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HomeMy WebLinkAboutTR-10847 I I�IIIII III IIIII I�lll IIIII IIIII IIIII IIIII IIIII IIII III � ti __ aVE IIII�IIIIIIIIIIIIIIIIIIII NOv 1 0 2025 SUFFOLK COUNTY CLERK .Southold Town RECORDS OFFICE Doan of Trustees RECORDING PAGE Type of Instrument: DECLARATION Recorded: 10/21/2025 Number of Pages: 8 At: 11:58:50 AM Receipt Number 25-0136149 LIBER: D00013313 PAGE: 512 District: Section: Block: Lot: 1000 037.00 05.00 015.000 - -EXAMINED AND CHARGED AS FOLLOWS Received _the Following Fees For Above Instrument Exempt Exempt Page/Filing —^ $40.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO TP-584 $0.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $200.00 NO Fees Paid $280.00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL VINCENT PULEO County Clerk, Suffolk County PAI 1 � � � l� •-Wit`=- gl �U u �� n' f Number of pages RECORDED oV O V 0 2025 2025 Oct 21 11: 1:50 M VINCENT PU EO CLERK OF Southold Town This document will be public SUFFOLK COUNT Board of7lUSteeS record. Please remove all L D00013313 Social Security Numbers P 512 prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp' Recording/Filing Stamps 3 'FEES Page/Filing Fee q0. G Q Mortgage Amt. 1. Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total — Notation SpecJAssit. � or EA-52 17(County) Sub Total 6 0• C Spec./Add. _ EA-5217(State) TOT.MTG.TAX R.P.T.S.A. - Dual Towm Dual County_ Held for Appointment Comm.of Ed. 5. 00 Transfer Tax Affidavit Mansion Tax — The property covered by this mortgage is Certified Copy or will be improved by a one or'two .NYS Surcharge 15. 00 2Z0 pC, family dwelling only. Sub Total YES or NO Other _ Grand Total �-�0 'QO If NO,see appropriate tax clause on page# of this' ent. � L Z 3633658 1000 03700 0500 015000 4 Dist. 5 Community Preservation Fund Real Property R W" IIIII IIIII IIIII IIIII Consideration Amount$ Tax Service Agency CPF Tax Due $ Verification _ —— - = - -` Improved-Satisfactions/Discharges/Releases List Property Owners Mailing Address "RECORD 8z RETURN TO: Vacant Land TD S/0 20 / A/,J . TD �o J%N°a� ✓N /�/��� TD Mail to:Vincent Puleo,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 — - www.suffolkcoun ny govTcferk Title#Name 8 Suffolk Coggtj Recording & Endorsement Page This page forms part of the attached �cC 4'f9 T/0 A made by: (SPECIFY TYPE OF INSTRUMENT) �ON Tj le .S The premises herein is situated in SUFFOLK COUNTY,NEW YORK. 1 TO In the TOWN of In the VILLAGE or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. tz-o 1-to/olkk (over) R � DECLARATION OF COVENANTS �OrIT Ri S THIS DECLARATION made this 1A day of Y , 2025 by Nicholas and Aspasia Rontiris, residing at 240 Knoll Circle, East Marion, New York hereinafter referred to as "DECLAR.ANT(S)": WITNESSETH: WHEREAS,DECLARANT(S)is/are the owner(s)of certain real property located on, 240 Knoll Circle, East Marion, Town of Southold, County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section 037.00, Block 05.00, Lot 015.000 which is more particularly bounded and described as set forth in Schedule "A" annexed l hereto,hereinafter referred to as the Property; WHEREAS, the Property is situated on lands within the jurisdiction of the Board of Trustees of the Town of Southold(hereinafter the Trustees)pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor, and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted; WHEREAS,the DECLARANT(S)therefore made application to the Trustees for a permit pursuant to'the Wetlands Law of the Town of Southold to undertake certain regulated activities; and WHEREAS, as a condition of the granting of a Wetlands Permit(Exhibit A)to undertake such regulated activities, the Trustees required a 1-to-1 tree replacement for any tree removed; establish and perpetually maintain a 15' wide non-turf buffer. WHEREAS,the DECLARANT has considered the foregoing and has determined that the same will be for the best interests of the DECLARANT and subsequent owners of the Property. NOV 1 0 2025 Southold Town Board of Trustees NOW, THEREFORE, the DECLARANT(S)do/does hereby covenant and agree as follows: 1) Upon the substantial completion of the aforementioned permitted activities there shall be established a 1-to-1 tree replacement for any tree removed with native hardwoods with a minimum 3" caliper; establish and perpetually maintain a 15' wide non-turf buffer along the landward side of the dwelling; as defined by Chapter 275 of the Town Code, as detailed on permit#10748 and as depicted on the survey prepared by Ciardullo Architecture&Engineering,PC. Received on October 6, 2025, and stamped approved on October 6, 2025. (Exhibit B) 2) These covenants shall run with the land and shall be binding on the DECLARANT(S),-his/her/their heirs, assigns, purchasers, or successors in interest and may only be modified after a public hearing and upon resolution of the Trustees. �/: EINOV0 2025 _' I dTown ��'—'Trustees INTENTIONALLY LEFT BLANK 2 IN WITNESS WHEREOF, the owner(s)has%have duly executed this instrument this day of l.Y 2025. Nicholas Rontiris Aspasia Rontiris STATE OF NEW YORK ) COUNTY OF �. ) On the 14 day of %-A..I . , in the year 2025, before me the appeared Nicholas Rontiris, personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is/are subscribed to the within instrument and acknowledge to me that they executed the same in his/her/their capacity, and that by their signature(&)-on the-instrument�theindividual.or-the persons on behalf of which the individual(s) acted, executed the instrument MADIS.ON MESSINA Notary Public,State of New York No.01 ME6370536 N ary Public Qualified in Suffolk County Commission Expires February 05,20A STATE OF NE ) COUNTY OF ) On the 14 day of �,�., , in the year 2025,before me the appeared Aspasia Rontiris,personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose names)is/are subscribed to the within instrument and acknowledge to me that they executed the same in his/her/their capacity, and that by their signatures)on the instrument,the individual or the persons on behalf of which the individual(s) acted, executed the instrument MADISON MESSINA Notary Public,State of New York No.01 ME6370536 Qualified in Suffolk County I ^ No Public Commission Expires February 05,2 1 3 SCHEDULE A ALL that certain plot, piece or parcel of land, situate, lying and being in East Marion, in the Town of Southold,County of Suffolk and State of New York,which plot is known as and by the lot number 31 (thirty-one) as shown on a map entitled, ,M ap of Section Two Gardinees Bay Estates situated'at East Marion,Long Island"which map was filed in the Suffolk County Clerk's Office on September 23rd,1927 under the number 275.said lot being bounded and described as follows: BEGINNING at a point on the southerly side of Knoll Circl distant 307.46 0 s de oeeKno southerly end th westerly from the southerly most end of a curve connecting y where the division line the southerly side of Bayview Drive,said point of beginning also being between Lot 31 and a l0 ft common access easement intersects the southerly side of Knoll Circle; RUNNING THENCE from said point of beginning along a 10 ft common access easement, South 37 degrees 45 minutes 50 seconds East,157.52 feet to a point on Spring Pond; THENCE along Spring Pond the following three(3)courses and distances: 1.South 37 degrees 58 minutes 12 seconds West,21.86 feet; 2.South 65 degrees 22 minutes 56 seconds West,59.03 feet; 3.South 85 degrees 46 minutes 42 seconds West,14.43 feet to a point; THENCE along the division line between Lot 31 and Lot 30,the following two(2)courses and distances: 1.North 15 degrees 55 minutes 13 seconds West, 10.17 feet; 2.North 13 degrees 38 minutes 50 seconds West,153.15 feet to a point on the southerly side of _ Knoll Circle; THENCE easterly along the southerly side of Knoll Circle,along a curve beannslek having a radius of 50.00 feet,a distance of 26.10 feet to the point or place of BEGINNING. ~ �ea�h 4a�tl•r�i�y, rq,$a J( —� �, r ✓ \ ! /:,.v«e... ,;,,;,, hE X9 '. i .,_..W. �`..a^h� 'ft's{ t -�+4�f1 ice''• ,a,,-.,. .�-., -.``�� i / i``` a� N�`�-a /'" .. `vim✓•-`!r ,.. tJ�"" �+?''¢}t �'n``�'�. !...'� �,;� /v"��x"........4� i v�� � 7 ( M17� Vl�^� -..r7 � - �f 4�`� �7 > C•� �r C ,c_ q 7 �d � (\ ( E,...,n �e 4..n.ya. n,. "y R..�;'7' J r ..e'er.,"i � _-1•...'.. .'4...'-. .;'T»' ...-{_i-� \�.• .A q...S ....;La .3`.J-�'t=V l- - ',�. J i 64'�4F by BOARD OF SOUTHOLD TOWN TRUSTEES l ` 1 SOUTHOLD, NEW YORK { PERMIT NO. 10847 DATE: AUGUST 13,2025 �t i 4 i ► f. ISSUED TO: NICHOLAS &ASPASIA RONTIRIS ` l PROPERTY ADDRESS: 240 KNOLL CIRCLE, EAST MARION t t SCTM# 1000-37-5-15 AUTHORIZATION j f !>_�. �-•�zt: it ifr+yt�=,� 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 August 13,2025,and } Tw� i in consideration of application lication fee in the sum of$1,250.00 aid b Nicholas&As asia Rontiris and subject to r � PP P y p . � . the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and na+ . �t permits'the following: `� t l a Wetland Permit to demolish (Per Town Code Definition),and reconstruct the existing 1-'/2 story F _ .151•. oor L7.l�ros!Ls— .)