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Home My WebLink AboutTR-10649 � i ��.� so �� Town Hall Annex Glenn Goldsmith, President �� 54375 Route 25 A. Nicholas Krupski, Vice President s P.O. Box 1 rk 11971 Eric Sepenoski Southold, New York o Telephone (631) 765-1892 Liz pe 765 6641 Elizabeth Peeples Fax (631) BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE T OF H T ES BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF TH BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1" day of construction '/2 constructed When project complete, call for compliance inspection; Glenn Goldsmith,President `�®� S®Ul Town Hall Annex A. Nicholas Krupski,Vice President ,�®V� ®T 54375 Route ® P.O.Box 1179 Eric Sepenoski #L Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples • �@ Fax(631) 765-6641 C®u ,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 4, 2024 David Bergen PO Box 1008 Cutchogue, NY 11935 RE: ELIZABETH RERISI &SAMUEL FISHMAN 3085 LAUREL AVENUE, SOUTHOLD SCTM# 1000-55-3-31 Dear Mr. Bergen: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, September 18, 2024 regarding the above matter: WHEREAS, David Bergen on behalf of ELIZABETH RERISI & SAMUEL FISHMAN applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated July 1, 2024, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on September 18, 2024, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, 2 WHEREAS, the proposal complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees APPROVE the application of ELIZABETH RERISI & SAMUEL FISHMAN to construct a two-story, 2,878sq.ft. dwelling with entry porch, rear porch, side entry, basement entry and attached garage; install A/C units and generator; install an I/A OWTS system landward of dwelling; install a permeable driveway; install gutters to leaders to drywells to contain roof runoff; establish and perpetually maintain a 25 foot wide Non- Disturbance Buffer area along the landward edge of the top of the bank with a four(4) foot wide access path to the water; with the condition to establish and perpetually maintain a 50' wide non-disturbance buffer along the landward edge of the wetlands; all as depicted on the site plan prepared by Nathan Taft Corwin III, Land Surveyor, received on September 30, 2024, and stamped approved on October 4, 2024. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, Glenn Goldsmith President, Board of Trustees ,gr.�hz � BOARD OF SOUTHOLD TOWN TRUSTEES ny SOUTHOLD, NEW YORK PERMIT NO. 10649 DATE: SEPTEMBER 18,2024 ISSUED TO: ELIZABETH RERISI & SAMUEL FISHMAN PROPERTY ADDRESS: 3085 LAUREL AVENUE, SOUTHOLD SCTM# 1000-55-3-31 Lei AUTHORIZATION Y. Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 18,2024, and in consideration of application fee in the sum of$1,250.00 paid by Elizabeth Rerisi& Samuel Fishman and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct a two-story, 2,878sq.ft. dwelling with entry porch, rear porch, side entry, basement entry and attached garage; install A/C units and generator; install an I/A OWTS system landward of dwelling; install a permeable driveway; install gutters to leaders to drywells to contain roof runoff; establish and perpetually maintain a 25 foot wide Non-Disturbance Buffer area along the landward edge of the top of the bank with a four (4) foot wide access path to the water; with the condition to establish and perpetually maintain a 50' wide non-disturbance buffer along the landward edge of the wetlands; all as depicted on the site plan prepared by Nathan Taft Corwin Ill, Land Surveyor, received on September 30,2024, and stamped approved on October 4, 2024. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board,as of the day and year written above. co coo U TERMS AND CONDITIONS The Permittee Elizabeth Rerisi & Samuel Fishman, 3085 Laurel Avenue Southold New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. LONG CREEK A P P,0V{:=D 5 Y BOARD OF I�:USTEES Q N 89°48'44" E 60.78' TOWN OF SOUTHOLD SURVEY OF PROPERTY 9'3$'3•+" TIE LINE ALONG APPARENT SITUATE N 7 41 .08 2_3 HIGH WATER MARK ON 03/24/24 2.3 DAJE © O�^�r 1 , �r�1 SOUTHOLD °_ , — _ � 35 i� TOWN OF SOUTHOLD _ _ _ 2 3 � � � TOE OF BANK EQUALS SEAWARD LIMIT OF TIDAL WETLPN v / S U F F 0 L K COUNTY NEW Y O R K 3 — — _ — -,�---_— . ��8 ONE PE - - - 6= — — — TOP"bF BANK 0, % S.C. TAX No. 1000 55 03 31 �L 10.1 W W W W W\ W\ W W W •SOP 9Q yi W W ` W W Y W 1 W W I �12 � SCALE 1"=20' 10� OUNDv W W v W W W W W W W .•.� / 7C MARCH 25, 2024 0 O-M W W N W W W W W - -W �� '" 12.3 RocKOo MAY 22, 2024 ADD PROPOSED HOUSE 11\ --� [Z�O�N��Ey�AE(EL s) _ x.• 12 s JUNE 20, 2024 REVISED PROPOSED HOUSE O W X W W W SEPTEMBER 5, 2024 REVISED TO ADD ADDITIONAL STRUCTURE DIMENSIONS w v o \1.9 12.s __ - SEPTEMBER 17, 2024 ADDED TOP OF BANK TO THE EAST Z W W v OG \ ' \ \ \ AME "0%0 TOTAL LOT AREA = 19,755 sq. ft. 00 o g/�q .( fR (TO TIE LINE r /1 _—�' SS ) 0.454 ac. W � C W W W W W W W W W W W • 0Q ;7v O I 1 \ \ 11 1 \ �� 2 OR x4p t�j�4r o �• e.s 1 _ BUILDABLE LAND AREA = 18,478 sq. ft. w Jao��J4 �� \ \ _ —I 11 (TOTAL LOT AREA LOT AREA ' O 13 W 0 W W = W •N W V _ W W W v . \ % 1 1 1 o SEAWARD OF TOP OF BANK) O W W W W W W 12.0 Y-- -+ice �Y'• W Q �W W W 1 CERTIFIED T0. ELIZABETH RERISI x W W \ �- _ v L1y W W W \ \ \ \ � 2 94` 1 � SAMUEL FISHMAN —x� 1 FIDELITY NATIONAL TITLE INSURANCE COMPANY G( TITLE No. SP49996—S SPANO ABSTRACT SERVICE Corp. 13. \ 1 �NAGE NOTES: i �- - PIP ? 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 20. :;..:;: xi5.3 \ \ EXISTING ELEVATIONS ARE SHOWN THUS:xx.x :;r>•::. ::::•;. EXISTING CONTOUR LINES ARE SHOWN THUS: xx— — — —xx ..::::::.::::: ..... l F.FL. - FIRST FLOOR .( FRAME N0U 1s 1 1 ...........::P N . ?;'.>t ..42...........`�1 W L _ TOP OFWALL GE R ,L STOR t• fa - ew BOTTOM OF WALL ::. : .�5 .:::- ...::.:::.:rt:..`•:: : : ?:: !.....:`.. 8� J 2. FLOOD ZONE INFORMATION TAKEN FROM: ° FLOOD INSURANCE RATE MAP No. 36103CO158H q b x 1 s.1 ZONE AE: BASE FLOOD ELEVATIO NS DETERMINED " ZONE X: AREAS l" DETERMINED TO BE OUT SIDE T .. ......... ......................... ;.............. HE 0.2� ANNUAL CHANCE FLOODPLAIN. ............................ ';';.;' pP� GP• `.:...::::; t. ., .:. 2�2 3. PROPOSED SEPTIC SYSTEM: Z "' �11T5 :ii:: :H ::: ri:::::i:i............ ..... 1 �A •'�• a. : ."' ............•...... t PROPOSED EXPANSION POOL Vol ............................................ n :::::: .'..7.7.*.% ' : : :? :`.:....................: .`: o �y PRE `T,Ox , o .... .. .. PROPOSED LEACHING POOL 1' no rL'� �0 1 g ::. :p X;:r a x �►-n C f v `� / :` 3�.:...: :::::::::. ::.::. ::::::::::::::. 000 PROPOSED OWTS TANK LU :::::.:�A:o::: ;. ..:.:. ..�3�:: 16.8 ® PROPOSED 12 x 12 POLYLOK DISTRIBUTION BOX n '" y GT � 1 �`pRINCIPLJ:E�.OPE to x ,2 1, W BUIIDING .a �. / x' - � LOT COVERAGE OVER BUILDABLE LAND AREA ; � �rn - � o ^ �1�� 1 — _ W / '� DESCRIPTION AREA % LOT COVERAGE o o o c / Ta w b �f \ `J HOUSE 2,488 sq. ft. 13.5% ro �y u: 1m w; 1 `� 1500 t�-- 610 �NF°MON• I PORCHES 385 sq. ft. 2.1% N r / (10� 10(9 , x 175 o 17.5 Op 0O , TOTAL 2,873 sq. ft. 15.6% Lo � W — ��a7 x 17.3 J a«-WA VE 4 th 00 ESE Of 6. x 1 J7 16— _ x- � r6sEs PUBu 6� �§ Cl� Y YY 5(FtE� UNAUTHORIZED ALTERATION OR ADDITION X �y v �PUgUC WAR 1N TION OF SECTION 7209 OFIS SURVEY ISTHE NEW YORK STATE -S .r n YO lv �-J` lr EDUCATION LAW. �J ECEI9 COPIES OF THIS SURVEY MAP NOT BEARING bu THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN DWELLING S E P 3 d 202 SN PREPARED, ANRD ON Nis WHOMBEHAL THE THEE SING`USE AI WA R, COMPANY. GI GOVERNMENTAL AGENCY D Pu LENDING LISTED HEREON, AND $0'I�T^ TOYdIt To THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. DRAINAGE SYSTEM CALCULATIONS: ROOF AREA: 2,600 sq. ft. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR ESTABLISHED Nathan Taft Corwin III 2,600 sq. ft. X 0.17 = 442 cu. ft. BY THE LIALS,1�1A� ADOPTED 442 cu. ft. / 42.2 = 10.5 vertical ft. of 8' dia. leaching pool required TTTITTLLESiISSoI& i rK�T�� LAND Land Surveyor PROVIDE (2) 8' dia. X 6' high STORM DRAIN POOLS `% c� PNSAFT0o9;'0�� G .• Successor To: Stanley J. Isaksen, Jr. L.S. Q Z: Joseph A. In gegno L.S. yl� PROPOSED 8> DIA. X 6> DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: �:::::::::r =r- _ � * = P�Q1 ' — 1 A 1 Title Surveys — Subdivisions — Site Plans — Construction Layout Q \y e I Fax (631 �P J�J �t�`2 �,• o � PHONE (631)727-2090 )727-1727 G�JS�` ��t�c� •......••'� ��Ci�, MAILING B DOR6 S .� OFFICES LOCATED AT qND s�¢ ,#q 1586 Main Road P.James port, New York 11947 0% Jamesport, New York 11947 N.Y.S. Lic. No. 50467 E—Mail: NCorwin30aol.com 44— A sou THOL.D TRUSTEES issu ed To. Date' . 10%5 Lcx,,,�r�� Avenue# So.,,►�i�.oAaaresstd THIS NOTICE MUST BE DISPLAYED DURING CONSTRUCTION' TOWN TRUSTEES OFFICE TOWN OF SOUTHOLD SOUTk1OLD, N.Y. 11971 TE 1..: 765-1892 47'-011 15'-0" 18'-1" 13'-111, S E P 10 2 " i g TYP EXT.WALL i ,r t SILL PLATE TYPICAL COVERED PORCH FOOTINGS --___: -----; 1$'-1" `---` '----'' L J W TYPICAL ANCHOR BOLT -R403.1.6 > 24"x 24"Cast-ir.-Place Pier Footing minimum MAXIMUM SPACING:1/2"@ 72"O.C. 36"below grade. '2"Dia Concrete pier ('-Q" 11_0" EMBEDMENT OF 7"WITH NUT&3"x3"WASHER. n a 4"Pressure Treated post -See details J o S _ on dwg 20 for strapping and uplift l `� i — Z 2 BOLTS PER PLATE AND HOLD AT LEAST J connections. t� `r° (� ONE BOLT-12"MAXAND 3-112"MIN OFF I LU ENDS OF PLATES. a TYP.CONC.FOUNDATION ' 00 ��' ( N U) I `_1 W � �- o OUTSIDE BASEMENT ENTRANCE \�� - ( 8"CONCRETE WALL ON IN 16"X 8" �/ 06 14"ROUND I FOOTING WiTH 4"CONCRETE LANDING& DECK FOOTING PER TABLE _ 4"DRAIN TO DRYWELL,CONCRETE STAIR 11_I ANCHOR BOLT DETAIL R507.3.1 FOR DECKS o i DECK LATERAL HOEDOWNS MEETING R311.7-STAIRWAYS. " - SEE DETAIL ON DWG-2 DECK LATERAL HOLDOWNS o IMPSON DTT2Z w/(8) HANDRAIL PER R311.7.8, 34-38 ABOVE ---1 - " IMPSON DTT2Z vrl(8) o NOSING. 36"HlGH GUARDRAIL ON Q ( SCALE: 1/2 - 1 Q STDH 14 J I 114"X 1-112"SDS SCREWS STDH 14 TOP OF CONCRETE WALL, NAILED HOEDOWN 1/4"X 1-1l2"SDS SCREWS v WITHIN 24"OF EACH END J WiTHiN 24"OF EACH END w HOLDOWN (2) #4 REBARS ABOVE DOOR OPENING. i PORTION ..� "..,, _ " _,.. �,_, ._ _ ,._ 8U + _ SEE DETAILS ON DWG-2 00 r- — SEE DETAILS ON DWG-2 Q° TYP EXT,WALL CLEAR SPAN TYP.FLOOR CONST. I I 1 i 2X10 DECK LEDGER ,-�� I SEE DET. ON DWG 2 et I I BEAM z BEAM I I l 17" MAXIMUM I z W Z N ( ( L �._ �.. J �POCKET ---- (3)1-314"x11�7/8"-LVLY-`t in- P"P)ET 1. _ _ -y >7 30"MIN. ° - - �� (2)2x6 P.T.SILL PLATE WI MIN. I I ..�. J _ ___ _____t_ ! �"/ z _, ONE#4 TYPICALANCHOR BOLT -R403.1.6 REBAR -- - 31 REBAR " " iv I I tJ LL �• , MAXIMUM SPACING:i/2 @ 72 O.C. LENGTH 1� ,�' gs® IN SHEAR CONE EMBEDMENT OF 7"WITH NUT&WASHER. .� I T EXTERIOR " " 2 BOLTS PER PLATE AND HOLD AT LEAST I - Cn ' LIGHT 12"MIN. REBAR O it ° ONE BOLT-12 MAXANO 3-1/2"MIN OFF I ? -, 19-5 N F.D. I a� LENGTH ENDS OF PLATES. i I o ABOVE I SHIELD&SILL SEALER TYP. N O M O I r) Z ` I 1 .1 f'`� 2"MIN. ., . i I J I i 0 ✓�FROM TYP.CONC.FOUNDATIONI N c, CORNER I I r o; �- I � I 0' W ® C} 0 CL � CU U) CORNER HOLD DQWNN I i X I i� O {MPSONSTRONG-T1 . ZpN94RJ ANCHOR BOLT DETAIL M ' En ____.. I I M U)i I N S SCALE;1/2"= 1'-0" I71-511 71- 1�2" g� 011 0 8'-0;, g'_0" 8`-2Yz" 4'-8" I I E +t c I � O i0 AM 3 1-3/4"x11.7/81'U&_ ; DROP ; ` t I I n $ c N c - -1_ , T 1 C C d D o Cp tQ I _ - ---_- --- - _ .r------------- -- � TYPICAL iNT.FOOTING/COL 4 30"x 30"x 12"THICK X ( _ �' co °'� 8 "' a° -' _ " M 2 o._ o a I LO i POINT CAST-IN-PLACE CONCRETE v , I I o y Y v �' x �' ABOVE -I - 4'-0" COOLUMN &3-1/2"DIA STEEL M ( i t M o o U o S m L AD t tD m v'Q 2 c o m2 = o 3 I _z- 1 I ( IC14 c 1n F SN �' ' € ( 1vc mC � s y to a:t- � E •-- --^ - - - I BEAM c� o c —_2 o c a I u I i (3)1-3/4"xi1-7/8 LVL ' ' (3)1-3/4"x11-7/8"LVL ' e o oOne .