-d`vcllingwith attached.garuge;51.xj�outdoor_shower,aqd 2.5'x10,5' r ,_w ,� � ; trash-bin;within the footprint of the,roof install a new 24.8'x45.10' second fioor.dormer; replace and reposition existing`windows,replace,exterior doors and siding on dwelling; remove h i cast side door and stoop and replace with a window; install a stormwater drainage system; ,` 1, � ' ��, ' • t .1 =1 existing timber deck on west side of dwelling to be repaired as needed (113 to total length by!: 35.11' by 3.10' cut around tree),with tree cut down and deck repaired to,fill in cut; existing a E timber retaining walls to remain consisting of a lower wall starting from west to east 8' 4-3/8" 4 g� g g e to 6'I1"to 10' 1/8"•to 4'9"steps to upper grade; lower timber wall continues west to east 8' 2- l 1/2"to 23'.1=1/2"to 17'3-3/4"to.existing steps 4' 9-1/2"to upper grade; and upper stone wall tit' t 9"4-1/2"to 2915"to 13'9"to 7'2';replace any trees removed on one-to=one patio with native ; t� hardwoods with a minimum 3"caliper;and to establish and perpetually maintain 15'wid'e f non-turf buffer along the landward edge of the bulkhead; with the condition to install an I/A i s OWTS septic system on the landward side;of the dwelling;all as depicted on the site plan :,r prepared by'Ciardupo Architecture&.Engineering,PC,receiver]on October 6,2025 and stamped approved on October 6,2025. tax ' IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, L 16 and these presents to be subscribed by a majority of the said Board as of the day'and year written above. l� u:+ =U S 11FF0(�. f L .� �, i� �a 7, W a •,/� ! ./'�t—rLfLlV�G^GL..� .!h l Ld`•7..G'!1' 1'� �€ay ��t ..l{ a�� 1 C7y • O�� r if.tr+J»r JYiY ��f c°�l }r / �`h�k1,`h �; � �— - --•--- �-- _ ..-,Y.as.._we.:sc .^.4,:�,v;i.rr.F:;z:;.r•» »:✓.. .,J,�. �acz=-�,r.,.�� �'�,..-•.: a aJ. zzo "�"*•...fir' .rCts. a "',' tF�.e.a, �,.Jrav:s o Gw_;•�+.»cie'as•r.n. .;t••-t �j .• TERMS AND CONDITIONS Exhtb4 A GO(ftin96d The Permittee Nicholas&Aspasia Rontiris,240 Knoll Circle,East Marion.New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: l. 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 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. S. The Pennittee 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. w W.W6 t SVMPROM 094 i 1 g Jill � I T J k--a— u L. c5 �iBtBOR41G� 1� .r7T " ♦' ... �e I J' li(B Na i APPROVED BY BOARD OF IAUSTEES �•_ TOWN OF SOVIHOLD DATE OCWoer-�,XQ9 ace} s am a) WaEANCENMEFAIL ` IIIt —� m"w, Clardullo °�°" SEPTIC SYSTEM REFERENCE DRAWIN S �` ��'� °°E"m `"a"` n�atn an y '*� � au�maoimwra 417FFlMAVXVWFL DEMOLITION AND RECONSTRUCTION OF HOUSE •� c' A032 00 KWWK U= 24010 MCIRCLE EAST MARION,HY 109 '� wy�+°` ��Z� S®�/��, 'Town Hall Annex ® Glenn Goldsmith, President � 54375 Route 25® P.O. Box 1179 A. Nicholas Krupski, Vice President Southold, New York 11971 Eric Sepenoski Telephone (631) 765-1892 Liz Giltooly • �® p,, (631) 765 664: Elizabeth Peeples COUM,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUST OFFEES YOU ARE 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1s' day of construction '/2 constructed When project complete, call for compliance inspection, Glenn Goldsmith,President '' Q%"Fw CD\, Town Hall Annex A.Nicholas Krupski,Vice President 4'��® �V_ 54375 Route 25 Eric Sepenoski y P.O. Box 1179 Liz Gillooly 07 Southold,NY 11971 Elizabeth Peeples ''I,h ® p! Telephone(631)765-1892 Fax(631)765-6641. BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Patricia C. Moore on behalf of Nicholas &Aspasia Rontiris TO: Please be advised that your application dated June 25, 2025 has been reviewed by this Board at the regular meeting of September 17, 2025 and your application. has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1st Day of Construction ($50.00) '/z Constructed ($50.00) X Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) X The Permittee is required to provide evidence that the non-turf buffer condition of the 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. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must'be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: Final Inspection Fee = $50.00 TOTAL FEES DUE: $ 50.00 BY: Glenn Goldsmith, President Board of Trustees r ....y, bil; •.° .w.l....!:11.Z.w.1.!.,,r...G�d�.A..,...,J..,,..,A.31...\.,-,.A.J�..:.45.1 1.L. BOARD OF SOUTHOLD TOWN TRUSTEES mll � � 1°• . j 41 rj SOUTHOLD,NEW YORK p I PERMIT NO. 10847 DATE: AUGUST 13,2025 ISSUED TO: NICHOLAS & ASPASIA RONTIRIS PROPERTY ADDRESS: 240 KNOLL CIRCLE, EAST MARION SCTM# 1000-37-5-15 . e AUTHORIZATION ` Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on August 13,2025,and in consideration of application fee in the sum of$1,250.00 paid by Nicholas&Aspasia Rontiris and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and r ' 1 permits the following: I Wetland Permit to demolish (Per Town Code Definition),and reconstruct the existing 1-%Z story (Is`floor 1,716 gross sq.ft.). dwelling with attached garage.5'x8' outdoor shower,and 2.5'x10.5' trash bin;within the footprint of the roof install a new 24.8'x45.10' second floor dormer; replace and reposition existing windows,replace exterior doors and siding on dwelling; remove east side door and stoop and replace with a window; install a stormwater drainage system; .. existing timber deck on west side of dwelling to be repaired as needed (113 in total length by 35.11' by 3.10' cut around tree),with tree cut down and deck repaired to fill in cut; existing ''s aIIV. timber retaining walls to remain consisting of a lower wall starting from west to east 8> 4-3/8» {•",y ;.� ti to 6'11"to 10' 1/811 to 4'9"steps to upper grade; lower timber wall continues west to east 8' 2- ' r g 1/2 to 23 1-1/211 to 17 3-3/4 to existing steps 41 9-1/2 to upper grade; and upper stone wall 9' 4-1/2"to 29'S"to 13'9"to 7'2"; replace an trees removed on one-to-one ratio with native '` R- P Y _: . hardwoods with a minimum 3" caliper; and to establish and perpetually maintain 15� wide non-turf buffer along the landward edge of the bulkhead; with the condition to install an UA OWTS g�septics stem on the landward side of the dwellin • all as depicted on the site plan c:•vi Y P P °9I , 1, prepared by Ciardullo Architecture& Engineering,PC, received on October 6,2025,and . ' =3 stamped approved on October 6,2025. #_ 4 (C fi IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, J ,, and these presents to be subscribed by a majority of the said Board as of the day and year written above. yfi. :elell � � I � i•�IT. VA Y e ohs ` d tift s i 1►" rR i s, i 7^�7'r^.e`.v5""TTl f'M1'rY`i d-,Ir unn4"'91'. •7N7PY'r.4W'T it .rWr:i' �Jr7rCilrir a'i L"CI tiir!•c^rii 77/n ii"9Vi'SC"i7i75'f7.(r""'t"1'iC7-7"`,`.7' P`i'Tr?�WQ \ R"rl j3� ""a"7irr"eYf7r ti :7✓+4`iin75r."'SgiA7'"idFA"'rri "Cr'^5,' � �1 `� �py- Y � ✓.. . .�y�+� .. - �'-�..^�"t+s^rpn.,r^�,.mmr�,.��, ^�^.....�mn`e�� �>• �0/%18 111pi• �irlel 1�1" `°`����la 1 Hli^i °�ps/11 116`i� �plOdl illplb /�y%� I��i -°°a/ed /•loli�` e� ' TERMS AND CONDITIONS The Permittee Nicholas&Aspasia Rontiris,240 Knoll Circle,East Marion,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. GROUND ELEVATION!50 COVERS To GRACE DO To—1 EL 15 RENOVATED EL,tO RTOG EL.16 0 4N COVER TO GRADE ...... ..... ................................................A I Ell I TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK OR EL 13 0 TOP EL UPI'l M NOTES. 8- SCTM: 1000-37-5-15 11 , [ i I gg I AULPROPOSEDSANITARYU STOSE410SM5PVCPIPE UNLESSS-CIFIEDOTHERMOSE ............... N sjVHT�RY„SYSTEM :V EL'.P' LEACHING RATE 0 NEIGHBORI IS WELLS WITHIN 1&1 FT OF M PROPOSED iMJ EL 12 @IW I P2- 93 a OCHING POO'BYE) 3 BEEKISTING DRY WELLS WITHIN PROPERTY LIKES M EL 12 7 W EL 12 1 NY EL 12 00 UX6 DEE DEPTH 4. ALL UNDERGROUND sTRJC`URF E-WTIGNS ARE APPROXMATE HJUCLEANCEN-5 AND SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR T BEFORE CONSTRUCTION BEGINS SITE PLAN IN MA BENT TANK SCALE I'm2O' 0 NEED BUOYANCY) BOTTOM ELEY 8 12 BEET EL 5 93 5 0 10 20 1 jm EXISTING WATER SERYIDEANO -—-—-—-—-—-—-—-—-—-—-—-—- s k MFIFNTOREMAN PROI WATER GROUNDWATERSC ELO75 WROCE CONNECTION SANITARYPROFILE FN�HLC WATER AND N/F Or CARDIN'RS SAY ESTATES DIST 10, CLUB INC ID'CCViA,'N ACCESS 00 SEC 37-BI,K 5-!OT 16 NJ S ------S----YSTEM Lij REMOVE EXISTING WATER PROPOSED FUJI CLEAN PROPOSED VENT 2-MIN Wl //-I IIHEDG LOCKI GTRAFFICBEAPING —1 IN-—R"I C-'15 TREATMENT TANK CHARGGM�FILTER MIN T GRACE T,,,, FROM Dl*ll I WINDOWS HOLE ABAMOONEXISTING '7AR......M 7 rx PROPOSED tlA ELECTRIC LINE z C) 5FSNC ORDINATE MEASURED TO —z' MIC AE OF THE FRONT FACE OF 0 DAOSED,'A PP ED TIl-lIAllllAlCNlClllLIN---1 < lO-EfNF0GMDTRAFFICSFARt4G D.ROX NTPOLPANEL" � , 1 .1 -j GLASS TO CARR Kn LOAD WITH, 5 MIN _CO AUD ZN 0- ORCENTER OF GRATE.PER FILED < vo NLA 'OFFSET w LU • =10� F- EF? LPiI, ly i 0 BE TEXTILE FABRIC, 41 k AROUND ENTIRE CIR(MI 10 a TEXTILEF46FIC MIRMFTiQ (11 16ACEHEIG WIN AR UNDEKHRECIRCUMFERENCE 0 -01A MR SE OF LEADN.ING BASIN MIN A PVC LP2 PIPE OPED VALENT PFFCRED4'I'MIN PROF�Evl;'A' G's UNUESS OT,-IFRW Sr NOTED INN'Z� 15, ti TYR W ID.H� I.. I IS EY EXISTINGOVIERE! 0 WIRES TO REMAIN 'F PROPOSED 6 DIPXP EFF DEPTH HX RAIM -j LEAD 1-- Ico jTARlJ , : ---j � PREaSTSAN PROPOSED V RINGS(TYR) E� DRYWELLS'DIA CO:TAR OF INI GRVA F! PROPOSED C PVC DRAIN PIPE MIN ABOVE GROUND-TER m K� 110 C POOL DETAIL 5"', /3\ DRAINAGE LEACHING - m L=��� n 4ec N.T.S PROJECT e LOCATION V) LOCATION MAP POLYLOK 2D'HE COVER N;i5 EXPECTED GMIWMATFP NICF.ATION c M YLOK RISEN AS REQUIRED U THE AREA,$',JBJL CT10 LOAL AT ON 10 HIGHEST EXPECTED U4,§4 0 T-1 9 DARK BROW, GROHERAYATER IS MEAN HIGH WATER OINW). 