� O C>ta C r N t , , " POCKET L V C o o 2x 1=MI'3EDMENT hear,Mar I OI ' - •-_----I 1 __ -__I--__-. -®_ _-r__-_-_--___-`__ - _ ___ --- --I_ I L =N � "r ui�a CV c ° In Shear MIN O - - LENGcTN " - _ r- �- r- -�- 2 -•cc 4 In R col o� voi -r- -�- -T- -� - ' -' � i L'� Z cL� c cc will ° ° 12 rebar tenth I 0' - �,C p 2 +12 I I i . , o 0 o€ ( I I l(1-- 1 tf I I F- tOi u=i c�C iT N E O rL iREBAR LENGTH ° i° ° li AM X _, ' I EXTERIOR PATIO SLAB , ° o 0 o FpCKET Cl -- � - ' --'----' I I } (3)1-3_i4_"_x11_-7_18_"LV_L DROP 1 UP 6'4000 PSI W 6X6 w1..4/W1.4 WELDED WIRLACE E MESH 1 ON GRANULAR COMPACTED FILL. -- ' PITCH SLAB AWAY TO DRAIN ° to � 2X6 FRAME AROUND � - ci ° o nd I STAIRCASE FROM FLOOR I OI I �E Distance I TO CEL.ING. TREATED SHOE INSIDE FACE OF WALL MIN. o PLATEAND GYP.WALL BD ® (1„2e1 min. I ATTACA RAILINGS.HANDRAILS from Corner I �� 34"-VABOVE`OSING. J U) UNFIN. BASEMENT I =N 1st FL, R302.7UNDER-STAIR PROTECTION I eCO L METRE STRAPPING I � t `t � p 4" CAST-IN-PLACE CONCRETE �J � I •- ENCLOSED SPACE UNDER STAIRS THAT , ; 7� 1 REFER TO i IS ACCESSED BYA DOOR OR ACCESS I �- SLAB INSTALLED IN I c0 TOP OF FDN. DWG-2 FOR PANELSHALL HAVE WALLS,UNDER-STAIR °x x �� ACCORDANCE WITH CODE _ fi1MPON STHD14 _ _ _ I O I J j End of eac DETAILS {` I SURFACE AND ANY SOFFITS PROTECTED v O SECTION R506 r 1 r "` , STDH HOLD D)NN_TYPICAL EDGE INSTALLATION flgarage Dior Ol�eninos I �- `� �z-INCH GYPSSUMBOARD WITH C?. ( mr U_ 1MPSON S,SRONG-TIE STDH 14R 1 and corners of garage waifs _ I �- O I Cr - I N x i i I:, #4 REBAR 12"FROM TOP i TYPICAL INT.FOOTING/COL v cvJ I I i strap can be applied O L over plywood sheathing I u• 30"x�"x i2"THICK I #4 REBAR NEAR THE I UI CAST-N-PLACE CONCRETE THIRD POINTS N FOOTING&4"DIA STEEL , Simpson STDH14 Embedded I i COLUMN _ _ _ _ t I I -.. .-- J Hold-down with 38-16d Sinkers Hold Min °J NOTE; _. _ _ _._ _.. _ _ .... ._ J L "..! i 1-1/2"from corners VERTICAL REBAR i EkAM i---- - .-_ _ ._ -�-- __ r Provide at each Comer and openings #5 41"O.C. pPbOCKET , (3)1-3/4"x11 7/8"LVL; @ P) LO ' (3)1-3/ 'xl1-7/8"LVL e 6 feet or greater.See Detail ThisPage. #4REBARNEARTHE i - ---------=---®_-_�--------=====t==_== _ ; _ __�_-__ ____=____�_ �- _ _ _ ._.. ._. ._ _ .+ _ .� ..... �,. ..,_ ,..` HOEDOWN THIRD POINTS I t - I 1 13'-4" __- ___; __; 13`-2" € PaocKET I 22'-10" c i - I W I i F- _ TOP OF FTG^ I 7'_5/1 71-4/11 it 4'-1" CHOR BUM O I IN EACH CS-PORTAL N z TABLE R502.3.1(2) 2-#4 REBARS CONT ( 5' SMOKE o0 I FRAME WALLABOVE I MAINTAIN REQUIRED SEPARATION c? 1 DISTANCE FROM ALL HEAT o ALARM r-i I i SECTION-SEE N Q FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential living areas, live load PRODUCING EQUIPMENT TO =� I I I ( I DETAIL 3 ON PG 2 COMBUSTIBLE MATERIAL AS PER 40 psf, LIt�=360)h TYP. FDN F2EBAR SECTION I MANUFACTURER'S SPECiFICATIONS � 00 � r- _ Li.l x, ALARM ct; I I i AND LATEST MECHAN'CAL CODE. s DEAD LOAM=10 psf DEAD LOAD�20 psf SCALE: 1/4"= 1'-0" I � � M O� I � 4 LU I ( I I I i DIRECT VENr -'7 M' � I ( 2x6 2X8 2x 2x 2x6 2x8 2 2x12 ( HEAT!NQSY3T M ts! > �, JOISTLIANCE INSTALL IN IIAL,ENERGY o r- _-_I______. _- . ..-_- �_ I SPACING SPECIES AND 10 1� 10 I > 8 MECHANIC\GODERGY � i.R--_-_--_ , (Inches) Maximum floor joist spans I Iz x 1_ � I I V V_ATEO i i , TYPICAL Q R..A.GE SLAB141) ` a (ft.- (ft.- (ft,- (ft.- (ft.- (ft.• (ft. (ft.- TYPICAL FOUNDATION - ( 9'-0" WALLS ) I � N ' i t'_' "'-`'' '__-- ---- '---�'---` - 4" CAST-IN-PLACE SLAB € LAA LEDGE I W/6X6 W4.0 X W4.0 WWM i- I DROP TOP OF CONCRETE tv in.) in.) in,) in.} in.) in.) in.) in.) IN ACCORDANCE WITH CHAPTER 4 I GA BOILER 141-01, I 1 �_41/ PITCH SLAB-1/4"FT TO N i AS REQUIRED FOR � ppqq 8" & 10" CAST-IN-PLACE WALL WITH t I GARAGE DOORS I GARAGE DOOR,SEE PLAN w,d Douglas HORIZONTAL REBAR: PER TABLE R404.1.2(1) i L J i I FOR GARAGE DOOR SiZE S5 11-4 15-0 1�J-1 2.3=? 1 i-4 15.0 1 0-1 23-3 i fir-larCh Greater than 8 foot Wall Height: One #4 bar within I ! I s It I I 12 inches of the top of wall and One #4 bar near L _,,., C1oug!as 01 10=11 14-5 18-5 22-0 10-11 14-2 1 i_4 20 1 the third points in the Wall story. o r 1 fir-larch VERTICAL REBAR: PER TABLE R404.1.2(8) SiMPS©N STRONG TiE � 1 (� CzI STDH 14 HOLDOWN l_ L Etc>uf;ttis #5 `� 41 inches on Center. * TYPICAL . ..r ` E EXTERIOR PATIO.SLAB (0 #2 10-9 14-2 121-0 20.11 10-8 i 13-6 16-S 10-1 ON 20" x 10" CAST-IN-PLACE CONT. WALL FOOTING, I I B rrT�11 ; ., o fir-larch 6 4000 PSi CAST-IN-PLACE SLAB ' 22_g I with 2 - #4 REBARS CONTINUOUS IN FOOTING W/6XE w1.4/w1,4 WELDED WIRE MESH 1' i�M: Dr ,!as 2 x 6 ACI:� SILL PLATE, COPPER TERMITE ON GRANULAR COMPACTED FILL. i f'.r larch #3 8 11 11-3 13-1 16-t 8-1 10-3 12.7 14-7 SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND PITCH SLAB AWAY TO DRAIN I I M > M TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP I �' """` — "'"` `- -` `"' `-' " -°` ""' `- --- "- ~- "•- -"' +-~ '" '� �' ^�' i He m-f€r SS 10-0 14-2 18 t 21-11 10-9 14.2 18.0 21-11 FOOTINGS 1V TO 2H. i I y-+ OC L_ ..... ,.., ..� _ ,_.. ..... ._ ..._ �".,. I.i". .9.1Y. �.. .."�.. .e ...,. _ .�.... .�.,. ..,... � .... �. �. ..�STDH 14 Ht!m-fir #1 10-6 12-10 17-8 21-6 10-6 13.10 17.1 10-10 Y-0" FDN WALL HOEDOWN �2)ANCHOR BOLTS G` �� M c3 Hem-fir #2 10.0 13-2 16-10 20-4 10-0 13-1 16.0 18-6 FOUNDATION PLAN IN EACH CS-PORTAL TYPICAL ANCHOR BOLT -R403.1.6 FRAME WALL ABOVE F MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH SCALE: 1�4" = 1'-0" 1 ,1 SECTION-SEE H; m it #3 8-8 11-0 13-5 15-7 7-11 10-0 12-3 14-3 NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST 14-0 DETAIL 3 ON PG 2 �>Wi�A� " ONE BOLT-12"MAX AND 3-1/2"MiN OFF ENDS OF PLATES, ��'r t �:, Southern 1, Walls 24 inches total length or shorter connecting offset braced wall / f�' A� • ins SS 11 2 1 -8 18-9 22 10 11-2 I 14$ 18- 22-10 panels shall be anchored to the foundation with not fewer than one anchor bolt Az + 12 p i located in the center third of the plate section and shall be attached to adjacent ' A braced wall panels at corners as shown in Item 9 of Table R602.3(i). (Fastening Schedule '- " +_ " ' Southern p g ) 13 4 13 4 #1 1(3-9 14-2 18 0 21-'f 1 10-9 14.2 16 11 20-1length 2. Connection of walls 12 Inches total or shorter connectingc: s pule � offset braced wail panels to the foundation without anchor bolts shall be permitted. 261_$11 23'-4" The wall shall be attached to adjacent braced wall panels at corners as shown in Item 9 of Table R602.3(i). (Fastening Schedule) t NMI 50'-0i1 4T-0" 2024 SEP 10 I 3 - 8"X8"SOLID WOOD W PORCH POST WRAP ac t8"L IN K TRIM (3)1-314" 11-7 VL W - zY. Uj r U Q 3 13 1 - ?8 -= L L Alq -_ -- -=I Ifl I i W ' Uj I I I ! to III I11 J _ STEPS TO GRADE I W ."_! c-, Ch III I,I x ) !� x I :C L41 G J S " I I,1 M W Pre-Fab/ Factory Built Fireplaces I;% I,i POST PORCHHOR 6" - '-fi" I M INTO WALL -_-I In accordance with chapter 7-s (� 10, factory-built fireplace inserts shall REAR P )RC I;1 7'4" Q POSTPORCH HDR I l G III , Y be UL listed and labeled and shall be I INTO WALL installed in accordance with the =" c a D ° i sl ( t_t_ W conditions of the listing. Factory-Built TW3052-3 ; I ! 1 Q F i i;l Tw3052-3 fireplaces shall be tested in accordance ! �` -- --- `W1 C1 } (2)1-3/4"x11-7/8"L'/L (2)1-3/4"xii-7/$"'LVL` I ( f 1 1.,1 U with UL 127. Hearths shall be installed in ! `./ accordance with the listing of the _ __ _ . . _...... __._.. _ w _..._...-- -- IJJ Z Fireplace & in accordance with NYS code I QE I, �i �` for Hearths & Hearth extension. Z, I "' ! I _ O Z J All Fireplace shall be equipped with an " - _._.�co E CLG SPLAY LINE G 2 8 sr= o I W exterior air supply. Exterior air ducts - -- - -� POST ! N W pp y ' POST "�- --_-- - _ (3)1-3/4"x16"LVL Il� shall be UL listed. Factory Built Chimneys i HOR I i HDR ® J shall be in accordance with chapter _ �� _ DINING i N I ,_ W �+ I I N " I 3: 10 Section R1005 Facto Built Chimneys. ! �' y ; , 1 S� O N! f-1 ° o I I 9'CLG. co i I CL� Z f- 0 Ln I `e° I I WOOD `� i i NOTE: GLAZING HAZARDOUS LOCATION: R308.4 ; ; _ _....__.__._.. N j `R MAST=R ¢ I I ': F.D. E I 3 ; cc: -' z CO , LIVING �i ° i � LU O INCLUDING BUT LIMITED TO THE FOLLOWING: ! i ¢ N `- S�! O ROOMrv (J iQ 4' 11`CLG. Q 11'CLG. I I cry WINDOWS, EXTERIOR FRENCH & SLIDING DRS °; C ; SAFETY GLAZING (TEMP GLASS) IS REQUIRED Plans indicates ANDERSEN series 400 Tilit Wash T I WOOD o WOOD AT GLAZING IN'A BUILDING WALL ENCLOSING X °' I I i BATHTUBS AND SHOWERS WHERE THE Model Numbers and shall be In accordance with R609 ! `�' ' " N '! _ "_ __„__ _-___...__.__ __......__ _..__. To be designed &installed as per manufacturers ,;_.._ BOTTOM EDGE OF THE GLAZING IS LESS l I /a" I I - -- - _ . s2".____-----__._'. specification for 140 ultimate design wind speed I =„j _ ! ; # ! E THAN 60 INCHES ABOVE A STANDING and Table 301.2 2 301.2 3 ` ~' ` ' ' ' I' �W o o f6 y SURFACE AND DRAIN INLET. ( )' ( ) I �! r a I I Z - Provide HP LOW-E4 glass; U = .30, SHGC= .30 ! x ti � -� z ^ I _ e[ - R I N' try i�° ~ fG +�-�i Q- �. -I I I Z U 7 O Df C� ! I ti 41' UL LISTED GAS I Q i Q, i i( J H o o - y a`o-c WET SURFACES: R308.4.5 EGRESS: shall meet R 310 i r -� �I I Y�- I ° v 12 I ' BEARING i PRE-FAB FIREPLACE -6" c� 1 w = E o ` WINDOW FALL PROTECTION: shall meet R312.2 i , ! X o I , r W .- ° a ° I iv GLASS DOORS& '� P, w Q a S Z GLAZING IN WALLS, ENCLOSURES CONTAINING Substitutions made upon meeting Code. , _. i watt HEARTH EXTENSION =�� ( ! �3 N sri W>}� _w° w i 1 Q U 1] C C o WHIRLPOOL, BATH TUBS, SHOWERS, See a e one general notes for additional ~i I ! I '' z o fl ° ° a AS PER RESIDENTAIL I v ! I I N !i ` I w ` page 9 i 2-2x10 i I CENTER t;i+ 'S Z-� E $ Y SWIMMING POOLS, HOT TUBS WHERE TH BOTTOM __._.. _...__ CODE-CHAPTER 10 _ I• •. _ I Q w- ° �, ,� m ° Y code requirements. ! 1 q ! ; W+NDOW i i j , 2= _ ° N 7 A Cx . O VENT TO EXTERIOR ! KLT-CL1E .- c o m - °c 3 EDGE OF THE !GLASS IS LESS THAN 60" I 1 0 ; . WITH ISLAND j!; ; w U°� = I m c o c 2 C� o ' 1 " 1 f r " ¢ ( r + f _.___ .-_ .._._-`a l; .>�f"'} M t�+- C' r- °.0 N U MEASURED VERTICALLY ABOVE ANY STANDING OR $-3 3-2' 2-1 �j I 1 w000 l 3 !; ` Q LL m j a ° 8 �, ° = a°21: w WALKING SURFACE SHALL BE CLASSIFIED A5 5'/a _.._ 5'/" ----,i O w N N " - R312.2 WINDOW FALL PROTECTION NOTE �; �' 11'-s" I 6'-5"i �' 1 I I : ' .____.___.._.___._. i : m _ N PER TABLE R308.3.1(1)AND R308.3.1(2) ( _._ .._...___.._ __. _ ; __........_..__.._ _._.. _ ,� 1 '' w (( i � 00 TOP OF THE WINDOW SILL SHALL t -- m ': c w Z IR i s ° C r= E o a -�' ( I 1 " _- cr c WALK-IN " 4 3-2xi0 i i "a cn �, m E V rn BE A MINIMUM OF 24 ABOVE THE FINISHED - I 3-2x10 + I EXCEPTION: GLAZING THAT IS MORE THEN 60" CLOSET, - �! ti ` Q _8 _ ¢ `- N wi (5)1-3/4"x11-7/8'� LVL FLUSH o c� MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FLOOR AND GREATER THAN 72"ABOVE THE s'CLG• I 9'CLG. m; - __- : = v _ _______3-__._------ ----_ _____a _ .)ro o = _ C»- °' IM FINISHED GRADE OR OTHER SURFACES i N wooD - wooD - ------- --- - =_=.Y=-------- r --� " � Cr ° FROM THE WATERS EDGE = 5,$„ ( I; -a e- I BELOW ON THE EXTERIOR SIDE OF THE SAFETY GLAZING IS REQUIRED ADJACENT TO BUILDING. SHALLCOMPLYAS FOLLOWS: ? ; ;$ UP I HAL F WALK°< STAIRWAYS, LANDINGS, AND RAMPS WITHIN 17R �I I I z i 36 INCHES HORIZONTALLY OF WALKING SURFACE R312.2.2 WINDOW OPENING CONTROL DEVICES: :�I m 2-6„ OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM WINDOW OPENING CONTROL DEVICE SHALL M "'' I I o I COMPLY WITH ASTM F 2000.THE OPENING I w US .�� TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN I z ° _ `� -' ! i DEVICE AFTER OPERATION TO RELEASE THE € ¢ 7 `o _3'-�". CONCRETE STEPS i I EXPOSED SURFACE OF GLASS IS LESS THAN ; w r 60 INCHESABOVE THE NOSE OF THE TREAD DEVICE SHALL ALLOW THE WINDOW TO i ; -' _ i ..-',__. ...-.._.. =_.___ ---AND LANDING I �AJ- _�21$" 2.�" FULLY OPEN TO MEET THE CLEAR OPENING z¢ o": _ i/x" "' + " OR WALKING SURFACE. l `-- = "" " 48W ' 1.f 3..._ 3'-0" $ 9'-11/ _ E HANDRAIL& I ! 2 Cn .. - ( \. a s { y_.._........,.... _ �s j AS REQUIRE TO MEET EGRESS R310.2.1 ( ¢o w ; '; K.BATH, �' ns_,_:..m_ i STAIRCASE �` ` ' -=�v, + GUARDRAILAS REQUIRED i %"I 1 -, I LL�U_t9 w i �. CER TILE tii _. - � 4 O w i I I _.... ! ram.. PANTRY BY CODE i `' _ ; Q = 3 1 N , i i 00 0 �? "' ' i ! _ _ -7�-7/:_ ,. _ _. ' 18'-7Yz" _.. ... 1 , , ` ►-,,m►�-F-o < } ..._ Lj ? 5'lz (5Ya LAUNDRYD 1 Q "Z W I , , 1 ao: m @�'S m :ii i l ; b I •-. i {' , OPEN T<�?ABOVE, o "`c? c} 9'CLG , TILE " W 1 f , " . ° T , , DRY WASH E i f POST IN R M ` GUSTO POST IN __ _._ ____ WALL FROM I _6" SHWR LL FROM t HEADER IN" LL HE R IN _ 2ND FLOOR CLG. $„ i _ OF = r LINE OR ABOVE "� ( '< 28x80H..._ -�-s- ---:.`� -- ---- - INSULATION , �: - I LLJ I j I 4 iI N I �_ {2)1-3/4"xii-7/8"LUt FLUSH WOOD STEPS �? I" " o� R302.5.1 OPENING PROTECTION, i eL' + j O `✓ INSULATED SOLID -}CORE /STEEL �Z�{ I C•7 !•"i -ti I DOOR,`6-FA Vl1+C M,5 IkA C15.------ ; 1 i I ICD WEATHER STRIPPED R-21 GATT W/SELF CLOSING DEVICE. t I W INSULATION i € ; 1 1 j . . FOYER I I y >, d N jj I 9`CLG S! ! ! I Q W I l LL 1 U BATH WOOD I j TJ1360-11-7/8"-Floor Joists(7a 16"oc i ( mac' I 110 WO i I 3' 1" 4'-9" 3+ " 7'-7'/a" �i E 1 _ i 22'-5" ° M ap 0)_FIC� f to I 2-2x8 cQ' J 2-2x8- . - I f PLUMBING NOTE: �j 9'CLG �; [NY]915.3.3 RESIDENTIAL BUILDINGS AND COMMERCIAL BUILDINGS WOOD ALL PLUMBING SYSTEMS SHALL BE WITH AN ATTACHED MOTOR VEHICLE RELATED OCCUPANCY I N I+1 �{ i = ' 1'8 6 8 6 N: ; ° _ _+_; ; X z CD INSTALLED IN ACCORDANCE WITH CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN A CENTRAL OR OTHERWISE APPROVED i i i!X ~ ( ) - / 'x 1 71 " L H ; M 1 N' PART VII-PLUMBING N__, _,_ - _ _ _ _ -__ = 3 GARAGE LOCATION IN EACH OCCUPIABLE SPACE IN A COMMERCIAL BUILDING AND WITHIN 10 FEET OF I �` `y li cv -• - -- - - - I ' DWELLING GARAGE THE ENTRANCE TO SLEEPING AREAS AND SLEEPING UNITS 1N RESIDENTIAL BUILDINGS ( •r I _ - E I ELECTRICAL NOTE: AND COMMERCIAL BUILDINGS THAT: -- � � SEAL&INsu pTE� SEPARATION IN ' 3-2xi 0 ! - ; ATTIC ACCESS PER ACCORDANCE WITH ! ALL ELECTRICAL EQUIPMENT I �" SECT.t�oa.z.4 TABLE R302.6 I 1. HAVE A COMMUNICATING OPENING WITH AN ATTACHED MOTOR VEHICLE RELATED OCCUPANCY, �' . ; i • ; SEE DET ON DWG-3 , I AND WIRING SHALL BE INSTALLED } �--�- - -- r R_ T P. C _ SEE DWG-1 FOR TABLE ; I i N IN ACCORDANCE WITH PART Vill-ELECTRRCAL 2. SHARE ONE OR MORE COMMON WALLS WITH AN ATTACHED MOTOR VEHICLE RELATED OCCUPANCY,OR w li`I C T i INSULATE WALLS i OF THE NYS CODE. A MINIMUM OF 75°/a PF 3. ARE LOCATED ONE STORY ABOVE OR BELOW AMOTOR VEHICLE RELATED OCCUPANCY, I �n u> TW2452-3 - _ 3 2 1 _ I ( COMMON WITH LIVING i j PERMANENTLY INSTALLED FIXTURES it e AREA. MUST HAVE HIGH-EFFICACY LAMPS. j I ' PROVIDE:HEAT GFA CALCULATIONS = - i F ; DETECTOR PER R314.2.1 I r Z MECHANICAL NOTE: ' �d B THE MECHANICAL SYSTEMS SHALL Lots containing up to 20,000 square feet of lot area:2,100 square feet plus 12.5%of the E '' ------------------- BE INSTALLED IN ACCORDANCE WITH lot area In excess of 10,000 square feet up to a total of 3,350 square feet maximum. PART V&VI OF THE RC OF NYS, ALL MECHANICAL SIZING PER ACCA LOT AREA: 19,755 SO FT " 6 t? I - oC MANUAL"S"BASED ON LOADS ALLOWABLE SQ FT; 2100 SQ FT+9755 X 12.5%=3320 SOFT ! 1 # 2-2x8 'Li' 2-2x8 "'' r� O CALCULATED PER ACCA MANUAL"J" PROPOSED SQ FT. 3319 SO.FT N DUCT COMPLIANCE WITH MANUAL"D" s., ct i� R303.4 MECHANICAL VENTILATIOIV' �'-1" WALL HT + j € TW3052 � TW3052 DWELLING UNIT SHALL BE PROVIDED ! WITH WHOLE HOUSE MECHANICAL 1ST FLOOR PLAN T-0" T-0" 3'-6" 3'-5" I 3`-5" 2'4" " VENTILATION IN ACCORDANCE WITH _._._. .__ _.._ _,r....._........_..._. ... __.. _..w _ .. . I I ,+: .: SECTION M1507.3 SCALE: 1/4•" = 1'-0" I 14'-0" 12'-8" I 6'-6" 10 7 6-3 t- � AREAS __ _.. _......._...._.. _ .__ ...__. 23'!t"...... _ _ . -_..1• " +.-,,,s 4� � S SMOKE DETECTOR CARBON MONOXIDE DETECTOR - ' NAME AREA 501-0" ° � REFER TO DWG-1 GENERAL NOTES -__-._ .. _ : ,+� _ ___._ _._ __ _..._._---__.._ . ._. . .. - _.._.. . .... _ ..._ ... _- - _ _.__-_- _ _-_....__._ ...._. ��_ ........_ __—_,y. a `t) :•'g�,;:w .40 IN ACCORDANCE WITH SECTION 915 OF THE i FIRST FLOOR AREA 1985.0 sq ft.,; - 2020 IFC,R314,R315 OF THE RESIDENTIAL - ---____..__..._.- i A�� C GARAGE AREA 510.0 sq ft, CODE OF NYS _ _ ;,» [SECOND FLOOR AREA 824.0 sq ft, v�f '` -. '; ` ------- I MI I _.._ __....-_ 47_0" I € 15'-0" 32'-0" W F — — �- — — — — — — — — — ,.... — — — — / z pr AW251 ` I °" N Lu I < Ifl I i ijl 1 W J W ry "._2x10_RAFTERS,.,. 2XA A-ETERS._,_@ 16 Lij- ^ uj UJC� / I I ' 2X6 PLATE ON TOP 2X6 PLATE ON TOP # ( z � F CEILING JOISTS / OF CEILING JOISTS--` I N l ( o W LL C� I �r 0 O I �- v 1,o2X6 FRAME WALL 3 " (,n C� 0o o W - W ° ~� =O Qi @; �!wc�� \ �/ i / � c~_n � i I Cv W 00 I I ^ --j 0 UNINHABI7ABLEATTIC, (� d WITIJ .,STORAGE <CN o c N N j \ COI X C ( ti / w fJ ( to I I \ r its ( ' ' -' NUNINHBITABLEATIC p E 1-6" co WITHOUT5TORAGE c ( 6 o o i ( EXTEND 2X6 TO SUPPORT c' + �' O I �' _ c 4- ( THE UNDERSIDE OF ROOF En w_ I I `� a ocu RAFTERS O ro_= ce �' ororoc ( BEARING -H rn fi `o v .o c m i • i I N � Igwco �, carom - uA L E IT C14 2_1 I U i IIE I ` I w r_ � ooN ro Vmo C LA118% $ X y ._._ c vi, I EXTEND 2X6 WALL TO SUPPORTM s L o 0 0 U ro i ( N THE UNDERSIDE OF ROOF ( + c c„ " o o•S l t RAFTERS ; i i= a.� E c E v o � I ` I I i ` u, m U ! � , 1111 U N U ro � ("s ' 2X6 FRAME WALL - -� - -(3)1-3-/4 —"x 14-"L—VL - - - I -- �•-6 I I I aroi cc� nv mE iv m oa $ o cr En a o f o EI 8 CLG. ;; ti I o: € O - — - _ ._ _ (1)1_3/4 x 1- LVL RIDGE BOARD- — - I f ♦}..7 ��` %' 1-5 � _.. 'i V ( ! O I T SEAL&INSULATE - w x ATTIC ACCESS PER ,�. J t f Ni SECT.110T.2.4 - ' _' cn I U SEE DET ON DWC-3 °n I � -.- =_----.�---r..�: UNINHABITABLE ATTK_ I FAN WITH LIMITED STORAGE - I IFF---------- - ! UO` I`R „ OI'EN TO,BELOW � ¢ cs 0 � I tk--_._=`i_ ZLi 3'-11 uT 46"ATT;C ACCESS Cr O SEAL&INSULATE PER I wI SECT.1102.2.4 0 � � 2-9" 1 U! SEE DET ON DWG-3 Lr _...... yr { i I rii a w i cli clix N Q �- 1 •-i I DN i GUARDRAIL N ( ; i I CC14 ,�CI �__ ::_•.:_- <_. ! (3) 44 1-3/4"x}18"LVL FLUSH w a Z i I i 0 co to U-NINHABITAB�E ATTIC, X: N ( BEDROOM#3, N' o c1) I w 8'CLG. `� € ' WITH-WITED STORAGE ' ( I N e= I N 314"PLYWD SUBFLOOR i i W ( I dLo <t I I 8tt71NG °i CC O i U W�iL s i ' i ( iv ,2X10 AF Ei S ct 6"OC X R E a C 8r-ARING I .- n 1 r.... "O i I I N wACL j I 1-41-0 I 3-2x10 LINE OF WALL BELOW j I AX231 F ci e s 3" 3 MULL MULL 2-2x10 i c € ( . :;=:v N t I Ili { E i TW2436 TW 436 TW2436 -2X6 COLLP+R TIES 48"ox.' T/� O O � I I i I _LINE OF WALL BELOW — — — — — CD — — _ _ �-2x10RAFTERS@.16,"oc � 2x10 RAMRS if..._.._._......__. i to i I u r. i \ O ' O ' ! I ! 8'-1" WALL HT 7TW3046 �{ I 2ND FLOOR P_LAtU, — _ — _ — _ .._. _ — _ — ..._ .... _ .-.. �a�R� SCALE: 1/4" = 1'-0" A ; ___............. , AREA SCHEDULE , i NAME I AREA I �c ___ .-_-.. _ __.._._ 23°-1" _? . C I I'i SECOND FLOOR AREA(INCL OPEN FOYER) ;824.0 Sq ft. ; 9" ;.`......... _ I i TYR RAKE 5/4X4 ON 5/4X10 FASCIA 5/4X 8 SUB FASCIA `\ TOP OF ROOF BOARD&BATTEN SIDING \ W / z \ W U 12 Q / till W / 12 W / 8 t� Q ASPHALT SHINGLES \ W —i / 06 , W ASPHALT SHINGLESUj \ J \ Q Y w 12 \ J W U U / 12 \ Z z W z — _TOP OF PLATE TOP OF PLATE `\ Q OZj Z W LL O _ w0 C — (� z F— CD fy— W 00 Li 12 CZ U U) Concrete Patio with 30'-0" Blue Stone(or owners selection) finish.Concrete/stone Steps to Grade c TOP OF SUBFLOOR — - - m 00 0 o TOP OF FOUNDATION o o E N � U I I I � V y O U C y C U f0 T FINISHED GRADE m c rn w t `o -----, ----- ---- ---- 75'-0" I I i i i i I I I m n•U o� y 0 y 0Y�Y o•a � u°�i � �- 0 t aciwEco CO— D-aoc °; I I I I I I I I 1 I I I I II ra•tl_0.y`y.�QC C3 =�ULEFT ELEVATION L C)c 9 N O y 0—�3 O `E` -o 2OaSCALE: 1 /4" = V-0" 5 - o so0 o � a 5.0 � � E =Hom`ON CG7 �' Q N C N N o m C O_E 6 0•O M TOP OF FOOTING UO w E u y f9 O• F" f0 E O_.0 O c. C� - - - - - - - - - - ] - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - � - - - - - - - - - - - - � 1 \ TOP OF ROOF Cl) Cl) / ASPHALT SHINGLES \ 12 12 \ / 12 12 \ / 12 \ ./ 12 �• TOP OF PLATE \ / 12 `\ LU � 0 / 12 \ Z .�^�► o 0 N Q / /• TYP.RAKE s \ (W J 5/4X4 ON 5/4X10 FASCIA Q W Q / 514X 8 SUB FASCIA Cl) \ U) / N _ BOARD&BATTEN SIDING 4 \ TOP OF SUBFLOOR \ TOP OF PLATE \ rVh V H HARDIE PLANK HORIZ.SIDING CA b� 4 5-1/4"AZEK WINDOW TRIM a U rA CONCRETE FRONTPORCH TOP OF SUBFLOOR E""I �L Q� .-a C N r 18'9 19/32" o — - - TOP OF FOUNDATION r M v 17,0 N - - - - - - - W � -d � 00 O pq U FINISHED GRADE CONCRETE O "d v x STEPS I 30'-0" cz FRONT ELEVATION CAN SCALE: 1 /4 — 1 -0 I � E 0 F. I V JUL 1 2024 - - - - — — - - - - - — -- - - - — - - - - - - — - - — — — — — — — — — — — — — — — — — — — — — — — I — � — — — — — — — — — — — — — — — — — — — — — — — — — TOP OF FOOTING Souulu'u wwn Board of Trustees TOP OF ROOF W w > 12 s, ZW �. w / 8 12 \ Q ti \ / ASPHALT SHINGLES W 8 ASPHALT SHINGLES `\ 06 LIJ / Q L— w 12 `\ .w_I W � 12 \ Z W Z TOP OF PLATE \ 0 O z J O W o C— !� Z F— LL °' � w 00 o a ra I or Concrete Patio with Blue Stone(or owners selection) N y finish.Concrete/stone Steps to Grade y TOP OF SUBFLOOR c E.o_ N fA TOP OF FOUNDATIONs0.cr'. E w `O w U 01 U C SEW O O C Z 47 D U N fq �p f0 FINISHED GRADE OF 6 ° `o I I 1 1 1 R303.8 Exterior Stairway Illumination I I 1 -S a� Exterior stairways shall be provided with artificial light source located at the top landing of a stairway.Exterior stairways m y = o ro y a o C. 3 30'-0" y ( level providing access to a shall be provided with annartit from fic Ihiyht source locatr grade ed o 6 8 a n -g, at the bottom of the stairway. 0 RIGHT ELEVATION t a9 =o' E 2 y SCALE: 1 /4" _ 1 _011 y ca 2Z:c� ¢w0 > � o c n $w E�t I TOP OF FOOTING 1_ 1 J _J _ TOP OF ROOF / co C1 / / ASPHALT SHINGLESLU ` 12 12 \ O / 12 �9, 12 \\ O to Q J U / ° \ C/) 12 ' 2 \ — _ _ — _ — _ TOP OF PLATE N..� b� N W � o b V •- S'r Concrete do with v Blue Stone or owners selecti •—+ �8 Steps TOP OF SUBFLOOR F--� - - - - s~ .� MUa TOP OF FOUNDATION W "0 1 O FINISHED GRADE I I ( I `-----ii---- I -,!!� O ✓ Fsi 31'-3" 47'-0" 18'-9 19/32" I I cA Atj REAR ELEVATION - ` ��; "'� ID I E J SCALE: 1 /4" = V-011 , D f� I 2024 �. _ — — — — — — — 1 1 — — — — — — — — — — — — — — — — —1 _ _ _ _ _ _ _ _ _ _ _ _ _ I TOP OF F OTING190A�yOQ - - - — L - - - - - — — — - - — - - - - — - - - — —T - - - - - - - - - - - -- JUL�UL 1 s� - - - - - F NE. F3oard r '"' LONG CREEK „ E N 89048'44" E 60.78' SURVEY OF PROPERTY N ��038,39 TIE LINE ALONG APPARENT SITUATE 41 .OQ 2.3 HIGH WATER MARK ON 03/24/24 2,3 SOUTHOLD �� TOWN OF SOUTHOLD TOE OF BANK EQUALS SEAWARD OMIT OF TIDAL � , S U F F 0 L K COUNTY, NEW Y 0 R K 3.6 3 — __ - - - ____ — m'• �� pE 8 N6 4 — �_=� % "� TOP•'bF BANK 8b -°��o� i OFF` S.C. TAX No. 1000-55-03-31 6 7— �- 10.7 W W W W\W\ W W W s, /1 •(fie SCALE 1"=20' 9 W y� W W W W W W W W 1• W W lg 2 101-•0 5 DUN DP MON v Z W W W . �,, i i 3 o�`'a MARCH 25, 2024 *"0* MAY 22 2024 ADD PROPOSED HOUSE — W ♦ W W W , L_ �Z09Eyr�At(EL 6) — -� W W W , o _ 12 JUNE 20, 2024 REVISED PROPOSED HOUSE \ WSW Ci C�. 0 V• -"W W W Y D W W `ram ;\ --_—�— SEPTEMBER 5, 2024 REVISED TO ADD ADDITIONAL STRUCTURE DIMENSIONS W Wm W -14 \' 77.s \ 72.s _ —� SEPTEMBER 17, 2024 ADDED TOP OF BANK TO THE EAST 2 �W W W W W W W nN \ / ME NOVSE TOTAL LOT AREA = 19,755 sq. ft. T2� W W rOn W — — / ° X9� `( FRA TO TIE LINE o x11.3 p 8.6 �_�� O � 2� — 1 \ — BUILDABLE LAND AREA = 18,478 sq. ft. O ,3 \ � � _ N � — 1 � p\ \\ \ \ _ _I 11�'\ � (TOTAL LOT AREA LOT AREA p 72 0 — -- --- _ "� �� \ \ \ SEAWARD OF TOP OF BANK) \ _ _ 7 . � �, \ ` i ` y CERTIFIED T0: X \ \ o _—�_— — — \ �c, ��j \ z �, ELIZABETH RERISI ,�\ — _ \ \ \ 94 I \ 1 SAMUEL FISHMAN _ oy FIDELITY NATIONAL TITLE INSURANCE COMPANY > 1 ) / 136 TITLE No. SP49996—S �a SPANO ABSTRACT SERVICE Corp. NOTES: PIP/ �,N 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 20. X15.3 \ EXISTING ELEVATIONS ARE SHOWN THUS:xx.x EXISTING CONTOUR LINES ARE SHOWN THUS: xx— — — —xx F.FL. - FIRST FLOOR SE S� -......... R:.: :: : 15.8 GupRDRaL \� Y FRAME NOU ::•:::1�?1:.::.':.::. Al STEEL TW L _ TOP OF WALLGE R 51pR 1•::':::• .a — ew BOTTOM OF WALL :. �;. . ...::. '...................................'`` :' �m �5 2. FLOOD ZONE INFORMATION TAKEN FROM: ::...15........ _ ...:::. ...� ....:...............:......:....:.... 1 / FLOOD INSURANCE RATE T MAP No. 36103C0158H 0 X 1 ZONE AE: BASE FLOOD ELEVATIONS DETERMINED x ZONE X: AREAS DETERMINED 1� ETE NED TO B:•::::•::N l" E OUTSIDE THE 0.2� ANNUAL L CHANCE FL00 ' E" 3. PROPOSED SEPTIC SYSTEM: 2) PG �,xa) :: .:. ?;.......................... ::;:: ::::::::::::: :::::: � �: PROPOSED EXPANSION POOL ....:.... �, N o �,C.. ..A. .•. PROPOSED LEACHING POOL G�G _ v d �•. ...:... e y O >� Cf �O ::::.P �::::'�' X a 0 _r d � 7 0 0 o PROPOSE D OWTS TA.: NK �� / ;:; 13.. s :;::::::: ::: :::::::::: :::;::::::: . �� N .... 768 16.5 - 0 PROPOSED 12 x12 POLYLOK DISTRIBUTION BOX '!� � I /1 •...... ;.... •::•:�:�.._.... ��pRINCIP1f E�p.OPE to ri x 1 121 W g IUD\ CIOa X -7 - rn L 0 T COVERAGE OVER BUILDABLE LAND AREA p �� — _ UA DESCRIPTION AREA % LOT COVERAGE zGx, 16.0 ` 10"1n w 19 \ `J t HOUSE 2,488 sq. ft. 13.5% • ro ` 1 \ X w ^' 5°pPA" 3'dN°� CONS MON• l PORCHES 385 sq. ft. 2.1% (10, X 1 T O Tam ''-75 �.00 / TOTAL 2,873 sq. ft. 15.6% to 17.3 16. o.