0 GRrAiAC LOMM IMALl 'j 0 - -TORCAN SAND AND GRAYEL I UIG SM NI NARK STAMPING TIDAL 4$TA 1129 IU35 / :EEK.HMARK6SIBG7 E P, SA�Y SAND OFTHO HI x 2 971 METERS-'9 747 FT LIGHT Bpo,'N AIE S�A DIFIERENCET FBI' 3RSC M�V�0 M TE S�2 621 FT(MULW DATUMJ QyO METERS G-,WNDkllkTER-0 75 FT,.Wl De8) z TO^,CURSE SAND M JR., 0 Z 1 2 B? PAL E BROWN Fe OO SP FINE SAND I V,I .-ST. HE SEX OPOUNTINATER EL On ............... IOCOUR SMG MICONDWANERR 02 SANI DESIGN CALCULATIONS CUT AWAY VIEW TANI, F!yNB TOP VIEW SIRBROWN FINE TO BACKFI KIATER14TOSE —1 IN PkUE CAPACBYPOR FUJI rUNS=749 GAL CU�SABO A DRAWL cl) COURSE SAND P SOPINGS1 OILD—ATIONS PART OP 20�D-OOX PROVIDE FNDCAP TAKEN ON AXSUSI 21,2025 EACH NO GAU SYS CAI a[ATIONS ART,NO 31H140 LEVELING DEVICES LL MATERIAL-HOPE ON ALL MTLE71 IF MIN PENE NATION INTO VIRGIN NOTE il'iE�E UNiEWCf Ai!'I�BROWBEDROOM 4U3 'r—0 DATE 802,114 STRATA OF SAND&GRAVEL GRADE 400 GkDAY'l 5 fG�OAYSF!=WE 67 SF MUSFi 753PUEF-IG67Yr LEI TEST BORING HOLE ,F7VFGF EACHNGPMPEQLIRFD Lu POLYLOK DISTRIBUTION BOX DETAIL /-5\ S.C.D.H.S.SANITARY LEACHING POOL(TRAFFIC BEARING)DETAIL Ui 7c) U.S. ol.Xl�llll OEPTH LEACHING POOLS PROVIDED a: NTS C, —All U) N,T.S ............................... APIPROVED BY BOARD OF *j RUSTEES L....................... TOWN OF SOUTHOLDCHAMDEP SCUM BAFFLE 8 ................. T,M!.6.E.D.UNTATIONCHAVIEFE .-YOU 277 278 z1fi-- 3 MBYSSI CONTACT FkTNATTGft CHAMB R 12, DATE OCTo�oer- 1)-0-13 RECIRCULATION 4 STOWE CHAMBER 63 AIR LIFT 4 1,SiNFEITIO1 C.MBIR CYLINDER(OPTIONAL) SPECINCATEIS 4'INLET RIPE IT OUTLET PIPE A I AlAER0131CMEM I RErPF I'll-LINGIATE I A ............. BOARD 7!EPEROBIC IIED21 4 pyc I ER FILLING RATE Ifl, 10 MEDIA PP,`F AlUNGRIT, LU EFFLUENTw AIR LIFT FJMP _TANX INLET 8 IF LE ... .......................................... z CA-PON 0 CHIORNETMETS RECIRCULATION L FLOW BAFFLE j 1/2'AIR INTAKE (CLEANING OPENINGI .......... FLOW OPENING(TY a PLAN VIEW 24*ACCESS COVER 2T ACCESS COVER 0 YP) 20-ACCESS COVER(TYR) 24'ACCESS COVER PP) DISINFECTION CYLINDER(OPTIONAL) FLOWOPENING iXV AC."I R HE?20,AMP POWER SUPPLY CNI DAVIG THGNDINHVCL, ....... > BOARD TYPE ASPFRMI NCONDUP --Wl—N CONTACT MEDIA SERVO FAIR > 6 GONTR L PANEL ED SERVICE FUJCUEAN UNIT (A h II RECIRCULATION (SUICLE ROWE ASSEMBLY w. FLAARDWIRE "*�'......... w 6 AEROBIC MEDIA AERATION ASSEMBLY 7, z z �eo. om a SECTION A-A VIEW SECTION B-B NEW FUJI CLEAN CEN-5 DETAIL /-7'\ ELECTRICAL ONE LINE DIAGRAM .................................... NTS \,3 NTS u- 0 co w w SEAL: DATE:9/30/2025 --T—SCALE: N.T.S. ARCHITECT: DRAWING TITLE: REVISIONS SEPTIC SYSTEM REFERENCE DRAWINGS NO, DESCRIPTION DATE DRAWN BY: G.VARTHALAMIS Ci a rd ullo ARCHITECTURE&ENGINEERING,PC 1 CHANGES TO EXISTING DECK 9.5.25 DING NO, 177 11 Al' iFE 6 DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. NEW YORK,NY 10036 240 KNOLL CIRCLE T:(212)245-0010 A032 ,00 www.ciardullo.com EAST MARION, NY 11939 40 Glenn Goldsmith,President QF S®(/j�,, Town Hall Annex A. Nicholas Krupski,Vice President ��� ®�� 54375 Route 25 P.O. Box. 1179 Eric Sepenoski D Southold, New York 11971 Liz Gillooly Q Telephone(631) 765-1892 Elizabeth Peeples • y0 Fax(631) 765-6641 COWN BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 6, 2025 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 RE: NICHOLAS &ASPASIA RONTIRIS 240 KNOLL CIRCLE, EAST MARION SCTM# 1000-37-5-15 Dear Ms. Moore: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, August 13, 2025 regarding the above matter: WHEREAS, Patricia C. Moore, Esq. on behalf of NICHOLAS &ASPASIA RONTIRIS 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 June 17, 2025, 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 August 13, 2025, 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, 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, 2 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 NICHOLAS &ASPASIA RONTIRIS to demolish (Per Town Code Definition), and reconstruct the existing 1'/2 story (1st floor 1,716 gross sq.ft.). dwelling with attached garage, 5'x8' outdoor shower, and 2.5'x10.5' trash'bin;-within the footprint of the roof install a new 24.8'x45.10' second floor dormer; replace and reposition existing windows,.replace exterior doors and siding on dwelling; remove east side door and stoop and replace with a window; install a stormwater drainage system; existing timber deck on west side of dwelling to be repaired as needed(113' in total length by 35.1 V by 3.10' cut around tree), with tree cut down and deck repaired to fill in cut; existing timber retaining walls to remain consisting of a lower wall starting from west to east 8' 4-3/8" to 6'11" to 10' 1/8" to 4'9" steps to upper grade; lower timber wall continues west to east 8' 2-1/2" to 23' 1-1/2" to 17"3-3/4" to existing steps 4' 9-1/2" to upper grade; and upper stone wall 9' 4-1/2" to 29'5" to 13'9" to 7'2"; replace any trees removed on one-to-one ratio with native hardwoods with a minimum 3" caliper; and to establish and perpetually maintain 15' wide non-turf buffer along the landward'edge of the bulkhead; with the condition to install an I/A OWTS septic system on the landward side of the dwelling; all as depicted on the site plan prepared by Ciardullo Architecture & Engineering, PC, received on October 6, 2025, and stamped approved on October 6, 2025. 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 U TEES . 0 � LD TR S sl . .U� THO No; �o8y Issued ToAlcbalGs �Aseas:4 dress- THIS: NOTICE MUST BE DISPLAYED DURING .EONSTRUCTION TOWN TRUSTEES OFFICEoTOWN ,OF'SOUTHOLD SOUTHOI,p N.Y. 11471 TEL.: 765-1892 Hobson, Thomas From: Hobson,Thomas Sent: Friday, October 3, 2025 2:35 PM To: 'Patricia C. Moore' Cc: 'Madison Messina'; Betsy Perkins; Cantrell, Elizabeth Subject: Rontiris Revised.Plans Hi Pat, Glenn came in today and reviewed the revised plans you submitted for Rontiris. He noted that the I/A system was not on the plans and therefore could not be approved. Thomas Hobson Administrative Assistant Town of Southold Board of Trustees Phone: (631) 765-1892 Fax: (631) 765-6641 1 KNOLL CIRCLE -•— --� _ ZONING INFORMATION S.C.T.M. NO 01ST'RCT: 000 SrCnot:37 BLOCK: e LOT(S):15 TOWN OF SOUTHOLD ZONE R-40 SAYVIEW DRIVE BR 1� = �� — LOT AREA = 9,778.87 SQUARE FEET '::6RYWEtL L<t4.rp�' IACHuaGpogt LEGEND EXISTING HOUSE LOT COVERAGE 1,726 SQUARE ` AREA OF EXISTING HOUSE -' DECKHOUSE 658 SQUARE FEETEET AREA OF EXISTING GRAVEL STOOP = 40 SQUARE FEET :.,. .�. DRIVEWAY TO REMAIN �^— PROPOSED HOUSE LOT COVERAGE a°DIAMETER'",' ,r HOUSE = 1,726 SQUARE FEET RvwELL;._,';- AREA OF EXISTING WOOD DECK TO �{ �,�+ �a:ACHING POOL ® REMAIN G'i R. DECK = 658 SQUARE FEET �r L>s STOOP = 40 SQUARE FEET AREA OFF CONCRETE STOOP TO BE i Q ca'a LAND N/F OF r,'e, \ GARDINCRS BAY ESTATCS LOT COVERAGE = 2,424 SF OR 25% OF SITE n sYS}lll PROPERTY LINE _ " CLUB INC, 0.6w s 10'COMMON ACCESS EXISTING FIRST FLOOR — 1,726 SF 7'^ EXISTING SECOND FLOOR — 1,064 SF EXISTING TOTAL — 2,790 SF (EXISTING NON—CONFORMING) . ,:-_. ;:.�: •: '• PROPOSED `+�, tA. ":.�A:';=.: r' E ': TNEATMENT `, PROPOSED SECOND FLOOR — 1,225 SF LEADERB,AN `TANK; \ PROPOSED TOTAL — 2,951 SF SHOWER Q NS ` T(MERIPED 0 8'DIAMETER r LOT 32 DRYSNELl'r. EXIST NG TIMBER c WALL TO REMAIN 9.. GaRW11 I Owner to replace trees one for one if b4 30 LOT �,.. b C S E R W 1t2srYFPA,, removed during construction ' I 9�1\' G.0' D6YEilrP.'uH2aDL\OOp +il} B: FRAME ''-' ADJACENT PROPERTY S " W A I P IT ADJACENT PROPERTY DC' m <; IN S N 0VE RED WOOD / BR!"',STOOP DECK PP a��',r< _ LINE OF BUt Wool) 2 PROPOSED O h hN n er DORMER "\� ,t11 ' EXISTING PLANTER TO REMAIN Y N 1() 17' ` FEMA MA11#36 i O3C0177�-i 1 n+£ WATLR SUPPi.Y, WEktS. DRYWt.2LS AND CESSR001 EFFECTIVE 09/2S/2C09 LOCAAONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA ORTAINFD FROM Dnt£RS. ARCA:9,778.87 SOFT. or 0.22 ACRES £1,F-VAnON OATUM ---_---____ EXISTING STONE WALL TO REMAIN UNA/i AInRr9FO Al 7rRATNbN OR Ar3f eIR Td nrr;_SURVEY IS A 00I.A nON Or SGC n,^N 7.703 or 7,ir NFW YORK 514 7. £DOCAPON LAW COPIES Or MIS SURVF-Y `---� •-- """'"•'""'""" - '"---' MAP NOT Bf AWNG INE LAND SURVFYOH'S fMROSSFO SLAL SlIALL NOT BL CONSIULRLU TO Of A VAUO tRUF. COPY. GUARANILL5 INOiCA UD NERFON SHALL RUN w� E G ONLY TO nIr FERSDN fOR W40%f TIE SUR&Y IS PREPARFD AND ON NTS RFHAtF TO rHF 7771E COUPANY. 00WRNOrNrAL AGFNCY AND LENDING,IN5777UnON \ice STEPS TO USIED HERFON,AND TO rH£ASSIGNEES Or THE LENDING WS177UnON, GUARANTEES AFC NOT TPANSrENARL£. / \ REMAIN THE OFF,4FT5 OR DlVrN5'00119 SNOWY HER£QY n?OM TNf PROPFRrY tINCS TO THE STRUCT'0IR£S ARF FOR A SPECIFIC PORPOSF ANO USF rOENFF'OR£ 771EY ARE NOT Wr£NOfO tO MCNUMFNT rHE PROPERTY LINES OR TO GUIDE rHF£PFC?'OV OF FENCE'S, ADDI'IONAI. STR'UC ZJRCS OR ANO Q7HFP NPROWMEN71. EAS£M£NTS EXISTING EXISTING TIMBER WALL TO REMAIN ANDIOR SUfISURrACF SIRUCIURES RECORDm OR uNRr.00RDFD ARE NOr GUARANTrAD UkIfSS PHnfi CALLY EADFNr ON 7lrE PR£MrSrS AT nfE nME fx SURVEY STEPS TO 17,/ \ ,_1. EXISTING TIMBER REMAI ° SURVEY Of:LOT 31, NICH �• •. CERTIFIED TO; O1.AS RONTIRIS; — WALL TO REMAIN g _.. — �,,, - MAP r_iT:OAROINERS-BAY ESTATES-SEC. 2 „ 'i •'y ` EMINENT ABSTRACT, INC.: \ FLED-SEI'T. 23, 1927 No. 275 t n s' .. �, WFSTGOR�LAND TI1LE_INSURANCE COVIPANY' ' STUATtO AT:EA5T MARION I t`FOLKOCOL1o7Q, NEW YORK _ i M lf0 CTtL _ F�Profefl93n Inca [.and Surveying—ndd Design — — — — 44N S:�F X LLC P.O, Box 153 A urbo 9 New York 11931 . ...P A A Y17oN S mas FAX 8- }� � r e/224-136 sC Le:t"=2-0' o tE:SF:I-'T. 10, 2024 T" �(e3lls9 - ,�(831j 2p isaB q ( PROPOSED 15'NON-TURF BUFFER N Y.S. USG. ND. O�OBB? •.'. N _ '.'''f -(VEGETATIVE OR NON-VEGETATIVE) ;- — — — — '! - SITE SURVEY LINE OF EXISTING GRAVEL SPRING POND 000BULKHEAD SUFFERZONE' 12'-9' SKY PLANE DIAGRAM: EAST TO WEST SECTION NTS JSITE PLAN SCALE: 1116"=V-0" / \ — — — — — — — — — — — — — — — — — ? I I b �I I SKY PLANE DIAGRAM: SOUTH TO NORTH SECTION NTS ARCHITECT: DRAWING TITLE: REVISIONS SEAL: -- - DATE:9/30/2025 SCALE: AS SHOWN Ciardullo SITE PLAN AND ZONING �" DRAWN BY: G.VARTHALAMIS N0. DESCRIPTION DATE 0%--n 1 - , ARCHITECTURE&ENGINEERING,PC 1 CHANGES TO EXISTING DECK 9.5,25 '�' ��� E �'�' �'�<�; DWG N0. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. �+ NEW YORK,NY 10036 240 KNOLL CIRCLEA03OmOO T:(212)245-0010 ff ,. www.ciardullo.com EAST MARION, NY 11939 ��.��too!, KNOLL CIRCLE ZONING INFORMATION SC.T.M.NO OtSnP'CT., 1000 SECnft 37 BLOCK: s LOT(S):15 TOWN OF SOUTHOLD ZONE R-40 SAYVIEVV DRIVE a°olnnll TER`s, P 68. LOT AREA = 9,778.87 SQUARE FEET ORYWELi•:.;. LEGEND #r4 IFAOHINGPogt EXISTING HOUSE LOT COVERAGE 1,726 1 AREA OF EXISTING HOUSE DECKHOUSE 658 SQUAREARE FEETEET 7. AREA OF EXISTING GRAVEL --`AREA = 40 SQUARE FEET DRIVEWAY TO REMAIN __—�--' ri�biAarer�iz::•, PROPOSED HOUSE LOT COVERAGE RYWELt (: ® AREA OF EXISTING WOOD DECK TOCj,E HOUSE = 1,726 SQUARE FEET tEACHINGPOQL REMAIN C1 Pe50 DECK = 658 SQUARE FEET OLL 1 DD / AREA OF CONCRETE STOOP TO BE °g' s STOOP = 40 SQUARE FEET � \ LAND N1F OF • REMOVED o�°• \ GARDINERS BAY ESTATES LOT COVERAGE = 2,424 SF OR 25% OF SITE PROPERTY LINE UP. "'" f \ CLUB INC. u.5�: 1Q'COMMONACCESS EXISTING FIRST FLOOR — 1,726 SF 17'N s; \ EXISTING SECOND FLOOR — 1,064 SF EXISTING TOTAL — 2,790 SF (EXISTING NON—CONFORMING) :, PfIOPOSio o tzp �!? `.GUTTERS,'; T�ATNMIENT `\ r� \ PROPOSED SECOND FLOOR — 1,225 SF LEADERS,AN .__-. \ PROPOSED TOTAL — 2,951 SF .SHOWER D INS T0.8E PIPED-0 '" '01 LOT 32 8'DIAMETI R EXIST NG TIMBER j P \ DRYWELC WALL O REMAIN m � 03E 12'_8• 19 Owner to replace trees one for one if c s E LOT 30 ;. t R I ill STY FP.A.4VE `b \ removed duringconstruction w, \ 04VE..tr;,,s2�0 ' � I y'.N• •' S DOP Jx� \ ADJACENT PROPERTY ''—' T G S , A I ADJACENT PROPERTY I _ WOOD Is F IN A S N f s-e• COVERED WOOD i SRC!STOOP DECK A yW Sri, y0t" �tt� r° _ LINE OF BUtX��O GPa�, 5 US 4-1• I n 2 •o er PROPOSED b 4. DORMER \ I$05V 1 I' Wy( r ' o EXISTING PLANTER TO REMAIN >N i�.I 7'— y l7S cy9 + I I CT G S SS-46'42" fEMA MAtx36 iO3CO177N 14.4 Tltf WATER SUPPLY, K£LLS, DR YWEtLS AND CFSSADOI 1 ' 29'-5• EFFECTIVE 09/25/2CO9 LOCAW S SHOWN ARF FROM HELL OBSERVA77ONS F?;ti.•-ru'r':Tr';``•':"; AND OR DATA OBTAINED FROM 0,WRS. --__-.---.-------- -^---_- .. .••"- -" b AREA:9,778.87 SOFT, or 0.22 ACRES CLEYA77ONOATUM; ___-- EXISTING STONE WALL TO REMAIN UNAIJTNI�R12E0 Al,TFRA PC&OR ADOI Rov YO nrN SURVEY IS A KOLA 77ON Or SCCRON 7209 OF TNF NFW YORK 5TAM EM''CA I7ON IAW COPIES Or TNtS 5L"RVFY MAP NOT&LAMING 171L'LAND SUPWrOR'5 rAIHOSSfD SEAL SHALL NOT R£ CONLNILRLO TO 8E A VALID 1RUI COPY, OtIARAN?EtS INDICATED HEREON SHALL RUN E �' OH7 Y TO TIE PERSON FOR WHOM TIC SURWY IS PREPARFD AND ON N'S PFIALF TO nW AA.F COMPANY, G"RNMFNrAL AGENCY AND LOVOING WSn"inoN `-ram STEPS TO LISIED HEPEON, AN'O TO ?NE ASS'GNEE:S OF lY£LFNDING INS11770nON, GUARANT££S ARE NOT TPANSFERARLE. � �� REMAIN TN£OFFSETS OR DIMENSIONS SHOWN NFREON FROM THE PROPERTY UNFS TO THE 5rRUCIURFS ARE rOR A sPLCIE?C PURPOSE AND US£ TIEPFroRf 1FfFY ARE / \ 6-11• EXISTING Nor INTiNOE'D to MOML7MrNT TIE PROPERrYOWS OR TO CUIDE THE. FRECT04 OF FFNeWS, ADDITONAI SIRUCTURrs OP AND DTHFR IMPRox-mcm S, £A5£M£N7S EXISTING AN'DIOR SURSURFACr STRUCItWS RFCOROFL OR UNRFCO%'DEb ARE Nf.T GUARANTEED UNLESS PHY7CAIT.Y FIADE_ml ON THE PREMt5r.4 AT TIr rIM£OF SURYFY STEPS TO �'_1 EXISTINGTIMBER 1 7 REMAIN , SURvEY Oi:LOT 31 0 ��• s>�., CERTIriE(J T0; N_iCNC1t.Aa E20NIIRI5; _ �l�„„�,�- — _ WALL TO REMAIN MAP O:GARDiNERS BAY ESTATES SEC. 2 EMINENT ABSTRACT, INC.; F$LEO;SEPT. 23, 1927 Na. 275 � �<R,»� WESTCOR LAND TITLE INSURANCE COMPANY / \ YSJUATED AT:EAST MARIONA/ M ' raWN OF.SOUTHOLD �, KF NNETH M tYOYCHUK LAND sI1RtIE ING PLLC lPro .n a o- — — — — — _ . .•, ,.. .. .,. ; . .... . fr ei nat Land Surveying and Design ... .__,.�-. •. ;..- .. :-. .. . - _ New York 11991 Zr.',r '.: 5.1FFOi_K COUNTY, NCYI YORK „'' � P 0 Box 158 AquebagnP, . ..•..:,.: "sr'- FlLE N224�-138 SCAI£:1"x?Q' OAT£:$FPT, 10, 2024 FHO!VP. (a92)29a-l5ffri PAX(891)298-1588 I Q PROPOSED 15'NON-TURF BUFFER N Y.S USC NO. OSOB8? q �. (VEGETATIVE OR NON-VEGETATIVE - - - 1IrIEoFExIsTIN dRAvEi BUFFE ZONE' SITE SURVEY SPRING POND `66DBULKHEAO. (3 9'-11• 12'-9• SKY PLANE DIAGRAM: EAST TO WEST SECTION NTS SITE PLAN 1 SCALE: 1/16"=V-0" \ — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — q 1 82'-* 1 1 -�• 1 SKY PLANE DIAGRAM: SOUTH TO NORTH SECTION NTS ARCHITECT: Ciardullo DRAWING TITLE: REVISIONS SEAL: .-9——.. DATE;913012025 SCALE: AS SHOWN SITE PLAN AND ZONING - � NO. DESCRIPTION DATE , fix . DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC 1 CHANGES TO EXISTING DECK 9.5.25 � f `_ DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. (511 NEW YORK,NY 10036 240 KNOLL CIRCLE ` L ' t'rA030x00 Www1�a dullo�om EAST MARION, NY 11939 4�"o�nr A , ZONING INFORMATION - KNOLL CIRCLE . - L s�rxw msierore.ratio srsnorrn :times. rnr(sF is ' : .. TOWN OF SOUTHOLD ZONE R-40 ..BAYVIEW DRIVE: t sB r t. s?ascr LOT AREA=9,778.87 SQUARE.FEET . - ✓� ❑� LEGEND - . . EXISTING HOUSE LOT COVERAGE AREA OF EXISTING HOUSE '- HOUSE= 1,726 SQUARE FEET ,;N 1 .. . . . . . . DECK=658 SQUARE FEET . . . . . .. "+t• it AREA OF EXISTING GRAVEL . . . . STOOP=40 SQUARE FEET .. . . . DRIVEWAY TO REMAIN ` i PROPOSED HOUSE LOT COVERAGE s AREA OF EXISTING WOOD DECK TO c1% HOUSE L726 SQUARE FEET" . _ ;' ®REMAIN +' L� (",Ig' a DECK=658'SQUARE FEEF . . . . ' . AREA OF CONCRETE STOOP TO BE - . .a�''O '"�$ . . LAND NIF:OF . . STOOP=40 SQUARE FEET _ - a . T REMOVED - soAo GARDINERS BAY ESTATES LOT COVERAGE.=2,424 SF OR 25%"OF SITE _PROPERTY LINE UP " yb 'ra-� CLUB INC. AWCOMMONACCESS EXISTING FIRST FLOOR- 1,726 SF EXISTING SECOND FLOOR- 1,064 SF EXISTING TOTAL-2,790'SF(EXISTING NON-CONFORMING) _ - J`f PROPOSED SECOND FLOOR-1,225 SF' " PROPOSED-TOTAL-2,95VSF.LOT 32 . ._ .. GTIMBER 03E n!' 4T. 1 ADJACENT PROPERTY a 9euwc �z5 5 - ADJACENTPROPERTY Coysm - �// o� f _ UNEUPROpOSID ' Do9MEn N IS°SS'I3"1Y 1r,G i� . .. _ EwmNCFWNIFitToBfJWN+ - 10.1T' 565°. ..[ . . . . 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'.. ... :- tic? avb . ,. ...'.,- II II I SKY:PLANE DIAGRAM:EAST.TO WEST SECTION NTS SITE PLAN i \ I .' ------ -- — ---- ---------- f I F j I S E P 1 5 2025 p . ` 1 Southold Town Board of Trustees SKY PLANE DIAGRAM:SOUTH TO NORTH SECTION- " NTS ARC CT DRAWINGTRLE REVISIONS SEAL''. DATEIM025 SCALE:AS SHOWN Ciardullo SITE PLAN AND ZONING , . . . . . .' . . . .' NO DESCRIPTION . . DATE � DRAWN " � A�ARC. ARCHRECTURE&ENGINEERING,PC "44 b �' Y:G VARTHAIAMIS 1 CHANGES TO EXSTWGDECK 9.525 4t'a��O'` p� DWG NO. DEMOLITION AND.RECONSTRUCTION OF HOUSE . . 417 FIFTH AVE,8TH FL: NEW YORK,W,003s 240 KNOLL CIRCLE .0 T:(212)245-001D A 030.00 ' www.ciardu9o.com - EAST MARION,NY 11939 " KNOLL CIRCLE r'TSBEPI?EIf 7U.; . . . . . "� .:.8^QFA4}ET o.A.,'�.=:. -81 NG TIMBER . . OREMAIN . . EXISTING BIN . . . . - . . . . 2• ENSURE TO I . . . . . . - - RE IN WITH o- NEW OMPOS I BEDROOM if . . 'CLADDINGti . . " g•�11 BAT I I ADJACENT PROPERTY - ..tOTNGODTD I € 6SHOY�RTORE IN I FLOOT ING AND'S T g i ADJACENT PROPERTY. . ' BEDROOM .I WLF BATH I NTR K[TGHF II I LIVING . . I ROOM " L—_-— _J 5._t1 LINE OF .. 1 4._9.. �d�8�—— 4• .PROPOSED . QndFlaotDormer .? DORMER \" 1 a my EXISTING PLANTER TO REMAIN �.. EXISTING STONE WALL TO REMAIN . . G. STEPS TO REMAIN 'EXISTINGB` STING.TIMBER WALL TO REMAIN \ STEPS TO . . - . . [ EXISTING TIMBER REMAIN 23-t' 5 20ZJ. WALLTOREMNN - 5ouih g and uiTrustees o �: �<•= _ - PROPOSED 15 NON•TURF BUFFER - � _ - '. (VEGETATIVE OR NON•V GETATIVE) � ._ ' J SPRING POND ODd3UL1fl EAR.. FFE�3... ARCHITECT: IM�M U I LO DRAWMGTITLE: : REVISIONS : SEAL .• gpA. DATEIM25: 'SCALE:�y'=T-0' . . ENLARGED SITE P LAN NO. DESCRIPTION DATE bgy�1 DRAWN BY:G.VARTHAIAWS ARCHITECTURE B ENGINEERING,PC I CHANGES TO EASING DECK 9.5.3 Q� � T n� DWG NO. 4]7FIFTH AVE,87HFL. DEMOLITION AND RECONSTRUCTION OF HOUSE NEWYORK,NY 10036 _ 240 KNOLL CIRCLE w AO31 .I OO T:(212)245-0010 y �' Q� wwer.elardu9o.com _ EAST MARION,NY 11939 rFo�Nam,-to KNOLL CIRCLE ZONING INFORMATION 'E�:'-�;Ny} SGTY N0. .451kCii[mpP sEcrna'i� nmc s�. LDT(Sj Is' r - TOWN OF SOUTHOLD ZONE R-40 BAYVIMEIRIVE _ - - . LOT AREA.