—WA J th� X VNVE � 4 m ,OQ ESE OF pn�1 Xj X 1 16— OEt1. z / 1 �'� SANG 76SEs MOB ° R� 16/ UNAUTHORIZED ALTERATION TRN ' E onISSURVEY IIAVIOLAoNOF SECTION 7209 OF THE NEW YORK S TATE O EDUCATION LAW. I I i COPIES OF THIS SURVEY MAP NOT BEARING SEP 1 7 2021 THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED I i TO BE A VALID TRUE COPY. M I -`"""• CERTIFICATIONS INDICATED HEREON SHALL RUN OwE��1NG ONLY TO THE PERSON FOR WHOM THE SURVEY - -• IS PREPARED, AND ON HIS BEHALF TO THE SING`USES pV18 C TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. DRAINAGE SYSTEM CALCULATIONS: ROOF AREA: 2,600 sq. ft. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVlYS AS ESTABLISHED�R6 D A Nathan Taft Corwin III 2,600 sq. ft. X 0.17 = 442 cu. ft. BY THE LIALS. ADOPTED FOR SUCH US ` , 1E LAND 442 cu. ft. / 42.2 = 10.5 vertical ft. of 8 dia. leaching pool required TTnE OCya Land Surveyor PROVIDE (2) 8' dia. X 6' high STORM DRAIN POOLS ��`c,�P••'"••• �' N AFT C•• '�" �i F.��\�G ' ' 09 y�O 00 9� Successor To: StanleJoseph A. Ingegn J. o L.S.L.S. PROPOSED 8 DIA. X 6 DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: ::: :Y — I- : Title Surveys — Subdivisions — Site Plans — Construction Layout Fp�•��JG �ctt�• • *` PHONE (631)727-2090 Fax (631)727-1727 G�'Jy�g f •••d�r1 •• �O`� OFFICES LOCATED AT MAILING ADDRESS 67 l .► • 1586 Main Road James port, Newx 16 S York 11947 <q• D SV�`�� Jamesport, New York 11947 p N.Y.S. Lim. No. 50467 E—Mail: NCorwin3®aol.com 44-0 8A Nathan Taft Corwin III Land Surveyor, P.C. Successor to Stanley J. Isaksen, Jr. PLS & Joseph A. Ingegno, PLS E-Mail: ncorwin3@aol.com Tel: (631) 727-2090 Offices located at Fax: (631) 727-1727 1586 Main Road Mail: P.O. Box 16 Jamesport, NY 11947 Jamesport, NY 11947 September 17, 2024 Southold Town Board of Trustees 54437 Main Road Jamesport,New York Re: Survey for proposed Rerisi residence Parcel located at 3885 Laurel Avenue, Southold, New York S.C.T.M 1000-55-03-31 To whom it may concern: The top of bank as shown on the survey is correct as it runs from the west to the east, where it intersects the westerly side of the drainage overflow ditch from the drainage basin. I have gone back to the site to check on how the top of the bank continues to the east of the site. I have located the top of the bank as it comes from the east and crosses the drainage overflow, intersects the west side of the drainage overflow and then continues north along the westerly side of the drainage overflow to where it connects with the top of bank that comes from the west. The proposed house still maintains a 75' setback from the top of bank as the bank comes from the east. Attached is a copy of the revised survey showing the location of the top of bank as it goes to the east. Sincerel®®®®„l1fill®�® OF,-N5 W SEP 1 2024NVh'an:T. II L;`S� a ® ts •..450A61 J�`\ rAND�� lfll9 Glenn Goldsmith,President ' g�FF0o'0.n Town Hall Annex A.Nicholas Krupski,Vice President c 54375 Route 25 Eric Sepenoski W ? P.O.Box 1179 Liz Gillooly �y • o�� Southold,NY 11971 Elizabeth Peeples l �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Zq Completed in field by: + 06 David Bergen on behalf of ELIZABETH RERISI & SAMUEL FISHMAN requests a Wetland Permit to construct a two-story, 2,878sq.ft. dwelling with entry porch, rear porch, side entry, basement entry and attached garage; install A/C units and generator; install an I/A OWTS system landward of dwelling; install a permeable driveway; install gutters to leaders to drywells to contain roof runoff; establish and perpetually maintain a 25 foot wide Non-Disturbance Buffer area along the landward edge of the top of the bank with a four (4) foot wide access path to the water. Located: 3085 Laurel Avenue, Southold. SCTM# 1000-55.-3-31 Type area to be impacted: Saltwater Wetland Freshwater Wetland Sound ✓Bay Part of Town Code proposed work falls under: ✓(5hapt. 275 Chapt. 111 other Type of Application: ✓Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: ✓ Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: 2 e of 1-a v-) *rDP a J 1-7 c! e k ,r I &n cA2 �-Ca Se e 6 4' a r Ace Present Were: " G. GoI smith V N. Krupski E. Sepenoski L. Gillooly Peeples 11p low pt Owc TA pum iI AWV 14W Ail P'N AFM Ff4 jiv owl, 5 41 A all v� .7 � A4 . - I zN 'sc I A X "4t IL tio- -" Me OV5 "R M 2% -�19 o iA jag IS- SS ;,hv M-f 1, 4 -f N-7w Zts� iMw 110, 'j I'M M 7 N't JIM Ak ZP Ak- 83 M 3 4z;r All NOR NM a- V 4- T LA GO gle Maps 3085 Laurel Ave f PF 4a One Woman Wines p &Vineyards F<, mar .p1p NNM RB dA��R 4 'If pr s G� P �opW North Fork Fko Form Vom '4 oa,y�a.c,egq era �� Go gle,. + Vd- Map data 02024 200 ft■ 4 rl 1 aJ 3085 Laurel Ave Directions Save Nearby Send to Share phone Q 3085 Laurel Ave,Southold, NY 11971 • 3HHM+QF Southold, New York Photos ae-:I.ce Mum uassn .xi,xx i r .. sne slc�o cs: 2 L. \\ u ° ,w \t �\\ \ \\ \ Y f InNI wx aszeaz '� °,. �+:o-'.s''. 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P ]k�s 93 •9,,Q>• s ! c. l �•�lsaz ns M]I ]s Q °® 33 Ali > n8 a J w x.50. 3 ]n Sc�E g M1O sec 10Wil. o w COUNTY T.YIY OF�Sr.UxFFO,Lrn'KKx.x.e n:U --Z- .1' W xrt s°Nr<a,rn UM5.vx<.!OlMN,iu OI lITi NxNIC tnNNE RsM1v 5brlxx I9eaa0 wl BnO [E1 F 0 JK ------ R It 6EC0 Ii5 5p I211 . ^� • nav vt�ttvnc aabxF.mcv � � OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: September 18, 2024 Re: LWRP Coastal Consistency Review for ELIZABETH RERISI & SAMUEL FISHMAN David Bergen on behalf of ELIZABETH RERISI & SAMUEL FISHMAN requests a Wetland Permit to construct a two-story, 2,878sq.ft. dwelling with entry porch, rear porch, side entry, basement entry and attached garage; install A/C units and generator; install an I/A OWTS system landward of dwelling; install a permeable driveway; install gutters to leaders to drywells to contain roof runoff; establish and perpetually maintain a 25 foot wide Non-Disturbance Buffer area along the landward edge of the top of the bank with a four (4) foot wide access path to the water. Located: 3085 Laurel Avenue, Southold. SCTM# 1000-55-3-31 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the LWRP. The following is recommended to further policy 6. 1. Increase the width of the non-disturbance buffer. Specify that trees are not to be removed but can be "limbed up" as necessary to maintain a view. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney SvlfI DJ4rea Caroline Burghardt,Chairperson Town Hall,53095Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 ! + Telephone(631)765-1889 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., September 11, 2024 the following recommendation was made: Moved by Carol Brown, seconded by Inga Van Eysden, it was RESVOLED to NOT SUPPORT the application of ELIZABETH RERISI & SAMUEL FISHMAN to construct a two-story 2,878 sf. house with an I/A septic system, permeable driveway, gutters and leaders going to drywells and a 25' non-disturbance buffer. Located: 3085 Laurel Ave., Southold. SCTM#55-3-31 Inspected by: Shannon Wright, Inga Van Eysden, John Chandler The CAC does Not Support the application because the project is not in compliance with Chapter 275-Setbacks. The main structure has a proposed setback of 75' from the wetland boundary. Vote of Council: Ayes: All Motion Carried Numberof Pages 4 al cu/Zuza !V:YO:Ji =2 VINCENT PULED .<. CLERK OF This doc€merd WHI be public SUFMLK COUNIff `., ward, Pleasermwe a# L D00013249 { Social Security Numbers P 535 1 23-31005 pdorto tocorcl#rt�. Owed r�tiartgage-wksbu ra m Dead t o f�x scamp r r scams 3 FES Pops Fling Fee 1.BasbTax Handling 2E1. 00 2. AtIfforml Tax TP-W 5.00 SubTotal 0.00 apW . Nation or ir"z iT(County) 5.00 5T81 50.00 Spec./Add. 250.00 TOT.M.TAX I;AS2i7(Efate} Dual Toam�,,,,,, Dual County ......, RP.T.&,k 200.0o HiMIbrAppoWnert Gomm.of Ed. 5i 00 TwelarTax 0.00 •Affdavit NiansionTax 0.00 0.00 T19ef��y covered by this roodpae is Certified Copy or md be kWoved by a one or two wS suretw9e 15. QQ odY• Sub Total 470.00 y aH 'PES,...,_,_,..Pr I+t4,�._._� Other GrandTotat 520.00 ff M me appropriate tax douse on 4 Dist. Secttort Block Lot 5 lCommn-W Pmenaft Fund Pal Property z T Consideration Mount$490,000.00 TwSonrice a va sA 10,375_00 Agency CFF Tax Due Verification s za Improved We 15 a$ RECOIR1' &RETURNTG: erg t ess Vaeantt.anci g Spano Abstract Sexvice TD 10 350 Old Canmtry Rd, Suite 205 Garden City HY 11530 '---------- TD,.._.__._..., Wit to: Nfincent Puleo,Stft*County Clerk Er Title'Companyfnbr rfon S10 Cerder I3&e, Rived�ad, NY 119M e YUwwsuf 1kcourAyny.govioierk This pageiorrns part of the attached made by; TY aF f1asTRuueit~fa -_- _ . ------._--__ Thepranssesherein issituated in SUFFOLI(COUNTY, NI N YORK TO In the TOWN Of SCRYI GILD lnftVUAGE orKAULETof 80=6 THRU 0 tat=IETYPED OR PRINTED IN BIACK RX O.Y PRIOR 70 RECORDING ORFILING. �. 'tIII &- �5 CONSULT YOUR LAIAIYEft 8=.=RE SK IOiG THO:WSMUMEW nN 1NS7r4W ..'.SHOULD BE USED BY LAWYERS OKY Bargain and Sale Deed, with Covenant against Grantoes Acts as of g THIS INDENTURE,made"the-W Aga-,of 202a �p 13ETWM SUSAN P.ANDERSON, Residing at:2265 Long Creek Drive,Southold,NY 11971 party of the first part,and ELIZABETH RERISI and SAMUEL FISHMAN,as Husband and Wits Residing at:29 Whitman Avenue,Syosset, NY 11791 party of the second part. WITNESSETH,that the party of the first part,in consideration of $10.00(TEN) dollars 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 pint,piece or parcel Of land,slluste: ./ "Sched fu le ]�AA Attached' sCx, . ■ (C)()o- 03-97.00-- ` - as-- 03 . OM BEING AND INTENDED TO BE the same premiss as acquired by the Grantor herein by the deed dated 10/711998 and recorded 10f1511998 In the Suffolk County CWVs Office in Lther 11923 Page 113 and by deed dated 9/30/2019 recorded 11020 In the Suffolk County Clerk's Offrce In Libor 13043 Page 45. TOGETHER with all right, We 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 gram unto the party of the second part, the heirs or suers and assigns of the party of the second pert forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the sate premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first park in compliance with Sectloon 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 before using any part of the total of the same for any other pure. The word party'shall be construed as if it read'pardes'whenever the sense of this IndenWre so requires. IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OP. SUSAN P.ANDEPAM LONG CREEK E C E � y E �� SURVEY OF PROPERTY HIC N j941aOS9„ E ME LINE a N 8948��4 MARK ON 4'� E `�4 2-3 60.78' SOUTHOLD SEP 2= TOWN OF SOUTHOLD 3 —__ —_____— _ v'S� SUFFOLK COUNTY, NEW YORK 21 iGE of 11ANx EO W9 sFAwA1m I1WT OF 1mAL WEIIAN — — 13wstt e1 5i e -Lots 47- �� roa~ egg a1r ( �1 %NE X S.C. TAX No. 1000-55-03-31 8— + � ' Southold Town SCALE 1"=20' 9 + + 'r-fi T MARCH 25, 2024 _10— "Na•°• +++ ++ + +: +++ — •,. f'�j2 ,e'" Board of Trustees MAY 22, 2024 ADD PROPOSED HOUSE �B3 ZONE AlOL 6) + ;� ++ + +y% D PROPOSED HOUSE IJE SEPTEMBER 5,2024 REJUNE VISED TO AD 2024 D ADDITIONAL STRUCTURE DIMENSIONS Z +++�'z-� +� + ++ + '• �_ \ - I TOTAL LOT AREA = 19,755 s ft. O 1( / eras \1 2 SToR� Vol HOUSE BUILDABLE LAND AREA = 18,478 s.454 q.. ft. O ` xlr \ t O\ \ x (TOTAL LOT AREA LOT AREA q V O s \ f LARD OF TOP OF BANK) Oos / V /sCERTIFIED T0: ELIZABETH RERISI. \ S _.� —— —— ` , SAMUEL FISHMAN x ,4\ —_ — \\\ \ ) FIDELITY NATIONAL TITLE INSURANCE COMPANY TITLE No. SPANO ABSTRACT SERVICE Corp. NOTES: ICE 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM \ / GT EXISTING ELEVATIONS ARE SHOWN THUS:Xrx.x �O' x'�1 \ — EXISTING CONTOUR LINES ARE SHOWN THUS: xx-—— -xx lS .••...':tYc•:........:iBLi•: O) F.FL- FIRST FLOOR ME HDUSE f-�1� `:;:i:'PO H`?%':•'..::.)a2:;":i.a? eit 1 sm pv+roR"° ✓1 �_ TOPGAR OF�R 2 51osrr Ott. 1G::;;'� :..Au<::•rat:•:;::: _ 6�� HL'_ `7� BW - BOTTOM OF WALL 59".•r. "`.'.'°'., .' 15 �/ 2. FLOOD ZONE INFORMATION TAKEN FROM: ......I......:.;..............:.....:...�i \ FLOOD INSURANCE RATE MAP No. 36103CO158H 1'4 v x - f Z ELEVATIONS DETERMINED ONE AE: BASE FLOOD 1ff T E T 0 ANNUAL CHANCE FLOODPLAI N. / lv ZONE X: AREAS DETERMINED TO B OUTSIDE HE .2X A A ..................... d "�"'Q5 ?�" ;; '`:.. •2 / `A 3. PROPOSED SEPTIC SYSTEM: s y pRrX a ....................................... . :t ;; .. 1 yo u cE 'ak4) 1 ,• yg �: PROPOSED EXPANSION POOL 1T1{ : .:i;.............................................` Z T J545 y pRtAP : ti::::: :i .` ::sai >:as;::::�:i PROPOSED LEACHING POOL Z� ar +:; U...• 1•......;.J .• �: x 0 0 B Q - -a� f 0 e 0 STANK 0o PROPOSED WT O h1 ;iii'r''4j}jji:�i�F5�i}.iii:'.:}i:::iF.;ii?