=9,778.87 SQUARE FEET . . . LEGEND . . . EXISTING HOUSE LOT COVERAGE H,a 11J AREA OF EXISTING HOUSE _s. HOUSE=1,72E SQUARE FEET T _ DECK 658 SQUARE FEEF " { AREA OF EXISTING GRAVEL STOOP=40 SQUARE FEET - . `3.rhi ,DRIVEWAY TO REMAIN __ PROPOSED HOUSE LOT COVERAGE AREA OF EXISTING WOOD DECK TO _ .RULE 1' HOUSE= 1,726 SQUARE FEET REMAIN j 1 R• DECK= 658 SQUARE FEET f 1'' AREA OF CONCRETE STOOP T0.BE OLA+' C STOOP=40 SQUARE FEET . . . . .. ✓j� sy f - `. ./� REMOVED o , ,LAND NIF:OF .' ° GARDINERS BAYESTATES . . LOT COVERAGE=2,424 SF OR 257 OF SITE . c? PROPERLY LINE Dp - n Sidaoud� '� CLUB INC.' . . . . �o ,� 10•CONMIONACCESS EXISTING FIRST FLOOR- 1.726 SF 4s7Nw EXISTING SECOND FLOOR- 1,064 SF EXISTING.TOTAL-2,790 SF(EXISTING NON-CONFORMING). ' • PROPOSED SECOND FLOOR- 1,225 SF . . aRAms PROPOSED TOTAL-2,951 SF .. . . . . oT OPM9ER LOT 32. / WALL OREMN a Lorao 1 tuzmRUY- ,` / A µ a'"• p6 mvEupzc:m �� � s��� ADJACENT PROPERTY 9 t ADJACENT PROPERTY_ T a 9 a� 2a P� BRICKSTOP PROPOSID &/P CAVJ4 1•hltl PL I. DORMER - _ - ' \N ji EJ(19UNGPNNTERTOREMAPI' n1s1oi'Ira�w zZsa3 t POND — S6s^a:6'f w 1:M MAP.A36103C017711 ETFECTNE..09/25/2009 - . _ b - AA0 Oi:M�f1B)ARyD ATdf 01NEItS . ElOSTING STONEWMTOREMNN AREA 9;Tle187 SOFT.or 0.22 ACRES _- _ A3NAl16Y OANM UNAUINpnzLO'ALRRAAp/a Amnrrr ras six-�tY K A xaARd!d�Sfo ROP OY.)eC•/6w mW S[AIE tDVGRM GM, aK INS gmlfr•' . NOI g2M iME[ANp SWeMt0.F5[YBOSSEO SFAI SHALL NOI Av.COM90CR£0 70 bE'A VAlA[RPF Y EI/ARNIIHS umG1E0 fQREQN SIA4`RUN . TO O'RY 70[ifE A._lM nf/LW THE W._IS PRVARED_M fay RflM(R_THE RNF-E[ONA dON7.TWMIAL A(SNtY ANO l[[mNCWSRIUif6v / \ . - Vf 51TD MREGt ANO m R2AS4LNf(S CF ME 1£NOMd 1NRR[URbL WARAN_ARE NO[IRANS2RAUIL . �d RaWN OfiSffSMllWE1a5YOYS.SNUYN NEREpl FRON]NE RRpYRIY 11wE5 A'tNE"5[MM1mRE5'AM RM:A 9aE0FrC PUa_Afro.Y[M BCE.RdI . E-1 Ex19TP1G a EYJ9TWOTIMBERWNLTO RENNN NOTwIEN0E0 IO NGWfmLNf.Mt RRO^ERtt IMES M,fO:pnOf IM;EKC06vfF rtNCES AoafRAN.0 SIRUCRIRESPRANN OMLR bPRpm3fFN}S CASE12NI5. — SiFP510 ANOpO Q19.9AR(A(Z'SIRUCNRES,FE[4WUfD M IAWELGRLYD ARE OI,WARANRLp UMESSPN19Gl[YEII0.MT >Iff vFEmis<SjAT.ME AILL'M 4/RKY . . . . . a- WWp To FamN. REdt4W amcr 0i:L0T.31 - - ry ['Y�> RTIFI D'i NICHOLAS�:ROMPRIS mw'w GARDINERS•8AY ESTATE a.''f � EMINENT ABSTRACT 1 C ..SEC.2 � N \ A - -FpL SEPi 23 1927 No.275 - ,k ,t'* WESTCOR IANO TITLE INSURANCE COMPANY l SIT 40 Ai.EAST MARIONAl l q.l %y-•.,,v,::cry .:^..:..e.. Y •'-" ��^",': a v """' •"'" > <"'' SUFFOLK COUNTY,NEW YORK I�NNETH 1f AOYCAVB LAND SUMWNG PLCC " 4 y Y v.>;:.G[".;:.I"..�:.�.'rA...^„^''•: ._lr .°.'.. ._ ,•`2ye,-ti:,i'�rt',:•.,?: a -. .... '"SI, } .,T7 P afeealam 1 fend SUYT,.Ne -Y,rk — C � � - ��J/`�' `• P.O.BoT 169 A9 Eoa¢e.N Y Ic.-1 /224-1J6 Scut.f 20 •DiI1F.SEPT,l0,Y024- 5--� PHolia eol zoe-t -yy ....•.• i �J 4 ' 1. t EEB•'.M[(W)P00=1688' ., . � T PROPOSED ISNOt4TORF6UFFFR ?f 4 � .,.�+ Y kY.5..45C N4:OSOdB]... Y I . x...4. "`' SV`GEFAINEORNON-VEGEfATNE) � S+k 11 .- - I. SPRING POND N s i` � Lsr�6m1Xa. SITE SURVEY _ •617 .. C, ` - 9_II "./ I IY-s _ I SKY PLANE DIAGRAM:EAST-TO WEST SECTION NTS SITE PLAN / \ SEP . 1 5 2025 . -----=------- -- -- - - - --------------F � Southold Town Board of rMtees SKY PLANE DIAGRAM:SOUTH TO NORTH SECTION NTS .ARCHITECT: �I M�N U I I O DRAWING 'REVISIONS SEAL• S�AEDAR -, DATE-IIN025 SCALE:AS SHOWN SITE PLAN AND ZONING NO. DESCRIPTION DATE "Ali 'j• DRAWN BY.G.VARTHwIMIs ARCHITECTURE&ENGINEERING,PC 1 CHANGES TO EXISTING DECK 9.525 44 CT5 DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE ¢ ' 4,7 FIFTH RK,NY10036 * A030 00 NEW PORK,NY,00s6240 KNOLL CIRCLE WWW,OIardVIlO.0001 EAST MARION,NY 11939 '-..; KNOLL CIRCLE { `SHOWEft`DFIAIhtS'; 'i:�,,:�.; . t8"Q}AME7R::;+'`=ce•;;'..•.`'. EXISTNGTIMBER . . ;"STY,!1 IB' . . . . . . . . - EXISTING BIN. .\ 2' EN C SURE' . RE N NEW OMPOS I BEDROOM . CLADDING 59 . BAi Mory ADJACENT PROPERTY - EXISTING OUTD I 5 SHOWIER TO RE AIN I FLOOIfING ANDS ADJACENT PROPERTY: BEpROOM I. C. 'BATH III I B'-B• B _ . . . . NTRJ - - KITCHEfy LIVING .. P I III ROOM a,_s. L————�s`e�—— —J 5,_t. LINE OF . . 1 PROPOSED - - - . ' DORMER EXISTING PLANTER TO REMAIN - .. .. 9- \3 29'-5' \' -EXISTING STONE WALLTO REMAIN .. .. a' E G \�•%' STEPSTO -^�_ �r'`'a�� ,T F, _ B• . REMAIN _ EXISTING EXISTING TIMBER WALL TO REMAIN \ - STEPS TO EXIS7INGTIMBER REMAIN'. . . - . . .. . .. .. . . . WALL TO REMAIN . ...' - SEP 1 5 2025 ° SodtholdTown Board ofTrastees b J� 15 NON-TURFBUFFER ".' ,.PROPOSED •,:,..._� '„ '(VEGETATIVEORNON-VEGETATNE) .• ��IN�oPFxrsTrNG�AVEL SPRING POND OnewiGFAD _ .: BUFFEr3f�NE ARCHITECT: .o DRAWING TITLE - REVISIONS . . . . SEAL ¢gpq I DATE: SCALE:� iar_d u I l '=1'-0' ' ENLARGED SITE.PLAN NO. DESCRI"GN DATE. . �� ;T'. DRAWN ARCHITECTUREB ENGINEERING.PC - - - - 1 CHANGES TOEKISTINGDECK 9.525 Q' a DWG NO. 417 FIFTH AVE,BTHFL. DEMOLITION AND RECONSTRUCTION OF HOUSE NEW YORK,NY10036 240 KNOLL CIRCLE AOO O.O T:(212)245-Colo qf�y �� wwa.dardullmoom EAST MARION,NY 11939 Glenn Goldsmith,President ��o�0S11FFOLR�OGy� Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 0 Eric Sepenoski W ,? P.O.Box 1179 Liz Gillooly - �y • ��� Southold,NY 11971 Elizabeth Peeples �Ol '�� Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: .2)Z4_ Completed in field by: Patricia Moore, Esq. on behalf of NICHOLAS & ASPASIA RONTIRIS requests a Wetland Permit to demolish (Per Town Code Definition), and reconstruct the existing 1- '/ story (1st floor 1,716 gross sq.ft.). dwelling with attached garage, 5'x8' outdoor shower, and 2.5'x10.5' trash bin; within the footprint of the roof install a new 24.8'x45.10' second floor dormer; replace and reposition existing windows, replace exterior doors and siding on dwelling; remove east side door and stoop and replace with a window; install a stormwater drainage system; existing timber deck on west side of dwelling to be repaired as needed (113'.in total length by 35.11' by 3.10' cut around tree), with tree cut down and deck repaired to fill in cut; existing timber retaining walls to remain consisting of a lower wall starting from west to east 8' 4-3/8" to 6'11" to 10' 1/8" to 4'9" steps to upper grade; lower timber wall continues west to east 8' 2-1/2" to 23' 1- 1/2" to 17' 3-3/4" to existing steps 4' 9-1/2" to upper grade; and upper stone wall 9' 4- 1/2" to 29'5" to 13'9" to 7'2"; a one-to-one tree replacement for any trees removed; and to establish and perpetually maintain 15' wide non-turf buffer along the landward edge of the bulkhead. Located: 240 Knoll Circle, East Marion. SCTM# 1000-37-5-15 Type of area to be impacted: �altwater Wetland Freshwater Wetland Sound /'� Bay Part of Town Code proposed work falls under Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: ,p Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: . Goldsmith N. Krupski E. Sepenoski _�L. Gillooly 3a . Peeples DRAWING LIST OONTMC7 SET DWG NO. DRAWING TITLE SHEETNO. A001.00 COVER PAGE&DRAWING LIST 1 A002.00 GENERAL NOTES 2 A003.00 GENERAL NOTES 3 A004.00 GENERAL NOTES&ENERGY CODE COMPLIANCE 4 A005.00 GENERAL NOTES 5 A006.00 GENERAL NOTES 6 A030.00 SITE PLAN&ZONING 7 A031.00 ENLARGED SITE PLAN 8 A061.00 REMOVAL PLANS 9 A062.00 REMOVAL ELEVATIONS 10 A063.00 REMOVAL ELEVATIONS 11 A101.00 FIRST FLOOR PLAN 12 A102.00 SECOND FLOOR&ROOF PLAN 13 A201.00 ELEVATIONS 14 A202.00 ELEVATIONS 15 A301.00 SECTIONS 16 A302.00 SECTION DETAILS 17 A801.00 REFLECTED CEILING PLANS 18 HOUSE RENOVATI O,: N S100.00 FOUNDATION PLAN 19 S101.00 FIRST FLOOR FRAMING PLAN 20 S102.00 SECOND FLOOR FRAMING PLAN 21 S103.00 ROOF FRAMING PLAN 22 240 KNOLL CIRCLE P100.00 PLUMBING RISER DIAGRAM 23 EAST MARION , NY 11939 1 im i a `� fl �I 9. s lld ;d A P I I P EIE JUN 17 2025 Southold Town Board of Trustees ARCHITECT: DRAWING TITLE: REVISIONS SEAL DATE:3/19/2025 SCALE: NTS Ciardullo COVER & DRAWING LIST N0, DESCRIPTION DATE DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. NEW YORK, NY 10036 240 KNOLL CIRCLE T:(212) A001 00 www.cardullo.Ocom EAST MARION, NY 11939 GENERAL NOTES 1. THE PROPOSED PROJECT IS THE RENOVATION TO AN EXISTING HOUSE. A CONTINUOUS DORMER WILL BE ADDED SECTION R300 BUILDING PL�,NNING TABLE R301.6 TO EXISTING SECOND FLOOR TO CREATE MORE USABLE SPACE. THE SECOND FLOOR WILL INCLUDE THREE TABLE R301.2.1.3: WIND SPEED MIN. ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT BEDROOMS AND TWO BATHROOMS.THE FIRST FLOOR WILL INCLUDE A RENOVATED KITCHEN,NEW LAUNDRY ROOM,FAMILY ROOM AND COMBINED LIVING/DINING ROOM. ONE AND A HALF BATHROOMS WILL BE RENOVATED CONVERSIONS OF HORIZONTAL PROJECTION AT THEIR EXISTING LOCATIONS. AN EXISTING GARAGE WILL REMAIN UNCHANGED. 2. ALL CONSTRUCTION WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW FASTEST MILE TAKEN 3 SECOND GUST 120 FROM TABLE 301.2(1) ROOF SLOPE TRIBUTARY LOADED AREA IN SQ FT FOR ANY YORK STATE AND LOCAL JURISDICTIONS REQUIREMENTS. STRUCTURAL MEMBER 3. THE OWNER AND ARCHITECT ASSUME NO RESPONSIBILITY FOR CONSTRUCTION MEANS,METHODS, FASTEST MILE 100 0 TO 200 201 TO 600 OVER 600 TECHNIQUES,SEQUENCES OR PROCEDURES,OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH RISE 4"/FT(1:3)TO LESS 12"/FT(1:1) 16 14 12 THE WORK. RISE 12"/FT(1:1)AND GREATER 12 12 12 4. DO NOT SCALE THE DRAWINGS.USE DIMENSIONS ONLY.ALL DIMENSIONS TO BE CHECKED BY THE TABLE R3O1.5 CONTRACTORS PRIOR TO CONSTRUCTION. MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 5. THE CONTRACTOR SHALL VISIT THE SITE AND BE RESPONSIBLE FOR HAVING RECORDED ALL CONDITIONS WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE THE SCOPE OF THE PROJECT.NO CLAIMS FOR EXTRA COMPENSATION BASED ON IGNORANCE OF VISIBLE OR TABLE R301.7 IMPLIED CONDITIONS WILL BE CONSIDERED. USE LIVE LOAD(#ISQ.FT.) ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 6. THE CONTRACTOR(S)SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING AND NEW MATERIALS AND 2020 RESIDENTIAL CODE OF NEW YORK STATE CONDITIONS WITHIN THE PROPOSED CONSTRUCTION AREA.ANY DAMAGE CAUSED BY OR DURING THE DECKS 40 STRUCTURAL MEMBER ALLOWABLE EXECUTION OF THE WORK IS THE RESPONSIBILITY OF THE CONTRACTOR(S)AND SHALL BE REPAIRED TO THE PASSENGER VEHICLE GARAGES 50 DEFLECTION OWNER'S SATISFACTION AT THE CONTRACTOR(S)'SOLE EXPENSE. ROOMS OTHER THAN SLEEPING ROOMS 40 RAFTERS HAVING SLOPES GREATER THAN 3/12 U180 7. ALL WORK SHALL BE DONE IN A WORKMANSHIP-LIKE MANNER ACCORDING TO COMMON ACCEPTABLE INDUSTRY WITH NO FINISHED CEILING ATTACHED TO RAFTERS STANDARDS AND PRACTICES. SLEEPING ROOMS 30 8. ALL MATERIALS AND EQUIPMENT ARE TO BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS INTERIOR WALLS AND PARTITIONS HI180 SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. FLOORS AND PLASTERED CEILINGS U360 9. HEIGHT AND AREA LIMITATIONS ALL OTHER STRUCTURAL MEMBERS U240 EXISTING AND PROPOSED ADDITION ARE UNPROTECTED WOOD-FRAMED CONSTRUCTION. EXTERIOR WALLS WITH PLASTER OR STUCCO H1360 • 2 STORY DWELLING FINISH (BASEMENT DOES NOT HAVE HABITABLE OCCUPANCIES) EXTERIOR WALLS-WINDS LOADS WITH BRITTLE U240 FINISHES EXTERIOR WALLS-WINDS LOADS WITH FLEXIBLE U120 R302 FIRE-RESISTANT CONSTRUCTION FINISHES EXTERIOR WALLS; CONSTRUCTION,PROJECTIONS,OPENINGS AND PENETRATIONS SHALL COMPLY WITH TABLE R302.1 (1) TABLE R302.1(1) EXTERIOR WALLS R302 FIRE-RESISTANT CONSTRUCTION R302.5 DWELLING-GARAGE OPENING AND PENETRATION PROTECTION EXTERIOR WALL ELEMENT MINIMUM MINIMUM FIRE OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE FIRE-RESISTANCE RATING SEPARATION DISTANCE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. FIRE-RESISTANCE 1 HOUR-TESTED IN ACCORDANCE WITH ASTM El 19 UL 263 OR SECTION R302.5.1 OPENING PROTECTION. 703.3 OF THE INTERNATIONAL BUILDING CODE WITH EXPOSURE FROM BOT 0 FEET RATED SIDES OPENING FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING SHALL NOT WALLS BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND THE RESIDENCE SHALL BE NOT FIRE-RESISTANCE 0 HOURS 0 FEET EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN I"'THICKNESS,SOLID OR HONEYCOMB RATED CORE DOORS NOT LESS THAN 1"'THICK,OR 20 MINUTE FIRE-RATED DOORS. NOT ALLOWED NA <2 FEET R302.5.2 DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE FIRE-RESISTANCE 1 HOUR ON THE UNDERSIDE,OR HEAVY TIMBER,OR >2 FEET TO DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF MINIMUM NO.26 GA SHEET STEEL PROJECTIONS RATED FIRE-RETARDANT-TREATED WOOD a,, <5 FEET OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE GARAGE. R302.5.3 OTHER PENETRATIONS. NOT FIRE-RESISTANCE 0 HOURS >5 FEET PENETRATIONS THROUGH THE SEPARATION REQUIRED IN SECTION R302,6 SHALL BE RATED — PROTECTED AS REQUIRED BY SECTION R302.11,ITEM 4. R302.6 DWELLING-GARAGE FIRE SEPARATION. NOT ALLOWED NA <2 FEET THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO OPENINGS 25%MAXIMUM OF WALL 0 HOURS GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. IN WALLS AREA 3 FEET R302.9.1 FLAME SPREAD INDEX AND SMOKE DEVELOPED INDEX FOR WALL AND CEILING FINISHES WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN UNLIMITED 0 HOURS 5 FEET 200. EXCEPTION: NOT ALLOWED NA <2 FEET FLAME-SPREAD REQUIREMENTS FOR FINISHES SHALL NOT APPLY TO TRIM DEFINED AS COMPLY WITH PICTURE MOLDS,CHAIR RAILS,BASEBOARDS AND HANDRAILS;TO DOORS AND WINDOWS OR PENETRATIONS ALL SECTION R302.4 <3 FEET THEIR FRAMES;OR TO MATERIALS THAT ARE LESS THAN 1/28"IN THICKNESS CEMENTED TO THE SURFACE OF WALLS OR CEILINGS IF THESE MATERIALS EXHIBIT FLAME-SPREAD VALUES NOT GREATER THAN THOSE OF PAPER OF THIS THICKNESS CEMENTED TO A NONE REQUIRED NONCOMBUSTIBLE BACKING. UNLIMITED 3 FEET R302.9.2 WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF NOT GREATER I THAN 450. � !`..' e Fir 1 F {fI(tr ' -�,[ 3 NOTES: R302.9.3 TESTING FR �TESTS SHALL BE MADE IN ACCORDANCE WITH ASTM E84 OR UL 723. FOR ALTERNATIVE L� a. THE FIRE RESISTANCE RATING SHALL BE PERMITTED TO BE REDUCED TOO HOURS ON THE UNDERSIDE OF THE EAVE OVERHANG IF TESTING METHODS REFER TO R302.9.4. JUN 7 2025 FIREBLOCKING IS PROVIDED FROM THE WALL TOP PLATE TO THE UNDERSIDE OF THE ROOF SHEATHING. b. THE FIRE-RESISTANCE RATING SHALL BE PERMITTED TO BE REDUCED TOO HOURS ON THE UNDERSIDE OF THE RAKE OVERHANG WHERE So�ttolo 1o�dn GABLE VENT OPENINGS ARE NOT INSTALLED. Board of Tn rt,ps ARCHITECT: DRAWING TITLE: NOTES REVISIONS SEAL: " DATE:1/912025 SCALE: NTS Ciardullo NO. DESCRIPTION DATE i , DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC L � DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE I 417 FIFTH AVE,8TH FL. NEWYORK,NY 10036 240 KNOLL CIRCLE T:(22)245-0010 A. A002 ,00 www1c ardullo.com EAST MARION, NY 11939 N Tan � R302 FIRE-RESISTANT CONSTRUCTION (CONT.) R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION. R307 TOILET, BATH AND SHOWER SPACES R302.11.1.1 BATTS OR BLANKETS OF MINERAL OR GLASS FIBER. R307.1 SPACE REQUIRED. R302.10.1 INSULATION BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED FIXTURES SHALL BE SPACED IN ACCORDANCE WITH FIGURE 7.3.2.OF THE PLUMBING FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION. NONRIGID MATERIA-S SHALL BE PERMITTED FOR COMPLIANCE WITH THE SUBCODE ENTITLED"MINIMUM FIXTURE CLEARANCES" INSULATION MATERIALS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES,ROOF-CEILING ASSEMBLIES, 10-FOOT HORIZONTAL FIREBLOCKING IN WALLS CONSTRUCTED USING 4" MIN MIN MIN " MIN WALL ASSEMBLIES,CRAWL SPACES AND ATTIC S SHALL EXHIBIT A FLAME-SPREAD INDEX NOT TO PARALLEL ROWS OF STUDS OR STAGGERED STUDS. 41 EXCEED 25 AND A SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.INSULATING MATERIALS WERE TESTED IN ACCORDANCE WITH THE R302.11.1.2 UNFACED FIBERGLASS F. 1 [Eloji= TUB REQUIREMENTS OF THIS SECTION,SHALL INCLUDE FACINGS,WHERE USED,SUCH AS VAPOR UNFACED FIBERGLASS BATT INSULATION USED AS FIREBLOCKING SHALL RETARDERS,VAPOR PERMEABLE MEMBRANES AND SIMILAR COVERINGS. FILL THE ENTIRE CROSS SECTION OF THE WALL CAVITY TO A HEIGHT OF NOT LESS THAN 16 INCHES MEASURED VERTICALLY. WHERE PIPING EXCEPTIONS; CONDUIT OR SIMILPR OBSTRUCTIONS ARE ENCOUNTERED,THE INSULATION 1. WHERE SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES,THE FLAME SPREAD INDEX SHALL BE PACKED TIGHTLY AROUND THE OBSTRUCTION. AND SMOKE-DEVELOPED INDEX LIMITATIONS DO NOT APPLY TO THE FACINGS,PROVIDED THAT 15" 15" THE FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE R302.11.1.3 LOOSE-FILL INSULATION MATERIAL. CEILING,FLOOR OR WALL FINISH. LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK 2. CELLULOSE FIBER LOOSE-FILL INSULATION THAT IS NOT SPRAY APPLIED AND THAT COMPLIES UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR TUB -� WIT THE REQUIREMENTS OF SECTION R302.10.3 SHALL NOT BE REQUIRED TO MEET A USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND TO RETARD SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450 WHERE TESTED IN ACCORDANCE WITH THE SPREAD OF FIFE AND HOT GASES. CAN/ULC S102.2. 3. FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION R316. N J 30" 24" MIN LEAR R302.10.2 LOOSE-FILL INSULATION R302.11.2 FIREBLOCKING INTEGRITY TUB LOOSE FILL INSULATION MATERIALS THAT CANNOT BE MOUNTED IN THE ASTM E84 OR UL 723 THE INTEGRITY OF FIREBLOCKS SHALL BE MAINTAINED. APPARATUS WITHOUT A SCREEN OR ARTIFICIAL SUPPORTS SHALL COMPLY WITH THE FLAME SPREAD R307.2 BATHTUB AND SHOWER SPACES. AND SMOKE-DEVELOPED LIMITS OF SECTION R302.10.1 WHERE TESTED IN ACCORDANCE WITH CAN/ULC R302.12 DRAFTSTOPPING BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER S102.2. IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND I HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT BELOW THE CONCEALED SPACE OF AFLOOR CEILING ASSEMBLY,DRAFTSTOPS SHALL BE SURFACE,SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET EXCEPTION: CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL NOT BE REQUIRED TO BE TESTED IN INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 ABOVE THE FLOOR. ACCORDANCE WITH CAN/ULC S102,PROVIDED THAT SUCH INSULATION COMPLIES WITH THE SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO REQUIREMENTS OF SECTIONS R302.10.1 AND R302.10.3 APPROXIMATELY EQUAL AREAS. WHERE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW,DRAFTSTOPPING SHALL BE PROVIDED IN R308 GLAZING FLOOR-CEILING ASSEMBLIES UNDER-HE FOLLOWING CIRCUMSTANCES: R308,1 IDENTIFICATION. R302.10.3 CELLULOSIC LOOSE-FILL INSULATION EXCEPT AS INDICATED IN SECTION R308.1.1 EACH PANE OF GLAZING INSTALLED IN CELLULOSIC LOOSE-FILL INSULATION MATERIALS SHALL COMPLY WITH CPSC 16 CFR,PARTS 1209 AND 1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. HAZARDOUS LOCATION AS DEFINED IN SECTION R308,4 SHALL BE PROVIDED WITH A 1404. EACH PACKAGE OF SUCH INSULATING MATERIAL SHALL BE CLEARLY LABELED IN ACCORDANCE 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION,THE TYPE WITH CPSC 16 CFR,PARTS 1209 AN 1404. MEMBERS. OF GLASS AND THE SAFETY GLAZING STANDARD WHICH IT COMPLIES,AND THAT IS VISIBLE R302.10.4 EXPOSED ATTIC INSULATION R302.12.1 MATERIALS IN THE FINAL INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED,SANDBLASTED,EXPOSED INSULATION MATERIALS ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX OF NOT DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2-INCH GYPSUM, CERAMIC-FIRED,LASER ETCHED,EMBOSSED,OR BE OF A TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED. A LABEL SHALL BE PERMITTED IN LESS THAN 0.12 WATT PER SQUARE CENTIMETER. 