�Ti:�::: � •/ ,S��j O 'iii:§iii �' ' ODISTRIBUTION P-C-)M ® PROPOSED 12"x12" POLYL K BOX �j / l.1 LOT COVERAGE OVER BUILDABLE LAND AREA �Fyro �m � O �' —77�l — W\/ DESCRIPTION AREA X LOT COVERAGE oc -� 1� lovnw '0 �r �\ t HOUSE 2,488 sq. ft. 13.5X ,{n- u• i x ,6 1 p1 500�P 3 awa) PORCHES 385 sq. ft. 2.1X G o `CZt / OO to ,00�0�' / TOTAL 2,873 sq. ft. 15.6% o 1�t^ / 3ld ——— ll .rY 101 vw� '5 °F P INS x 012 16— x (� �g,Y� SINGI�sI I Pw°W WNG / x� �l} x� Cg W TO 7H5�Y'�ISS A MOL OR ATIION 0 NNK SECTION 7709 OF THE NE11 YORK STRIE LD 1FUTAIC EDUCATION TAW. COPIES OF THIS SURVEY NAP NOT TEARING THE LARD SURVETORS INOD SEAL OR ENBOSSED SBLL SHALL NOT BE CONSDERW TO BE A VAIm TRUE CO% ONLY TO nTHEPERSON FOR ROOM M HEREON E SE SULL RUN RVer L1J IS PREPAFf AND ON HS AL"AD To". °THE FAM11Y �Ww1ER) TITLE Pum nDTO Ww�'Laim��N°No 51HG�ES W AG LENDING TTMON.�CERImO"ic�AT X S IRE NUT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD,IF ANT•NOT SHOWN ARE NOT GUARANTEED. DRAINAGE SYSTEM CALCULATIONS: ROOF AREA: 2,600 sq. ft. STANDARD IN R TMEWCE WnHM AS ESTABLISHED THE TOTONY Nathan Taft Corwin III 2.600 sq. ft. X 0.17 = 442 cu. ft. Br THE LI USE N'T APPROVED Aim ACCEDED 442 cu. ft. / 42.2 = 10.5 vertical ft. of 8' din. leaching pool required TITLES jZjgA%r T� Land Surveyor G PROVIDE (2) 8' din. X 6' high STORM DRAIN POOLS t' `` P1E OF NFh y/,,' suc�aor Ta:storey J.IsGlmen,Jr.L.S. IDA, PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 1.:yA ar F y: ? Two sun•r-S.&Fw.i.na- sa.Pla-- c.R.,w-6.n Eq.A PHONE(631)727-2090 Fax(631)727-1727 j OFFICES LOCATED AT YAMM ADDRESS .�,LO�: 15ss Win Road P.O.Box 1s '•50 6l•,.•• tG`� York 11947 Jama James orf.Nn York 11947 sport,New �� 4 ••••JPJ�� N.Y.S.LID.No.50467 F E-Mal NCorwin3ftoLcom 47'-0" I 15'-0" 18'-1" 13'-11" SEP 10 202 ' 1 TYP EXT.WAI'- I s ---- ----- --- --- i W SILL PLATE - \- �-, ---- , rr TYPICAL COVERED PORCH FOOTING/ `_____. _____ _____, W TYPICAL ANCHOR BOLT -R403.1,6 24"x 24"Cast-in-Place Pier Footing minimum LU MAXIMUM SPACING: i/2"@ 72"Q.C. 36"below grade. 12"Dia Concrete pier 1'-0" 1'_0"EMBEDMENT OF 7"WITH NUT&3"x3"WASH °d 4"Pressure Treated post -See details I P o = - on dwg 2&3 for strapping and uplift Y ° � '-' I -" � 2 BOLTS PER PLATE AND HOLD AT LEAST I io 00 I W W ONE BOLT-12"MAX AND 3-1/2"MIN OFF connections. I Lu ENDS OF PLATES. a - TYR CONC.FOUNDATION x I ca N ! C) < OUTSIDE BASEMENT ENTRANCE LL.) 8"CONCRETE WALL ON MIN 16"X 8" r/ 06 ° 14"ROUND FOOTING WITH 4"CONCRETE LANDING& DECK FOOTING PER TABLE ; "- " —' - -`;�; _ ` ' " ' "- -��* - _ ` -- - -�; I 4"DRAIN TO DRYWELL,CONCRETE STAIR W ANCHOR BOLT DETAIL SEE DETAIL ON DWG-2 I- DECK LATERAL HOLDOWNS (R DECKS DECKLATERAEHOLDOWNS HANDMEETRAIL PERR311.718W34"38"AB ---I j o IMPSON DTT2Z w/(8) OVE STDH 14 ( ) NOSING. 36 HIGH GUARD RAIL ON ° ( SCALE: 1!2"= 1'-tl" 1/4 X 0-1/2D"SDS SCREWS „ STDH 14 TOP OF CONCRETE WALL. ! Y I 1/4"X 1-1/2"SDS SCREWS ° NAILED HOEDOWN „ U �•. WITHIN 24 OF EACH END WITHIN 24 OF EACH END w HOLDOWN (2) #4 REBARS ABOVE DOOR OPENING. cs @} SEE DETAILS ON DWG-2 ° PORTION �,-- - -- --- -- - -�- •-° -- -- "- - SEE DETAILS ON DWG-2 ! o° TYP EXT.WALL { I `" Cn I W ° ` o C W ' CLEAR SPAN TYP.FLOOR CONST. er et v I ( 2X10 DECK LEDGER 1 ' I I a? Z SEE DET ON DWG 2 = it { Al" MAXIMUM LIM- 10FF BEAM BECKET Luci L. ® ..�. ..� ...." .�,� �. ..�.. ..® .,.�, ".�, J pt)cET (3)1-3/4"xl1-7/8"LVL `r LO30"MIN. ° (2)2x6 P.T.SILL PLATE W/MIN. I c`°v ! ---- -----------. ... _ . ._ _ ( )i 1. ..... ,.� © a im ...._ r... ".._ ..._ �. ..... ..... ._. ...� ..s ,".. RESAR -- ' ' REBAR MAXIMUM SPACONE#4 TYPICAL OING:Oit%2" 7230 C. + - - - - WLL LENGTHA { ®® IIN SHEARCONE EMBEDMENT OF 7"WITH NUT&WASHER. .. .... .� .. W(3 EXTERIOR12"MIN. REBAR 2 BOLTS PER PLATE AND HOLD AT LEAST _ ' ' ° LIGHT V) ONE BOLT-12"MAX AND 3 112" I t I - E 19'-5" N ABOVE I F.D. ( O ;, LENGTH ENDS OF PLATES. i I - O I ( 0 � SHIELD&SILL SEALER TYP. ' O 2"MIN. i °°'' `c�fl O U) I I FROM TYP,CONC.FOUNDATION---- i;>€ N I I 0 I �✓ CORNED x o t- t (� LLB C ' _ t }may/ // �j) CORNER I�ot D DOWN I I 0 I SIMPSON STRONG-TIE STD}I-14RJ A��'H�I -g_ �LT �ETl��L - I I M I I I I NTS SCALE:1/2"=V-111" , I7�-5" - 7'-4'/s" 8,"0„ $''0" $'-0" J $'-2'/a" I 4'-$" E - I - T - O C P I VCKET (3)-1-3/4-x11'7/8"LVL- - DROP ____ __ - t I I -°"-c YPI _ --J--_ _ -L_ J--_ t t N c O 0 � y ' _--_-__-_-__ -_ TYPICAL INT.FOOTINGlGOL r I I $ c `o - -- -�-- -r- , 30"x 30"x 12"THICK X a ° $ r; -__---__: POINT :___ __1 CAST-IN-PLACE CONCRETE I ;It °Y o o j �,`�o iD my� o tr 3 LOAD FOOTING&3-1i2"DIA STEEL � �,•- o �._�. ABOVE I 4'"011 COLUMN ( th o o o L a I I I C gN� C. � �,11 Ni =N N.�C C .�C y •'�" O BEAM t o Cr0- °° o ° One#4rebar r O� ' _i------- --------'- --1------- ------ _-'-- 1---� ------------'-- --�------- (TYP) E s- B 4) ° a i - (3)1-3/4"x11-7/8"LVL (3)1-3/4"x11-7/8"LVL POCKET L� J o ° ro m y ° m l:3EDMENT ° I - ------=l------- =- ---___-I------- - ------------ ------ +--- - I y= ?X I`1 " ° ° in Shear,MIN O _N a• .� C��p R i; $ ° ° , , , , _ , _ , P +l2 MIN. -r- -r- o F C � 8-S IL 1-.�N�TI-I �� r- �- r- �- �e IF4''12 rebar tenth [-'L) - ---- ---- t! o W m ff m a- o A ! T EXTERIOR PATIO SLAB REBAR LENGTH o o e a AM �I •- - 4 ° o I o o CKET �) (3)1-3/4"x11-7/8"LVL DROP UP - _________________________J__ I I 6"4000 PSI CASTIN-PLACE SLAB ----------------------------- ,+� W!6X6 w1.4/w1.4 WELDED WIRE MESH ON GRANULAR COMPACTED FILL. °e,' ° LO 2X6 FRAME AROUND PITCH SLAB AWAY TO DRAIN ° +t tld I STAIRCASE FROM FLOOR o Distance I ( TO CEILING. TREATED SHOE I = PLATEAND GYP.WALL BD ' &, tU t„�f4, min. INSIDE FACE OF WALL MIN. � tx ( 1 2 I ATTACi RAI RSIGS.HANDRAILS I _J J a Li 34"-3B'ABOVE NOSING. ., ( _, J from earner) I I I ' ' UNFIN. BASEMENT = ° R302.7UNDER-ST.'VIRPROTECTION _ 1st FL. METAL STRAPPING I m `r , O 4" CAST-IN-PLACE CONCRETE �p , CO ENCLOSED SPACE UNDER STAIRS THAT ( SLAB INSTALLED IN ' I co REFER TO IS ACCESSED BY DOOR OR ACCESS st r1�1.�,�SUN STHD14 _ TOP OF FDN. DWG-2 FOR PANEL SHALL HAVE WALLS,UNDER-STAIR ,X I t ACCORDANCE WITH CODE y _ DETAILS P LO SURFACE AND ANY SOFFITS PROTECTED N, v v O SECTION R506 r # r C End of each Garage boor QDenlnQS U) ON THE ENCLOSED SIDE WITH M STDH HOLD D-0- TYPICAL EDGf�NSTALLAT}QN and corners ofgar�ge watts I O VVNCH GYPSUM BOARD. �= +- LL. .SIMPaQN STRONG-TIE STDH 14R _ o X #4 REBAR 12"FROM TOP I I O TYPICAL INT.FOOTING/COL - - I I ... , cli strap can be applied O 30"x�"x 12"THICK over plywood sheathing I UJ CAST-N PLACE CONCRETE " #4 REBAR NEAR THE I x FOOTING&4"DIA STEEL - - - - Simpson STDH14 Embedded THIRD POINTS I cv, COLUMN - - - _ I ( I (' -... .-� J Hold-down with 38-16d Sinkers Hold Min NOTE: I � 1-1/2"from comers VERTICAL REBAR POCKET \ _ �) - -- - - --) r Provide at each Corner and openings #5 @ 41.O.C. , , (3)1-3/4"x11 7/8"LVt, I l STDH 14 P1 -------- -- -- -------- ' (3j13/ 'x11-7/8"LVL = 6feetorgreater.SeeDetailTh;sPage. -.,- -c.- ____�__ #4REBARNEARTHE I i - --------- ------- -------------T---�-- ----;--- ---�---- Ir:_-------- THIRD �- �- .-. ..� .-.. .._. ... _ .._ ._ _. ._ _.. - -- -� HOEDOWN N 0 POINTS - I13'-4" :_-- ___; ___; __ 13'-2" L POCKET 22'-10" I L^� - _ TOP OF FTG- 7'-5" 7'-4'/4" „ 4'-1" - - - \ ( i 11.) t I oo r I I I (N)E H CAS ORTAL 0 TABLE R502.3.1(2) 2-#4 REBARS CONT. I 5'I SMOKE o0 I FRAME WALL ABOVE cV z MAINTAIN REQUIRED SEPARATION 6 J t0 O U} DISTANCE FROM ALL HEAT O 7 ALARM I-- ( SECTION-SEE N d FLOOR JOIST;SPANS FOR COMMON LUMBER SPECIES(Residential living areas, live loads I I PRODUCING EQUIPMENTTO � �( � I � I s ! I DETAIL 3 ON PG 2 COMBUSTIBLE MATERALAS PER �- � r 40 psi, Ern=36C1)b . FDN REBAR SECTION I MANUFACTURER'S SPECIFICATIONS Ga tit ( I (n W = X, ALARM x, I ! J AND LATEST MECHANCAL CODE. a >' > Q SCALE. 1/4"= 1'-0"- �'i �—� o I ¢ w DEAR LOAM=1ED psfi DEAD LOAD ffi 2t!psf I o! I W I I I 0 2 x 6 Z x 8 2 2x 2 x 6 2 K 8 # 2 x 12 ' l{GAT:NG SY'TEM QI N JOj[§1 INSTALL IN COMPLIAN E = SPECIES AND 11) 12 10 � } WIRESIDENT,AL,ENERGY �; r_:___i______ .---------------� �-„__-_ SPACING &MECHANICIL CODE LL ' UNEXCAVATE� �1 (inches} Maximum floor joist spans � � 1 � '(. `„I ( -- i--At ----- ---- ----;----- - ' I TYPICALGARPGE I -1 LO (€t.- (ft.- (ft.« (ft.- ( t.- (�r.- (it:.. TYPICAL FOUNDATION - ( 9'-0" WALLS ) I t- _ _ 4" CAST-IN-PLACE SLAB {ft.' LAB LEDGE "-'" ( W/6X6 W4A X W4.0 WWM i- DROP TOP OF CONCRETE N IN ACCORDANCE WITH CHAPTER 4 GA goILER „ i „ , �, � in.) in.) in.) in.) In.) in.) In.) in.) I 14-0 __ + � 12-4 PITCH SLAB-1/4 FT TO ! AS REQUIRED FOR 8" & 10" CAST-IN-PLACE WALL WITH ( „ _ _ I GARAGE DOORS I GARAGE DOOR,SEE PLAN [) >uXl�ss HORIZONTAL REBAR: PER TABLE R404.1.2(1) I .� `'°` I FOR GARAGE DOOR SIZE M�'d SS 11-4 15-0 19-1 2.�-:, 11.4 15.0 1.•-1 n- l I I Mid fir-i3rch Greater then 8 foot Wall Height: One #4 bar within i - 12 inches of the top of wall and One #4 bar near �. COD I c>u :as ; the third tints in the wall story. o -' I tr1 a0-11 14-5 18-5 22-0 10-11 14-2 17-4 20.1 p fit' I'Irch VERTICAL REBAR: PER TABLE R404.1.2(8) SIMPSON STRONG T1E � � *� STDH 14 HOEDOWN I � I #5 @ 41 inches on center. TYPICAL EXTERIOR PATIO SLAB it C;r-lar1G�s #2 1 14-2 1 - 21�-11 1as 1 - 16.5 1 -1 ON 20" x 10" CAST-IN-PLACE CONT. WALL FOOTING, " f t ICarch 6 400o PSI CAST-IN-PLACE SLAB with 2 - #4 REBARS CONTINUOUS IN FOOTING �` W/6XE w1,4/w1A WELDED WIRE MESH = " i?CyLta,i t5 2 x 6 ACC; SILL PLATE, COPPER TERMITE ON Gf�ANULAR COMPACTED FILL. I 22-$ o fr•-larch #3 5-11 11-3 13- 16- 8.1 10- 12.7 14-7 SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND PITCH SLAB AWAY TQDRAIN I I ( I ►—� s~ .? M TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP I L. '"""" "- '°" `-' "- "" °`- '." -" "` .""' -- ~- "- "- °"-~ -- -"r° ,,,� r, �y Q, Hem-fir SS 10-0 14-2 18-0 21.11 10-9 14.2 18.0 21-11 FOOTINGS 1 V TO 2H. ! 45 0C ._ .... .-.. ._ ..... ..._. .... -... ...... .�. .� r.. ...... ..� r" ..._ .�. ..... .... ® �.. ..�STDH 14 '^" CV H=,Im-fir #1 10-6 13-10 17-9 21-6 10.6 1,3.1C 17-1 10-10 9'-0" FDN WALL � ..� HOLDOWN � 1 � �2)ANCHOR BOLTS nJ? C 'jam to tt He rn-fir #2 10-0 13-2 16-10 20.4 10-0 13-1 16.0 18-6 1YPICALANCHOR BOLT -R403.1.6 FOUNDATION PLAN IN EACH CS-PORTAL tt��tt tt� ✓"' tiC C� FRAME WALLABOVE MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH SCALE: 1/4" = 1'-0" SECTION-SEE Hein-fir #3 8-8 11-0 13-5 15-7 7-11 10-0 12-3 14-3 NUT&3"SO WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST 14'-0" DETAIL 3 ON PG 2 � ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. tit .�E�` O�� ' Sou' 1. Walls 24 inches total length or shorter connecting offset braced wall A {c 12 pine $S 11-2 14$ 18-9 22-1 Q 11-2 14-8 18-9 22-1 a panels shall be anchored to the foundation with not fewer than one anchor bolt � �`' located in the center third of the plate section and shalt be attached to adjacent1 braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedule) 13'-4" 13'-4" kiJ� it 5rrutheriz .- �l { ,, ;_. ; #1 1(�-9 14-2 1 S-0 21.11 10-0 14-2 15-11 20-1 �.r .<- pirye 2. Connection of walls 12 inches total length or shorter connecting :., - _ _ offset braced wall panels to the foundation without anchor bolts shall be permitted. 26'-$" The wall shall be attached to adjacent braced wall panels at corners as shown in 231-4" Item 9 of Table R602,3(1). (Fastening Schedule) ; ' -? 50'-0" 4T-O" ......-.... ....-.... ...._ ______. _ _.. .,....._...._..__..,....-.._..fir.........__. ... _.._.__._ ._._....____--_•--_.__.--� 'CEP 1 0 2024 i I 8"X8"SOLID WOOD W ' `PORCH POST WRAP i l i IN AZEK TRIM Uj I r + I !,tl I I +`1 i I j .' - 3 13 " 1 '$ -- Ltis- A[ CVE - - - I IIII W W I I ti STEPS {) < II II TO GRADE I ." i l (,"1 J ry 06 I n p x C I G J I S v ILL! Factory Built Fireplaces i I; I I,I POST POR H c HDR fi ` " 6'-6" INTO WALL ---� In accordance with chapter _.__ .,._ _. I I 10, factory-built fireplace inserts shall I I,II i _ P RC I,I 7'-4" be UL listed and labeled and shall be POST PORCH HDRLG. HT '- INTO WALL I; C E b 0 I'I l installed in accordance with the II A A 1 I;! C I-t- W conditions of the listing. Factory-Built TW3052-3 I 1 Q F I I ( TW3052 3 W fireplaces shall be tested in accordance ! ---- - _ U (2)1-3/4"x11-7/8"LV�. ; (2)1-3/4"x11-7/$"LVL` { U with UL 127. Hearths shall be installed in 1 I �✓ accordance with the listing of the ' __._ .__.. _. ..._..__.. __._- __._ _ ___.._.- __ ___ . _ rrnn Fireplace & in accordance with NYS code i Li.! Z � I I for Hearths & Hearth extension. J Z All Fireplace shall beequipped with anCIO pao` —' - -- -- __ CLG SPLAY LINE _ G 2 $ - j o Llj U_ 19 exterior air supply. Exterior air ducts N __. _ I LLW POST,,""- "� (3)1-3/4"xl6"LVL _ '''POST ; N -..: ! O shall be UL listed. Factory Built Chimneys HDR �- -- — -- -_._ _ ____.'- HDR " _ _ - { V) O shah be in accordance with chapter N: U n i p �! of I I N! DINING o� N I CL Z 10 Section R1005 Factory Built Chimneys. �I o 'NI1 I 9'CLG, a (/� }— M o I �! `- ¢ in? I I WOOD M; F.D. NOTE: GLAZING HAZARDOUS LOCATION: R308.4 ! -----... --- --. - N ; i + MASTER I I ', co w z co LIVING �; ! o: G i r� U-i O INCLUDING BUT LIMITED TO THE FOLLOWING: Q N = : j SUITE, p ROOM N' i I I 4 i i s+ ( (/� I o _j 0, Q_ Ce WINDOWS EXTERIOR FRENCH & SLIDING DRS -' il'CLG. U 11'CLG. i z» SAFETY GLAZING (TEMP GLASS) IS REQUIRED Plans indicates ANDERSEN series 400 Tllit Wash ! WOOD o wooD C I I I :® AT GLAZING IN A BUILDING WALL ENCLOSING BATHTUBS AND SHOWERS WHERE THE Model Numbers and shall be In accordance with R609 + o: x -- , N U I To be designed &installed as per manufacturers i - -- "' - ,�:..., . - - _-_ ...._ ---. .._-_ _- BOTTOM EDGE OF THE GLAZING IS LESS specification for 140 ultimate design wind speed i i 5t/" i m " i 15/�" � ._.___- --- " I _ 5 ,"-_ _ - _ I I 'E-2 THAN 60 INCHES ABOVE A STANDING I i{ =� _ ! °D I' z "' and Table 301.2 2 301.2 3 ($ �, 1 ! e-i aD r i tl •C') 1 t+. ! 06 w Z I m O E SURFACE AND DRAIN INLET. j x ti i 2`o" Provide HP LOW-E4 glass; U = .30, SHGC= .30 + E " " ` 1ID EGRESS: shall meet R 310 �I N �, rl I i --- Y d v o o 0 0 ! r + p € o i ZH0 c � E f0 `o UL LISTED GAS i - --- s �n WET SURFACES: R308.4.5 BEARING W_? PRE-FAB FIREPLACE o; i O1 { 3'6" M I o w I o t o ' r6 c WINDOW FALL PROTECTION: shall meet R312.2 N x - - ,r _ �-.w o _ z o v rn o GLAZING IN WALLS, ENCLOSURES CONTAINING Walt GLASS DOORS& �. i ! z>>- - o ar o o m 02 Substitutions made upon meeting Code. i i II w � o �' J.- WHIRLPOOL BATH TUBS, SHOWERS, p g I ` HEARTH EXTENSION ; v o o _ o o Hts o See page one general notes for additional I U w v o p g g I AS PER RESIQENTAIL ! CENTER �z ! v o o v"- 00--F, SWIMMING POOLS, HOT TUBS WHERE TH BOTTOM z-2x10 CODE-CHAPTER 10 I U_O w- ( ! ` a u °x m y o ,�C Y code requirements. i _._.._. I I q ( ; 'r WINDOW..__.___.. I i a T ! y X > n ' a o EDGE OF THE GLASS IS LESS THAN 60" i I - VENT TO EXTERIOR € + I K= �L kr ; { w z c)m i ar y = o u-, rr o c 3 ! ° WITH ISLAND , , w s yr P o MEASURED VERTICALLY ABOVE ANY STANDING OR i ! 8'-3" 3'-2" 2'-1" "< 9'CLG. l j ___-__ -__ __, :I > Y m °?; ! V= o 0 0 0 -a-' m a WALKING SURFACE SHALL BE CLASSIFIED AS ? -- _ .....__5 WOOD - i , _ ; I o o M: N _ 1 2 2� V'" _ ! or CID R312.2 WINDOW FALL PROTECTION NOTE: c 0 11'-8" g'_5N u' ! I E- - - i ; ; E- p ( - ,n 2 c d o 4-- o E PER TABLE R303.3.1(1)AND R308.3.1(2) i _....---.._ ._. __-- #-_- ._...___........_.._.__ r _... J ='s} L a o Q n ID 'Q w Z� i h o d v w c� ui.i= TOP OF THE WINDOW SILL SHALL I _ ._ c s= E E o a " w s CO o- �,in ra = BE A MINIMUM OF 24 ABOVE THE FINISHED �---- -- o 4 ; ; 3-2x10 3-2x10 +6 :_ " " c EXCEPTION: GLAZING THAT IS MORE THEN 60 r c�osl*T �{ I �-� ti a N = = 0 0 MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, j _ _ _� _____ _ o 2 L 0 FLOOR AND GREATER THAN 72 ABOVG THE , G• N 9'CLG. I �� - - - - --_ _-_;(5)1-314'x11-7/8 -LVL FLUSH ar i= Ca FINISHED GRADE OR OTHER SURFACES N E WOOD W000 I o m� g� 3 FROM THE WATERS EDGE 9CL J 1 = - �6 � 8oimarotn�ocmi BELOW ON THE EXTERIOR SIDE OF THE I{ BUILDING. SHALL COMPLYAS FOLLOWS: a; E I UP ! 1 Luz o f` SAFETY GLAZING IS REQUIRED ADJACENT TO „ 17R I I HALF WALI STAIRWAYS, LANDINGS, AND RAMPS WITHIN zi; a 36 INCHES HORIZONTALLY OF WALKING SURFACE R312.2.2 WINDOW OPENING CONTROL DEVICES: " i "' 2'-6" ' I I o � OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOMCn WINDOW OPENING CONTROL DEVICE SHALL ;t € I I Nj ! TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN COMPLY WITH ASTM F 2000.THE OPENING �; irr; w o �'yt _- _-- - N: I la) EXPOSED SURFACE OF GLASS IS LESS THAN DEVICE AFTER OPERATION TO RELEASE THE i w I i l �' w .. I 3'-�" CONCRETE STEPS 60 INCHES ABOVE THE NOSE OF THE TREAD DEVICE SHALL ALLOW THE WINDOW TO Lu¢�, j i i _ u;2'-$" 2'-4" AND LANDING I FULLY OPEN TO MEET THE CLEAR OPENING cn _¢ oo � I a--w_ ._ 1....- 48W 2'-4" -1^ 3'/�'T-0" S " 9' 11' To GRADE. HANDRAIL& OR WALKING SURFACE. a `�w- '. 14 N: M.,BATH, _--> - --- _ _._. ___ fi.__.._.,-....s __ __._.....,..._ GUARDRAIL AS REQUIRED AS REQUIRE TO MEET EGRESS R310.2.1 ' 4 o w o �, i g,; ,,-_,.__:.W_•:. STAIRCASE { ,/v I ? ci; , " O w 9'CLG.U. I ! PANTRY- I BY CODE O^z w w +y' CER.TILE V t (j3 '�a.(rr 00 at. } '7•,/N N tl 1 .. ."'.3i �I f , -_ to g �v i ..... _2_ 5 r- w= w v ' Cl; o Lu ao I �-I o i :r t s" 15'la" �} MUD/ I I i da i i; ; r`° i ; .:.R -� r.; I•A [ a0i�?@?sm� ! I ( ;i ! i . I UNDRY - . . .. OPEN T�t ABOVE m �' o gTi E �? i • I _f � � N DRY WASH POST IN M CUSTD WALL FROM i $'-6" POST IN - - ! ! SHWR LL FROM HEADER IN'"' 2-2x8 HE IN 2NO FLOOR --�" ; 2ND FL cL DN _ LINE OF FLOOR ABOVE _ I \ Nk 2'-8N R-21 BATT ,r -�.- ----�-':-- - -- - � INSULATION � " =n tp i I ¢ � __✓ _„ (2)1-3(4"x11-7/8"LVL FLUSH _ N f I 2,-ON j I WOOD STEPS ( 6 I - - ' o; R302.5.1 OPENING PROTECTION.C13 ' rL'F i ! INSULATED SOLID CORE STEEL I j d Z j Ted D008,26 WNIYt ��'1RE P2Afi�tS.-- `" WEATHER STRIPPED i j N O Q N', I R-21 13ATT W/SELF CLOSING DEVICE. ,Iry 2'4^ o! INSULATION I ; W W FOYER j I I i i j Q W y ! I 'z BATH WOOD U i { I , TJI 360-11-7/8"-Floor Joists .16"oc I ! I LG WO I I I , n '—I + 1 ! �I 9" 3/] 7 7,/," r- 22'5" 4'- _ .„EE w{ I 5'/" " 2: 5'/2"` OFFICE i 2-2x8zz . 2-2x8 j " PLUMBING NOTE: [NYI915.3.3RESIDENTIALBUILDINGSANDCOMMERCIALBUILDINGS o' 9 CLG An ; _ ,;=' I rr WOOD = o - _ � I hers/ ALL PLUMBING SYSTEMS SHALL BE WITH AN ATTACHED MOTOR VEHICLE RELATED OCCUPANCY ' N ; " 1, 6 8 6 N; n r _ X zo "? INSTALLED IN ACCORDANCE WITH N '' ! _ - -� !o , PART VII-PLUMBING CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN A CENTRAL OR OTHERWISE APPROVED �r x _ _...__........ N N- 't ( ) - / x 1 71 " L H i GARAGE `? N LOCATION W EACH OCCUPIABLE SPACE IN A COMMERCIAL BUILDING AND WITHIN 10 FEET OF - - _ _' _ i N DWELLING GARAGE THE ENTRANCE TO SLEEPING AREAS AND SLEEPING UNITS IN RESIDENTIAL BUILDINGS °„ i " IE / ' W ! ELECTRICAL NOTE: AND COMMERCIAL BUILDINGS THAT: N' i " + ; SEALBINSULATE` I SEPARATION IN I j i 3-2x10 ! ATTIC ACCESS PER i I ALL ELECTRICAL EQUIPMENT i } ! ACCORDANCE WITH SECT.1102.2.d TABLE R302.6 AND WIRING SHALL BE INSTALLED 1. HAVE A COMMUNICATING OPENING WITH AN ATTACHED MOTOR VEHICLE RELATED OCCUPANCY, ! __,-. __,,,.,,,, _ _ I j SEE DET ON DWG-3 , 2. SHARE ONE OR MORE COMMON WALLS WITH AN ATTACHED MOTOR VEHICLE RELATED OCCUPANCY,OR _ I ) R Pl C SEE DWG-1 FOR TABLE IN ACCORDANCE WITH PART VIII-ELECTRRCAL ? 3 2 1 -- __ C - T - - INSULATE WALLS I OF THE NYS CODE. A MINIMUM OF 75%PF 3• ARE LOCATED ONE STORY ABOVE OR BELOW A MOTOR VEHICLE RELATED OCCUPANCY. I ! rn rcr TW2452 3 I , ( PERMANENTLY INSTALLED FIXTURES I i _ _ - _ AREA, ON WITH LIVING MUST HAVE HIGH-EFFICACY LAMPS. ; r = ' E i PROVIDE:HEAT 1 ' ! ✓" O DETECTOR PER R314.2.1 j rJ MECHANICAL NOTE- THE ;T` i _ g , Z --� THE MECHANICAL SYSTEMS SHALL a Lots containing up to 20,000 square feet of lot area:2,100 square feet plus 12.510 of the BE INSTALLED IN ACCORDANCE WITH lot area in excess of 10,000 square feet up to a total of 3,350 square feet maximum, PART V&VI OF THE RC OF NYS. ; 1 rylrO I 1 r„1 �, ALL MECHANICAL SIZING PER ACCA LOT AREA: 19,755 SO FT i I j h �' l 00 p MANUAL"S"BASED ON LOADS j6 ! ALLOWABLE SQ FT; 2100 SQ FT+9755 X 12.5%=3320 SQ FT ! ' �y j 2-2x8 `L 2-2x8 CALCULATED PER ACCA MANUAL"J" PROPOSED 5Q FT. 3319 SQ.FT, DUCT COMPLIANCE WITH MANUAL"D" ! j R303.4 MECHANICAL VENTILATION. r- n I ._.____. _._W --..._...•� DWELLING UNIT SHALL BE PROVIDED 9 1 WALL HT TW3052 TW3052 WITH WHOLE HOUSE MECHANICAL I N 1ST FLOOR PLAN 7'-0^ 7'a^ _3'"6" s'-5N 3'-5°_ 2_- — ' F,D A, VENTILATION IN ACCORDANCE WITH = _- - _.:..._. -. .. :: _--:� ,k--...-. --- _.... _._,k r, _ r r, s rt�r SECTION M7507.3 SCALE: 1/4 - 1 -0 14'-0" I 12'-8" ' 6'-6" 10'-7" fi'-3"------ _. �r _. - ,r 2 � f l AREA SCHEDULE _ _._.... .. ..._. ____ _..._.- - _ _ _ m.. _ ._ _. _... _._. __ _ -_ -_- ' 23'-4" E��. SMOKE DETECTOR f -' ' CARBON MONOXIDE DETECTOR -- - s NAME AREA i 50'-0" REFER TO DWG-1 GENERAL NOTES 1 ' _ µ. _--_ _ .___.. _.. _ _.._-...__._..... IN ACCORDANCE WITH SECTION 91.5 OF THr FIRST FLOOR AREA 11985,0 sq ft.; 2020 IFC,R314,R315 OF THE RESIDENTIAL CODE OF NYS I GARAGE AREA i 510.0 sq ft. A c ..` R,. . w N� err I i SECOND FLOOR AREA 824.0 sq ft. ,.- 4T-0" 32-0" I 24 I 9'-1'/=" 8'-11'/z" i.l.l — — -?- — — — — — — — — — — — — — — = I • " - �! ....,...-._ _... -----i-__,.._...._...,..»_-.. - -�......... ........_'...�1 ".9.1.�3+R_�-..��OP JeD.._=wPC J✓ ._� .✓�a..+_ C_.9i+�`�i'_3R.Y.aw 'A.,�..imR_ =iCC -1 � __-___-.._.....�___.-_____._._...».._.., ,._.......,,,.»_-._... _......__.��,,._...._,.,_._.....»..___..._. �—,__ 4--- � t*- n — — —t r �t I i rW1 7 u V i AW251 W uj - I I I I h V)Lu J LL 06 I i lip I 11 ( ICI I J > co I f l I I ( °° 2'_0" I � � j 1: 2,_0" _ j ._2X1b_ AFTER .». @1�"oc. , .X1Q._BFTERS.__._Q 16"4c. 1 i H iui s I _._ �, � I i WI w� ► ! i (� U i I � 2X6 PLATE O � N TOP Oo I / 2X6 PLATE ON TOP , I -OF CEILING JOISTS \ cc / OF CEILING JOISTS- I I u i Z N p I Z ! I 1 60 In 1.1 1 L7 1 u- Y 00 1 Olt 2X6 FRAME WALL / o cty O i ) u }- � I I 3 i � W � ' I cn w �f tr I i 0-- c.� Z I— toiw0g ti� � Nw I I � W oO I I u- p wow - 1 CL U U) I uC%j .l U UNINHABI ABLE ATTIC.- \ (� WITHOUT,STORAGE `� z I I 1 p X N _ CINI Q ci / X U t t �� N U CD # O UNINHABITABLE ATTIC- o { I E C \ 'y / WITHOUT STORAGE r I I I t Y °o I "' r x ! p S° v ! ! I m y p I EXTEND 2X6 TO SUPPORT \V11 ��. �' o � ° I THE UNDERSIDE OF ROOF F- to I i ! Itt • ! z RAFTERS •OI! a.,yrn�� :0�� BEARING yj mU Ov g�p - wC\) 6LL OO 0 •. �`@oo r I J I I U I } yt I i y L N p QU\ 0 CN��._ L0 � 11'-8'fz" 21.1" �: N o)y -- ~' 22 to C x N ,� EXTEND 2X6 WALL TO SUPPORT `' s o c� ��', a o `o o N THE UNDERSIDE OF ROOF I I .o a 0 g g m 2 C n M i) U.0 111 RAFTERS 'c m s E m ° c'c ? U m _ d V) mC 0 C� O 6 I 6 I m e c°3i E " 'm $» 2X6 FRAME WALL y+ (3)1-314"x 14 lVL �.2� I ,°, y vE n o y o\ 'N 1 1! � to r. ! _ , 8'CLG. I _ - - C9 - _ - - - - - - _ — _ + - i -� - - - - _ - (1)1-3/4_x14"LVL RIDGE BOARD U II o i -- 0 SEAL&INSULATE t 18' I ATTIC ACCESS PER �— i J t N SECT.1102.2.4 I U I SEE DET ON DWG-3co [' t to OS I! --- -=- 0 Nr Cn I I -- UNINHABITABLE ATTICco i _ t» I I --•-••- rt I WITH LIMITED STORAGE I I I FAN !;:. +; ._- 00 ( I m ! I m /n '' ! OPEN TO,BELOW u, ¢ t9 Vr{ W CD ( ( I f i rV-441,�" — 3'-11'/," i a U) Zt _... ,... - _ ... 8 TTIC AC t � � Q 30"X 4 "A C"SS ' I+ �. •, _.--__ ___ .� W I CL o SEAL&INSULATE PER I # I f ¢ w! SECT.1102,2.4 Ln I 2-9" r t# _ _- w 1 U x t SEE DET ON DWG-3 W ! I CA I d if €g t O N •n / ' NI g its $''�C t I I i DN A ' _ I a .� -GU RDRA L � 1 ' -3/4"xF18"LVL -µ FLUSH I i I H ! i CV I I w D iiv � !_� ! � WllH LIITED-6TQRAG E XVNINHABTABE ATTIC. cv: I I O i ts1 8'CLG. I ( "• W 3/4"PLYWD SUBFLOOR LU <L W U i ( i cn f I 8'CLG. .++ YYtL.L } AD AF�Ek$ 6"0C 12X1iS_RAI TERS a 1 "pC `SEARING I I f I 8 N OISIS &�$.$�.,, WALL I ( I E 1 ± I E 14�'O" W I I t tD 3 2x10 LINE OF WALL BELOW— — - AX231 I 3" t 3" N MULL MULL 2-2x10 N I } IO o + TW2436 -TW 436 TW2436 2x6 COLLAR TIES 0 48"°,c.I LINE OF WALL BELOA — _ — Wr — cl N• — -- _ _ .._2x{0,RAFTERS ......_... ... I ' L I v o cz I i 20 I I o rr ll tTW3046 8'-1" WALL HT L — — — — — — — — — — — — — 2ND FLOOR PLAN D A5. SCALE: 1/4" = 1'-0" ` ! I , e _! AREA SCHEDULE CD 23` 1" -" E � I; NAME ( AREA _.. ._._._.>...._........ _•_..._ _. ---� ... ._ _..__..__ ......_- ___.•_-----�' _ .h>' { SECOND FLOOR AREA(INCL OPEN FOYER) :824.0 sq ft. 9'9" f ......_... 12 - x: Town Hall Annex Glenn Goldsmith,President C 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 Eric R'epenoski Southold,New York 11971 Liz Gillooly a" Telephone(631) 765-1892 Elizabeth Peeples . Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Seetion For Office Use Only E C E I V E Coastal Erosion Permit Application Wetland Permit Application JU`R U, � Administrative Permit Amendment/Transfer/Extensi n .Received Application:.. 