3/8-INCH WOOD STRUCTURE PANELS OR OTHER APPROVED MATERIALS LIEU OF THE MANUFACTURER'S DESIGNATION. ADEQUATELY SUPPORTED-DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO R302.10.5 TESTS FOR CRITICAL RADIANT FLUX SHALL BE MADE IN ACCORDANCE WITH ASTM E970. THE FLOOR FRAMING UNLESS OTHERWISE APPROVED BY THE BUILDING R308.3 HUMAN IMPACT LOADS OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED. INDIVIDUAL GLAZED AREAS,INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST R302.13 FIRE PROTECTION OF FLOORS REQUIREMENTS OF SECTION R308.3.1. R302.11 FIREBLOCKING. FLOOR ASSEMBLIES THAT ARE NOTREQUIRED ELSEWHERE IN THIS CODE TO BE IN COMBUSTIBLE CONSTRUCTION,FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND FIRE-RESISTANCE RATED,SHALL BE PROVIDED WITH A 1/2-INCH GYPSUM WALLBOARD EXCEPTION: MIRRORS AND GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, MEMBRANE,5/8-INCH WOOD STRUCTURAL PANEL MEMBRANE,OR EQUIVALENT ON THE PROVIDES A CONTINUOUS BACKING SUPPORT. AND BETWEEN A TOP STORY AND ROOF SPACE. UNDERSIDE OF FLOOR FRAMING MEMBER. PENETRATIONS OR OPENINGS FOR DUCTS, VENTS,ELECTRICAL OUTLETS,LIGHTING DEVICES,LUMINARIES,WIRES,SPEAKERS, R308.3.1 IMPACT TEST FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE FOLLOWING DRAINAGE,PIPING AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE PERMITTED. WHERE REQUIRED BY OTHER SECTIONS OF THE CODE,GLAZING SHALL BE TESTED IN LOCATIONS: ACCORDANCE WITH CPSC 16 CFR 1201, GLAZING SHALL COMPLY WITH THE TEST CRITERIA 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES EXCEPTIONS: FOR CATEGORY II UNLESS OTHERWISE INDICATED IN TABLE R308.3.3(1). AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS. 1. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY AN AUTOMATIC 1.1 VERTICALLY IN CEILING AND FLOOR LEVELS. SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P2904 NFPA 13D,OR OTHER EXCEPTION: GLAZING NOT IN DOORS OR ENCLOSURES FOR HOT TUBS,WHIRLPOOLS, 1.2 HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. APPROVED EQUIVALENT SPRINKLER SYSTEM. SAUNAS,STEAM ROOMS,BATHTUBS AND SHOWERS SHALL BE PERMITTED TO BE TESTED IN 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH 2. FLOOR ASSEMBLIES LOCATED D RECTLY OVER A CRAWL SPACE NOT INTENDED FOR ACCORDANCE WITH ANSI Z97.1.GLAZING SHALL COMPLY WITH THE TEST CRITERIA FOR AS OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS. STORAGE OR FOR THE INSTALLATION OF FUEL-FIRED OR ELECTRIC-POWERED HEATING CLASS A UNLESS OTHERWISE INDICATED IN TABLE R308.3.1(2). 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE APPLIANCES. RUN. ENCLOSED SPACES UNDER THE STAIRS SHALL COMPLY WITH SECTION R302.7. 3. PORTIONS OF THE FLOOR ASSEIBLIES SHALL BE PERMITTED TO BE UNPROTECTED R308.4.3 GLAZING IN WINDOWS 4. AT OPENINGS AROUND VENTS,PIPES,DUCTS,CABLES AND WIRES AT CEILING AND FLOOR WERE COMPLYING WITH THE FOLLOWING: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL THE FOLLOWING LEVEL,WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND 3.1 THE AGGREGATE AREA CF THE UNPROTECTED PORTIONS DOES NOT EXCEED 80 CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION, PRODUCTS OF COMBUSTION. THE MATERIAL FILING THIS ANNULAR SPACE SHALL NOT BE SQUARE FEET. REQUIRED TO MEET THE ASTM E136 REQUIREMENTS. 3.2 FIREBLOCKING IN ACCORDANCE WITH SECTION R302.11.1 IS INSTALLED ALONG 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,SEE R1003.19. THE PERIMER OF THE UNPROTECTED PORTION TO SEPARATE THE UNPROTECTED FEET. PORTION FROM THE REMAINDER OF THE FLOOR ASSEMBLY. 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18"ABOVE THE R302.11.1 FIREBLOCKING MATERIALS. 4. WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL COMPOSITE FLOOR. EXCEPT AS PROVIDED IN SECTION R302.11,ITEM 4,FIREBLOCKING SHALL CONSIST OF THE LUMBER EQUAL TO OR GREATER,THAN 2-INCH BY 10-INCH NOMINAL DIMENSION,OR 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36"ABOVE THE FLOOR. FOLLOWING MATERIALS. OTHER APPROVED FLOOR ASSEVIBLIES DEMONSTRATING EQUIVALENT FIRE 4, ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES MEASURED PERFORMANCE. HORIZONTALLY AND IN A STRAIGHT LINE OF THE GLAZING. 1. TWO-INCH NOMINAL LUMBER. R308.4.6 GLAZING AND WET SURFACES 2. TWO THICKNESS OF 1-INCH NOMINAL WITH BROKEN LAP JOINTS R302,14 COMBUSTIBLE INSULATION CLEARANCE. GLAZING IN WALLS OR ENCLOSURES OF A BATHTUB OR SHOWER WHERE THE EXPOSED 3. ONE THICKNESS OF 23/32-INCH WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY COMBUSTIBLE INSULATION SHALL BE SEPARATED NOT LESS THAN 3 INCHES FROM EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY 23/32-INCH WOOD STRUCTURAL PANELS . RECESSED LUMINARIES,FAN MOTORS AND OTHER HEAT-PRODUCING DEVICES. WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. 4. ONE THICKNESS OF 3/4-INCH PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH PARTICLEBOARD. EXCEPTION: WHERE HEAT-PRODUCING DEVICES ARE LISTED FOR LESSER 5. ONE-HALF-INCH GYPSUM BOARD. CLEARANCES,COMBUSTIBLE INSULATION COMPLYING WITH THE LISTING REQUIREMENTS 6. ONE-QUARTER-INCH CEMENT-BASED MILLBOARD. SHALL BE SEPARATED IN ACCORDANCE WITH THE CONDITIONS STIPULATED IN THE LISTING. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED �)Jy MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. RECESSED LUMINARIES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL MEET THE 4 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL REQUIREMENTS OF SECTION N1102.4 OF THIS CODE. 263,FOR SPECIFIC APPLICATION. JUN 1 7 2025 Sc,,holy Town 13oardl OfTru;i�es ARCHITECT: Ciardullo DRAWING TITLE: II REVISIONS SEAL: �`� � DATE:11912025 SCALE: NTS NOTES NO. DESCRIPTION DATE ;" DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC jay DWG N0. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. �} 1 NEW YORK,NY 10036 240 KNOLL CIRCLEA003 ,00 T:(212)245-0010 #° ,Nww.ciardullo.com EAST MARION, NY 11939 , R311 MEANS OF EGRESS R312 GUARDS AND WINDOW FALL PROT=CTION TABLE N 1102.1.2 R312.1.1 GUARDS SHALL BE PROVIDED AT LANDINGS LOCATED MORE THAN 30 INCHES INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT R311.1 A CONTINUOUS AND UNOBSTRUCTED PATH OF VERTICAL AND HORIZONTAL MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW. EGRESS TRAVEL IS PROVIDED FROM ALL PORTIONS OF THE DWELLING 2020 RESIDENTIAL CODE OF NEW YORK STATE WITHOUT REQUIRING TRAVEL THROUGH A GARAGE. THE EGRESS DOORS R312.1.2 GUARDS SHALL BE 36 INCHES IN HEIGHT MEASURED VERTICALLY ABOVE OPEN DIRECTLY INTO A YARD THAT OPENS TO A PUBLIC WAY. ADJACENT WALKING SURFACE. N1101.10 BUILDING THERMAL ENVELOPE INSULATION R311.2 EGRESS DOORS ARE SIDE-HINGED AND PROVIDE A CLEAR WIDTH OF NOT R312.1.3 GUARDS SHALL NOT HAVE AN OPENINGS THAT ALLOW PASSAGE OF A SPHERE • AN R-VALUE IDENTIFICATION MARK SHALL BE APPLIED BY MANUFACTURER ON EACH PIECE OF THE BUILDING LESS THAN 32 INCHES WHERE MEASURED FROM THE FACE OF THE DOOR TO 4 INCHES IN DIAMETER. THERMAL ENVELOPE THAT IS 12 INCHES OR GREATER. THE STOP WITH THE DOOR OPEN 90 DEGREE. THE CLEAR HEIGHT OF THE • CERTIFICATIONS AS NOTED IN THIS SECTION. DOOR OPENING IS NOT LESS THAN 78 INCHES MEASURED FROM THE TOP OF R312.2 WINDOW FALL PROTECTION. THE THRESHOLD TO THE BOTTOM OF THE STOP. ALL SILLS OF OPERABLE WINDOWS WITH THE OPENING ABOVE THE FINISH N1101.10.3 FENESTRATION PRODUCT RATING SHALL BE DETERMINED IN ACCORDANCE WITH NFRC 100. GRADE OR OTHER SURFACE BELOW THE EXTERIOR OF THE BUILDING SHALL BE R311.3 LANDING AND FLOORS ON EACH SIDE OF EACH EXTERIOR DOOR IS NOT LOCATED GREATER THAN 24 INCHES ABOVE THE FINISHED FLOOR. N1102.4.1.1 A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. BREAKS OR JOINTS IN THE AIR LESS THAN 36"MEASURED IN THE DIRECTION OF TRAVEL AND NOT LESS IN BARRIER SHALL BE SEALED.AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A SEALING MATERIAL. WIDTH THAN THE DOOR SERVED. THE SLOPE OF THE LANDING DOES NOT EXCEED A 2 PERCENT SLOPE. RIM JOISTS SHALL BE INSULATED AND INCLUDE THE AIR BARRIER. R317.3.1 FASTENERS, INCLUDING NUTS AND WASHERS,FOR PRESERVATIVE-TREATED WOOD R311.5 EXTERIOR LANDING ATTACHMENT: SHALL BE OF HOT-DIPPED ZINC COATED GALVANIZED STEEL,STAINLESS STEEL, BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT SO THAT THE INSULATION READILY CONFORMS TO THE CAVITY • FRONT ENTRANCE LANDING IS SELF-SUPPORTING. SILICON BRONZE,OR COPPER. STAPLES SHALL BE OF STAINLESS STEEL. COATING • REAR DECK LANDING IS POSITIVELY ANCHORED TO THE PRIMARY TYPES AND WEIGHTS FOR CONNECTORS IN CONTACT WITH PRESERVATIVE-TREATED SPACE. STRUCTURE. WOOD SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. NOT LESS THAN ASTM A653 TYPE G185 ZINC-COATED GALVANIZED STEEL OR EQUIVALENT,SHALL BE USED. RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING ENVELOPE SHALL BE AIR TIGHT,IC RATED,AND SEALED TO EXCEPTIONS: 1. V2"DIAMETER OR GREATER STEEL BOLTS, THE DRYWALL. 