7 1 �`7 Souftd Town Received Fee:.$ T?S� �T Completed Application: Incomplete: . . SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): TLWRP Consistency AssessmentForm Sent: CAC Referral Sent: A a l Date of Inspection: Receipt of CAC Report: _ Technical Review: Public Hearing Held: Resolution: Owner(s)Legal Name of Property (as shown on Deed): Elizabeth Rerisi and Samuel Fishman Mailing Address: 29 Whitman Ave,Syosset, NY 11791 Phone Number: 516-921-2420 Suffolk County Tax Map Number: 1000- 55.-3-31 Property Location: 3085 Laurel Ave, Southold, NY 11971 (If necessary,provide LILCO Pole#,distance to cross streets, and location) AGENT(If applicable): David Bergen Mailing Address: Box 1008, Cutchogue, NY 11935 Phone Number: 516-848-6438 Email: davebergen780gmail.com . °I Board of Trustees Application GENERAL DATA Land Area(in square feet): 19,755 Area Zoning: residential Previous use of property: residential Intended use of property: residential Covenants and Restrictions on property? Yes Fv'�_No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? . Yes nNo If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes FV _No If"Yes",please provide copy of decision. is project reqg=any demolition as per Town Code or as determined by the Building Dept.? Yes ✓ No Does the structure(s) on property have a valid Certificate of Occupancy? Yes [V No Prior permits/approvals for site improvements: Agency Date ❑✓ No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency?fl No_Yes If yes,provide explanation: i Project Description(use attachments if necessary): Construct a two story, 2,878 sq ft.house . with an IA Septic system, permiable driveway, gutters, leaders going to drywells and a 25 foot non-disturbance buffer as per plans submitted by Robert Higgens Architect. J Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To build a single family residence Area of wetlands on lot: 1000 square feet Percent coverage of lot: <•1 , % Closest distance between nearest existing structure and upland edge of wetlands:0 feet Closest distance between nearest proposed structure and upland edge of wetlands:75 feet Does the project involve excavation or filling? ❑ No ✓ Yes If yes,how much material will be excavated? 63t cubic yards How much material will be filled? ® cubic yards Depth of which material will be removed or deposited: //�� feet Proposed slope throughout the area of operations: C QL_Ft- Manner in which material will be removed or deposited: will be used as fill under porch areas. R e o �-� o `�r — Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason,of such proposed operations(use attachments if appropriate): none. We are including a 25 ft. non-disturbance buffer r 617.20 Appendix S Short Environmental Assessment Form Instructions for.Comnleting Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part l based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 Project and Sponsor Information Rerisi and Fishman House Name of Action or Project: Same Project Location(describe,and attach a location map): 3085 Laurel Ave, Southold, NY 11971 Brief Description of Proposed Action: Construct a two story 2,878 sq ft residence to include an IA Septic system, pervious driveway, roof runoff drainage and a 25 ft non-disturbance buffer. Name of Applicant or Sponsor: Telephone:516-848-6438 David Bergen E-Mail:davebergen78@gmail.com Address: Box 1008 City/PO: State: Zip Code: Cutchogue NY !11935 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. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: Southold Town Trustees 3.a.Total acreage of the site of the proposed action? .45 acres b.Total acreage to be physically disturbed? M acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? •45 acres 4. Che I land us at occur on,adjoining an ar the propq=4 action. Urban Rural(non-agriculture) Industrial Commercial ✓❑Residential(suburban) Forest Id ❑Agriculture Aquatic QOther(specify): Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ✓ b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? `/ 7. 19 the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO. YES If Yes,identify: a ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES. b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action wil I exceed requirements,describe design features and technologies: ❑ Fv 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method forproviding potable water: ❑ F 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: iA Septic System a ❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? ✓ b. Is the proposed action located in an archeological sensitive area? ✓ 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO 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: 14.VVWetland ntify the typic bitattypes that oc n,or are likely to be found on tVMrcject site. Check all that apply: Shoreline Forest Agricultural/grasslands Early mid-successional Urban Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain? NO YES ✓ . 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO If Yes, a.Will storm water discharges flow to adjacent properties? ✓ O DYES ✓ b.Will storm water discharges be directed to established conveyance systemspff an drains)? If Yes,briefly describe: CO ✓ ES In accord�n�te with Chanter36 of Town Code Page 2 of 4 r 18.Does the proposed action include constriction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: a ❑ 19.Has the site of the proposed action or an adjoining property been the location of.an active or.closed NO YES solid waste management facility? If Yes,describe: � ❑ 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 AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE / Applicant/sponsor name:_avid.Bel en, Date: I 1 t . .Z 1-. Signature:, PJ Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all ofthe_following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur I. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? ❑ ❑. 3. Will the proposed action impair the character or quality of the existing community? ❑ ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ El of a Critical Environmental Area(CEA)? 5. Will the p oposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? ❑ 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? ❑ b.public/private wastewater treatment utilities? El 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, a waterbodies,groundwater,air quality,flora and fauna)? El Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? El' 11. Will the proposed action create a hazard to environmental resources or human health? �. ❑ Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. aCheck this box if you have determined,based on the'information and analysis above,and any"supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 Board of Trustees Appli "_ `ion AFFIDAVIT BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S).AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE.TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL-BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED.BY THE SOUTHOLD.TOWN BOARD.OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN'OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREEFROM ANY AND ALL DAMAGES AND CLAIMS ARISING.UNDER_OR BY VIRTUE:OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE:THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES;INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER`.ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION.- INCLUDING A FINAL.INSPECTION. I:FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO%ENTER ONTO MY PROPERTY.AND AS.REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL. EROSION PERMIT ISSUED BY'THE BOARD.OF TRUSTEES DURING THE.TERM OF THE PERMIT. T , Signature.o.:Property Owner Si ture of Property O er SWORN TO BEFORE ME THIS DAY OF r ^ ' No Public GAIL A. RERISI NOTARY PUBLIC.STATE OF NEW PORK No. 02RE4960926 Qualified In Suffolk County mV Commission Expires January 02..SC4.8- ?_Qz(0 Board of Trustees AppU4 -ion AUTHORIZATION (Where the applicant is not the owner) I/We, -:EZ/zA6,eYX Ael l` ANO cJAm�,�G Shi�Ar'' owners of the property identified as SCTM# 1000-_0SS,, 04 d Z✓°00_031� in the town of -56 le 7�o L-� .New York, hereby authorizes TA VC i4, 66 E/U to act as my agent and handle all necessary work involved with the application process for permit(s)from the Southold Town Board of Trustees for this property. 4 fiwp"ty wner's Signature 4PropeOwner's Signature SWORN TO BEFORE ME THIS.. .. . DAY OF —TL x ,L 20 Notary ublic GAIL A. RERIsI NOTARY PUBLIC.STATE OF NEW PORK No. 02RE4960926 61ua1►fled In SWIM County My Commission Expires January 02.4a4. —. glop � APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM 4 The Town.of Southold's Code-of Ethics:prohibits,conflicts of intereston-the partoftownofficers and>employees.The numose of ,this form is'to.provide-information which can alert.the-town-of possible conflicts of interest and allow it to'take.vihateveraction is. necessary to avoid'same. YOUR NAME: ��/Z�'f�Ef�C Aegl5l /�/�0 SAYh.GrPG �Shih/1/J (Last name,first name,ipiddle'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.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other,name the activity.) Do you personally forthrough your,company,spouse;sibling,parent;orchild),have:a.relationship:with.any;officeror employet. of the Town of Southold? "Relationship"includes by-blood,:marnage,or business interest."Business interest"means a1usigcss, including a partnership;in:which the town officer or employce_has.eve partial ownership of(or employment.by)'a`corporation in which the town officer or employee owns more than,. %Ofthe shares. YES n 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): EIA)the owner of greater than.5%.of the'shares of the corporate stock of the applicant Ja (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non:corporate entity.(ivhen-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 t ' Aelvt�w'� day of 20 Z Signature Print Name " Form IS 1 snmL-( C t M�vl I APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Soutliold's Code of Ethics oroli bits conflicts of interest on the bait of town officers aid,emol9M,The ouroose of this form is to provide inlhrination which can alert the town of oossibie conflicts of interest'and allow W6 take whatever action is necessary to avbid same. YOUR NAME: David Beggen (Last name,first name,.rpiddle 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.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee ✓ Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally.for through your company,spouse,sibling,parent;or child)have a relationship with any officer ore mployee of the Town of Southold? "Relatiionship"includes:by blood;:marriage,or businessjnteresl:"Business interest"means wbusiness, including a partnership,in which the town officer or employee has even.a.partial ownership of(or employmerit try)-a corporation in which the town officer or employee owns more than.5"/e of the shares. YES —^ NO . I— r _ 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): 12A)the owner of greater than 51/6 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 acorporation); - C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this j day of �� 20 2- Signature A ,�- Print Name David Bergen Form T5 1 --'Board of Trustees Applicaty.:,. PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: ADDRESS: 5 s- 3- 30 55 7 - 3 STATE OF NEW YORK .COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of . 20 Notary Public Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: c P�s - i k a m load NAME: ADDRESS: RX&A /4' t lien IOC fl r 72 7 >� ��- .. 1 �� 17;z Al, R� � f � �c�rC-) Z.265- G.a (—I V)ell Sp..e � �o�E► 1 f'L , ';tp P Z. h 015ejl� (0 e qca STATE OF NEW YORK COUNTY OF SUFFOLK 0 C%J J t3 � , residing at IZS being duly sworn, deposes and says that on the G day of �m� . (S , 20 ZF , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. / Signature _.,..�..__ Sworn to before me this Lj, E C E i Day of �C.��///c�� , 20 MATTHEW SANCHEZ SEP 1 6 2024ILL)J NOTARY PUBLIC STATE OF NE'At ,OR SUFFOLK COUNT`( LIC.#01SA0012649 Souftwlown Notary Pub is COMM.EXP.08/25/20. Trustns _ Postal ■ • stal Service"' ■ ! MA G3 ■ ■ MA ILO RECEIPT ru r� /• I �"' /. estic Mail Only ru �- § v,i €f:..i {;':9 ; y`,^�j Is , A :'.::at: >'}•..Y �. ;✓ »:.:;R • .�. ,`•3i441, 'L_ � '):ti :a ),F•C • S.i .. '-•-q Certified Mail Fee _, ='i ! i. ! 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A. Sig Ia re ■ Print yourname,and address.on the reverse X ❑Agent so that we can return,the card to you.. p Addressee ■ Attach,this card to the back of the mailpiece; iv� anted Name) �. to Delivery or on the front if space permits. �'( 1. Article Addressed'to: Is delivery address different from item 17 E3 Ales If YES,enter delivery address below: ❑No �.,(,fo, (� 4r 71>wsrtc�S '; �=a J� It7JZ- - 3. Service Type p:Prioriry;Mell ExRssas s.. i El Adult Signature ;'.❑Negisfed Mail?IN. f ll I IIIIII Illl III I ll l II II I II l I I III IIII III II I'll ❑Adult Signature Restricted Delivery ;p;Registered Mail Re`kl«ed fCertifled Mali®. Delivery 9590 9402 8825 4005 4258 94 �j��fled Mail ResMcted'Delivery ZI Signature ConSfriiatton- ❑Collect on Delivery 0 Signature colm von . 2: Article Number friansfer from service label ❑Collect on Delivery Restrtcted,Deltvery Restricted'Dellvery -1 Insured Mail ' 7022 1670 0002 8341 2 614 Insured MaII.Restrlcted Delivery PS Form 3811i,JUiy 2020 PSN 75d0=02-000-9053 = ' �f Doriiestic Rei{ifn Receipt' ; SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete-34vns''14�3. A $i n ture -■ Print your name and address on the reverse X �., El Agent so that we can return the•card'to you. �' ❑Addressee'' ■ Attach this card;to the back of the mailpiece,' Bi Rec ' d by-(Prin d Name) C. Date of Delivery y or on the front if space permits. _ = ._ )i�r �, ` r• ll. Article Addressed to: -. D. Is delivery address different from item 17 ❑Yes <j If YES,enter delivery address below: ❑No 3 %l0 . 7 1. � AZ 85�6 3. Service Type ❑Priority Mail Express® IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �AertnfiedM®ResMctedDe�very l7Metered MailRestricted' 9590 9402 8825 4005 4259 00 0 Certified Mail Restricted Delivery 0 Signature Confirmation7m ❑Collect on Delivery ❑Signature Confirmation 2.'Article Number Mdnsfer'from_service label)- - - O Collect on',Delivery Restricted Delivery .Restricted Delivery ' O Insured Mail 322 1670 0002 8341 2607 O Insured Mail Restricted Delivery-.-- over.$500),,- Y P8 Form-3811,.July-2026pSN 1530-02-000-9053 „.,s• ;t3timestic Return Receipt i I � SENDER, •MPLETE THIS SECTION COMPLETE • ON DELIVERY IN Complete Items 1,2;aridi3.:?' A. Sig lure ■ Print your name anil'�.ad{0i ri the reverse X ❑Agent So that we can retUeft the card to you. ❑Addressee i v B. Received y( rinte me) C.Date of Delivery , ■ Attach this card to the�back of the mailpiece, or on the front if space permits. 1 Article Addressed to: ti:M1:"' D. Is delivery address different from item 17 ❑Yes r If YES,-enter delivery address below: ❑No I II I IIIIII IIII III I II I II II I II I I I III I Ill I Ill II III 13 3, Service Type ❑Priority Mail l Express® Adult o Adult Restricted Delivery E3rydMailRestric Restricted: D 9590 9402 8825 4005 4259 17 ❑Certified Mail Restricted Delivery 0 Signature Confirmation*" ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(fransfer.from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery ^,Insured Mail J 2 8 3 41 2591 Insured Mail Restricted Delivery over$500) 38l 1,Jc;2020 PSN 7536-02-000-9093 Domestic Return Receipt Glenn Goldsmith,President �ag�FFU(�l'�o Town Hall Annex A.Nicholas Krupski,Vice President ,�� Gy 54375 Route 25 Eric Sepenoski y z P.O. Box 1179 Liz Gillooly o � Southold,NY 11971 Elizabeth Peeples �'�Ij01 �,�0! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD E FIVE --------------------------------------------------------------- In the Matter of the Application of SEP 1 6 2024 ELIZABETH RERISI& SAMUEL FISHMAN COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO'OT COMPLTETTERTHIS_T'0RM_V1V_T-IL:-THE7POSMA NG M1 RE-A&NIB& IN:PLA:GEOR A; 'LEAST�SE�YENDA 'SIZIOOTEUBLI j HE'S . + 1D�TE��"�O-MPEETE:.THI,SYhfORM&V ETGHTHRDA4YOnRM-ATER I, r r c , residing at/dba v�,2 n�ss�4o n R 13 being my sworn, depose antsay: That on the ) day of ScF f r a—'P. , 20 Z4, I personally posted the property known as r � c t s 4 by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday, September 18,2024. Dated: 6 (signature) Sworn to before me this & day of36vkQ0 MATTHEW SANCHEZ NOTARY PUBLIC STATE OF NEW YORK SUFFOLK COUNTY LIC.#01 SA0012649 COMM.EXP.08/25/2027 Notary ,NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: ELIZABETH RERISI & SAMUEL FISHMAN SUBJECT OF PUBLIC HEARING: For a Wetland Permit to construct a two-story, 2,878sq.ft. dwelling with entry porch, rear porch, side entry, basement entry and attached garage; install A/C units and generator; install an I/A OWTS system landward of dwelling; install a permeable driveway; install gutters to leaders to drywells to contain roof runoff; establish and perpetually maintain a 25 foot wide Non-Disturbance Buffer area along the landward edge of the top of the bank with a four (4) foot wide access path to the water. Located: 3085 Laurel Avenue, Southold. SCTM# 1000-55.-3-31 TIME & DATE OF PUBLIC HEARING: Wednesday, September 18, 2024 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 i Town of Southold 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. *Fxcept 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 adveise effects,Mponthe coastal area(which includes all.of.Southold Town). 3 If any question in Section C on this form is answered "yes" or"no", then the proposed action will affect the achievement of the-LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail,..listidg both suppoctinu:and non- su0nortina facts. 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# 1000 _55.-3 -31 PROJECT NAME Rerisi and Fishman Residence The Applieation has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept'. ❑✓ Board of Trustees ❑✓ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Pemrit,approval,license,certification: Nature and extent of action: Construct.a single_family.two story residence Location of action: 3085 Laurel Ave,Southold, NY 11971 Site acreage: -45 Present land use: Residential Present zoning classification: Residential 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: Elizabeth Rerisi and Samuel Fishman (b) Mailing address: 29 Whitman Ave,Syosset, NY 11791 (c) Telephone number: 516-921-2420 . 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? C. Evaluate,the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY 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 LNVRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes No ❑✓ Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes❑ No 21 Not Applicable r Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ✓0 Yes ❑ No❑ Not Applicable The inclusion of a 25 ft non-disturbance buffer landward of the wetlands 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 0 Yes 1:1 No El.Not Applicable The significant setback from the wetlands plus the inclusion of a 25 foot non-disturbance buffer will prevent flooding and erosion into the wetlands arid Long Creek: Attachadditioiial sheets ifnecessaiy Policy S. 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 ❑ No Oot Applicable The use of an IA Septic system along with drywells for roof runoff plus a permiable driveway will all protect water quality. 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. 0 Yes [:]No ❑ Not Applicable 1 The significant setback of the house along with the inclusion of a 25 ft. non-disturbance buffer. Attach additional sheets ifnecessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes [:]No❑✓ Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluatiop criteria. Yes ❑ No ❑Not Applicable The inclusion of an IA Septic System will minimize environmental degradation from waste 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.❑ Ye❑ 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 Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑✓ Yes ❑ No❑ Not Applicable Potential runoff mitigation from property into Long Creek is reduced by the signficant setback and 25 ft non-disturbance buffer. 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 0 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 PREPARED BY David Bergen TITLE Agent DATE 9/ t /k� iVumberof pages 4 5/20/2024 9:46:51 PM VINCENT PULED W CLERK of This document w8l be pubffc SUFFOLK COUNTY cec4t . faaetem ►0 L D00013249 31 ,.` Soda(Sk'.cuft NLit41Ws P 535 priorto recording. 23-31005 -7 Deed f Mortgage IttstfilarreM i7eed!NSorIg-age i Ex Stamp Record'mg/ffg Stamps 3 Fi;ES age Adt Pago l Faiing Fee 1.Basic Tax Handling 20. 00 2. Additional Tax TP, 5.00 SubTotal Notation 0.00 SpoeJASaR. or ER,5217(County) 5.00 MTM 50.00 SM./Add. 250.00 TOT. .TAX Fa,52i7(Store) Dual Towrn„�,r,,,Dual County ...... R.P.T.&A 200.00 Held#orAppoftftent Comm.of Ed. 5. 00 TfardwTv 0.00 ,affidavit - + . Mansi in Tex 0.00 0.00 The pmpe►t�►covered by this mortgage is Certified Dopy or vA be uriproved by.a ona or two wS Suretwoe 470.00 fairly4wolug OW SubTotal ¢S,______art�t4 , Other 52000 Grand Total . If Na,sea approptlate tax douse an - page of this{nstrurnent. Dist. Section JBIock E# 5 Cflmrntx r Preservatian Fund Foam Property 240 T Consideration Aactourtt 5490,000.00 T=Service R V61 SA 10,375.00 Agency GPF Tex Due $ Verilrcat'ton srsrzoza Improved 8 rs rons, eases ope ers i ress Rr-GORDRi:YURN7G ltacantland,.g spaw Abotract Service TD 10 350 Old Country Rd, Slitte 205 Garden. City NY 11530 TQd----�—�--- TD Mail to: Vincent Pulso,StOlk County Clerk 7 Ttt*GompanytnU mtion $10 Center Drive, Riverhead, NY 11901 Co_Name w ww.sufbIkcourftyny.gov1derk Too u o o-unty Recordingorsemen are This pageforms part of the attached DWT made by: (SPECiFYTYPE OF INSTRUMEbM Thepwilsesher3in lssitaafted in SUFFOLK COUNTY,NINY YORK TO lnthe TOWN of S06ni K)LD ln€he Vll tAOE orkMVLETaf BOM6 THRU S MM BE I(POOR PRINTED IN BLACK INK ONLY PRiORTO RECORDING ORFIL NG. 0 4 9T7 to- s CONSULT YOUR LAW'o_.,4 MORE SIGNNG THIS INSTRUMENT THIS INS,-": 'ff- SHOULD BE USED 8Y LAWYERS ONLY ` Bargain and Sale Deed, with Covenant against Grantoes,Acts as of THIS INDENTURE,madefte,zof tl 2024 {� �� " Vyusal 13ETMEN SUSAN P.ANDERSON, Residing at:2265 Long Creek Drive,Southold,NY 11971 Party of the first part,and ELIZABETH RERISI and SAMUEL FISHMAN,as Husband and Wife Residing at:29 Whitman Avenue,Syosset, NY 11791 party of the second part, WITNESSETH,that the party of the first part,in consideration of $10.00(TEN) dollars 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,pied or parcel of land,situate: "Schedule A Attached' BEING AND INTENDED TO BE the same premises as acquired by the Grantor herein by the deed dated 10/7/1998 and recorded 10/1511998 in the Sufinik County Clerk's Office in Liter 11923 Page 113 and by deed dated 9/30/2019 recorded IgAO20 In the Suffolk County Clerk's Office in Libor 13043 Page 45. 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 party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered In any way whatever,except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as If it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: SUSAN P.ANDERSON I 1 , � J Box 1008 Cutchogue, NY. 11935 July 1, 2024 Southold Town Trustees Town Hall Annex 54375 Rt.25 Southold, NY. 11971 Dear Trustees: I am respectfully submitting to you the attached application packet for a wetland permit for the Elizabeth Rerisi and Samuel Fishman residential home located at 3085 Laurel Ave, Southold NY. Enclosed you will find: Wetland Permit Application Short Environmental Assessment Form Authorization Form Owner Affidavit Applicant Transactional Disclosure Form Agent Transactional Disclosure Form LWRP Consistency Assessment Form -Copy of Deed Transfer Property survey which includes site plan -Copy of construction plans to include elevations Color photographs Site location map -Application Fee in the amount of$1250.00 Thank you for your consideration of this application. Please do not hesitate to contact me at 516-848-6438 should you have any questions. Sincerely, 0 �,,C13 David Berg ,Agent for E C E I �/ E Elizabeth Rerisi and Samuel Fishman M I ;, i JUL 12024 Southold Town of Trustees