2. FASTENERS OTHER THAN NAILS,STAPLES AND TIMBER RIVETS SHALL BE R317 PROTECTION AGAINST DECAY PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC-COATED STEEL AND BATT INSULATION SHALL BE CUT NEATLY TO FIT AROUND WIRING AND PLUMBING IN EXTERIOR WALLS,OR INSULATION COATING WEIGHTS IN ACCORDANCE WITH ASTM B695,CLASS 55 MIN. THAT READILY CONFORMS TO AVAILABLE SPACE SHALL EXTEND BEHIND PIPING AND WIRING. R317.1 AT THE FOLLOWING LOCATIONS,USE A NATURALLY DURABLE WOOD OR WOOD 3. PLAIN CARBON STEEL FASTENERS IN SBXIDOT AND ZINC BORATE PRESERVATIVE-TREATEDWOOD IN AN INTERIOR,DRY ENVIRONMENT SHALL BE EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL BE INSULATED AND THE AIR BARRIER SEPARATING THEM THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1. PERMITTED. FROM THE SHOWERS AND TUBS, 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN R317.3.3 FASTENERS, INCLUDING NUTS AND WASHERS,FOR FIRE-RETARDANT-TREATED CLOSER THAN 18" OR WOOD GIRDERS WHEN CLOSER THAN 12"TO EXPOSED WOOD USED IN EXTERIOR APPLICATIONS OR WET OR DAMP LOCATIONS SHALL BE OF THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR-SEALED BOXES GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE HOT-DIPPED ZINC COATED GALVANIZED STEEL,STAINLESS STEEL,SILICON BRONZE, SHALL BE INSTALLED. PERIPHERY OF THE BUILDING FOUNDATIONS. OR COPPER. FASTENERS OTHER THAN NAILS,STAPLES AND TIMBER RIVETS SHALL 2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY BE PERMITTED TO BE OF MECHANICALLY DEP03ITED ZINC-COATED STEEL WITH AN AIR BARRIER SHALL BE INSTALLED ON FIREPLACE WALLS. EXTERIOR WALLS AND ARE LESS THAN 8"FROM EXPOSED GROUND. COATING WEIGHTS IN ACCORDANCE WITH ASTM B695,CLASS 55 MIN. 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN R317.3.4 FASTENERS, INCLUDING NUTS AND WASHERS,FOR FIRE-RETARDANT-TREATED IMPERVIOUS WATER BARRIER. WOOD USED IN INTERIOR LOCATIONS SHALL BE IN ACCORDANCE WITH THE Generated by REScheck-Web Software 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE MANUFACTURER'S RECOMMENDATIONS. IN ABSENCE OF THE MANUFACTURER'S Compliance Certificate WALLS HAVING CLEARANCES OF LESS THAN'INCH ON TOPS,SIDES AND RECOMMENDATIONS,SECTION R317.3.3 SHALL APPLY. ENDS. 5. WOOD SIDING,SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6"FROM THE GROUND. Project 240 Knoll Circle 6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS R318 PROTECTION AGAINST SUBTERRANEAN TERMITES Energy Code: 2020 NYStreteh-2018 IECC OR ROOFS THAT ARE EXPOSED TO THE WEATHER,SUCH AS CONCRETE OR SEE G01 FOR TABLE R301.2 1 CLIMATE AND GEOGRAPHIC DESIGN CRITERIA. Location: Southold,New York MASONRY SLABS,UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN � � Construction Type: Single-family Project Type: Alteration IMPERVIOUS MOISTURE BARRIER. Project SubType: None 7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED Climate Zone: 4 (5572 HUD) Permit Date: DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE Permit Number: WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS All Electric false APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING Is Renewable false s Charger false MEMBERS. Has Battery: false Has Heat Pump: false R317,1.1 FIELD CUT ENDS,NOTCHES AND DRILLED HOLES OF PRESERVATIVE-TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. Construction Site: Owner/Agent: Designer/Contractor: 240 Knoll Circle George Varthalamis R317.1.2 ALL WOOD IN CONTACT WITH THE GROUND,EMBEDDED IN CONCRETE EXPOSED East Marion,NY 11939 Ciardullo Architecture& TO THE WEATHER THAT SUPPORTS PERMANENT STRUCTURES INTENDED FOR 41771E fthfAvve. HUMAN OCCUPANCY SHALL BE APPROVED PRESSURE-PRESERVATIVE-TREATED NewFloor york,NY 10016 WOOD SUITABLE FOR GROUND CONTACT USE. gva thalamo0 gvarthalamis@ciardullo.com R317.1.4 WOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY RESISTANCE :b OR APPROVED PRESSURE PRESERVATIVE-TREATED WOOD. EXCEPTION: DECK POSTS SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS PROJECTING NOT LESS THAN 1 INCH ABOVE A CONCRETE FLOOR OR Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slah-on-grade 6"ABOVE EXPOSED EARTH. assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirement-;. R317.2 LUMBER AND PLYWOOD REQUIRED TO BE PRESSURE-PRESERVATIVE TREATED Envelope Assemblies SHALL BEAR THE QUALITY MARK OF AN APPROVED INSPECTION AGENCY THAT I �a MAINTAINS CONTINUING SUPERVISION,TESTING AND INSPECTION OVER THE 701 QUALITY OF THE PRODUCT AND THAT HAS BEEN APPROVED BY AN Window:Wood Frame 225 0.270 0.270 61 61 SHGC:0.30 ACCREDITATION BODY THAT COMPLIES WITH THE REQUIREMENTS OF THE Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other AMERICAN CLIMBER STANDARD COMMITTEE TREATED WOOD PROGRAM. calculations submitted with the permit application.The proposed building has been designed to meet the 2020 NYStretch-2018 IECC requirements in REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date F),l I i. �� LJU Project Title:240 Knoll Circle Report date: 01/09/25 7 2025 Data filename: Pagel of 2 Sout'old Town Board of Trustees ARCHITECT: � DRAWING TITLE: REVISIONS SEAL: � DATE:11912025 SCALE: NTS Ciardullo NOTES & ENERGY CODE COMPLIANCE NO. DESCRIPTION DATE �` i ',; DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. NEW YORK,NY 10036 240 KNOLL CIRCLE www1c ardullo.com EAST MARION, NY 11939 BUILDING COMPONENT CRITERIA e.) THE ENDS OF EACH JOIST,BEAM,DR GIRDER SHALL HAVE NOT LESS THAN 1.5"OF BEARING ON WOOD 1. FOUNDATIONS OR METAL AND NOT LESS THAN 3"ON MASONRY OR CONCRETE EXCEPT WHERE SUPPORTED ON A 1X4 3.) WALL CONSTRUCTION BY RIBBON STRIP AND NAILED TO THE ADJACENT STUD OR BY THE USE OF APPROVED JOIST HANGERS. a.) LOAD BEARING DIMENSION LUMBER FOR STUDS,PLATES,AND HEADERS SHALL BE IDENTIFIED a.) LOTS SHALL BE GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS.THE BY A GRADE MARK OF LUMBER GRADING OR INSPECTION AGENCY THAT HAS BEEN APPROVED GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 6"WITHIN THE FIRST 10', BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC PS20. f.) JOISTS SHALL BE SUPPORTED LA"ERALLY AT THE ENDS BY BY FULL DEPTH SOLID BLOCKING NOT b.) IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION,THE LOAD-BEARING VALUES IN TABLE LESS THAN 2"NOMINAL IN THICKNESS;OR BY ATTACHMENT TO A HEADER,BAND,OR RIM JOIST,OR TO R401.4.1 SHALL BE ASSUMED: AN ADJOINING STUD;OR SHALL BE OTHERWISE PROVIDED WITH LATERAL SUPPORT TO PREVENT b.) STUDS SHALL BE#2 SPRUCE-PINE-FIR GRADE LUMBER ROTATION. c.) EXTERIOR WOOD FRAME WALLS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE TABLE R401.4.1: PRESUMPTIVE LOAD BEARING VALUES OF WITH THE CHAPTER 6 OF THE NY BUILDING CODE AND FIGURES R602.3(1)AND R602.3(2)OR IN FOUNDATION MATERIALS g.) STRUCTURAL FLOOR MEMBERS SHALL NOT BE CUT,BORED OR NOTCHED IN EXCESS OF THE ACCORDANCE WITH AF&PA/NDS.COMPONENTS OF EXTERIOR WALLS SHALL BE FASTENED IN LIMITATIONS SPECIFIED IN R502.8OF THE IRC,2021. ACCORDANCE WITH TABLES R602.3(1)THROUGH R602.3(4). ALL EXTERIOR WOOD FRAME WALLS CLASS OF MATERIAL LOAD-BEARING PRESSURE(#/FT) SHALL BE CONSTRUCTED WITH 2X6 @ 16"O.C. CRYSTALLINE BEDROCK 12,000 h.) CUTS,NOTCHES AND HOLES BORED IN TRUSSES,LAMINATED VENEER LUMBER,GLUE-LAMINATED d.) WOOD STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP PLATE INSTALLED TO PROVIDE MEMBER,OR I-JOISTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH PENETRATIONS ARE OVERLAPPING AT CORNERS AND INTERSECTIONS WITH BEARING PARTITIONS.END JOINTS IN SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER. TOP PLATE SHALL BE OFFSET AT LEAST 24". SEDIMENTARY&FOLIATED ROCK 4,000 FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE R602.3 SANDY GRAVEL AND/OR GRAVEL 3,000 i.) 1 .WHERE POSTS AND BEAM e.) WHERE JOISTS,TRUSSES,D 2 RAFTERS ARE SPACED MORE THAN 16"O.C.AND THE BEARING ( ) STUDS BELOW ARE SPACED 4"O.C.,SUCH MEMBERS SHALL BEAR WITHIN 5"OF THE STUDS OR GIRDER CONSTRUCTION IS USED TO SUPPORT FLOOR FRAMING,POSITIVE CONNECTIONS SHALL BENEATH. SAND,SILTY SAND,CLAYEY SAND,SILTY 2,000 BE PROVIDED TO ENSURE AGAINST UPLIFT AND LATERAL DISPLACEMENT. GRAVEL&CLAYEY GRAVEL f.) STUDS SHALL HAVE FULL BEARING ON A NOMINAL 2X OR LARGER PLATE OR SILL HAVING A CLAY,SANDY CLAY,SILTY CLAY,CLAYEY 1,500 WIDTH AT LEAST EQUAL TO WIDTH OF THE STUDS. SILT,SILT AND SANDY SILT j.) OPENINGS IN FLOOR FRAMING SHALL BE FRAMED WITH A DEADER AND TRIMMER JOISTS.WHEN THE g.) INTERIOR LOAD-BEARING WALLS SHALL CONSTRUCTED,FRAMED AND FIREBLOCKED AS HEADER JOIST SPAN DOES NOT EXCEED 4',THE HEADER JOIST MAY BE A SINGLE MEMBER THE SAME SIZE SPECIFIED FOR EXTERIOR WALLS. c.) CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. AS THE FLOOR JOIST.SINGLE TRIMMER JOISTS MAY BE USED TO CARRY A SINGLE HEADER JOIST THAT IS h.) INTERIOR NON-BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 STUDS SPACED @16"O.C. LOCATED WITHIN 3'OF THE TRIMNER JOIST BEARING.WHEN THE HEADER JOIST SPAN EXCEEDS 41,THE WITH NO SPACING GREATER THAN 24"O.C.INTERIOR NON-BEARING WALLS SHALL BE d.) ALL EXTERIOR WALLS SHALL BE SUPPORTED ON CONCRETE FOOTINGS.FOOTINGS SHALL BE SUPPORTED ON THE TRIMMER JOISTS AND THE HEADER JOIST SHALL BE DOUBLED AND OF SUFFICIENT CROSS SECTION FIREBLOCKED IN ACCORDANCE WITH SECTION 602.8. UNDISTURBED NATURAL SOILS OR ENGINEERED FILL. TO SUPPORT THE FLOOR JOISTS FRAMING INTO THE HEADER.APPROVED HANGERS SHALL BE USED FOR THE HEADER JOIST TO TRIMMER,GIST CONNECTIONS WHEN THE HEADER JOIST SPAN EXCEEDS 6'.TALL i.) ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTCHED TO A e.) ALL EXTERIOR FOOTINGS&FOUNDATIONS SYSTEMS SHALL EXTEND BELOW THE FROST LINE(36"). ALL INTERIOR JOISTS OVER 12 LONG SHALL BE SUPPORTED AT THE HEADER BY FRAMING ANCHORS OR ON LEDGER DEPTH NOT EXCEEDING 25/o o STRIPS NOT LESS THAN 2"X2" OF ITS WIDTH.STUDS IN NONBEARING PARTITIONS MAYBE . FOOTINGS SHALL BE PLACED AT LEAST 12"BELOW THE UNDISTURBED GROUND. NOTCHED TO A DEPTH NOT TO EXCEED 40%OF A SINGLE STUD WIDTH.ANY STUD MAY BE BORED OR DRILLED,PROVIDED THAT THE DIAMETER OF THE RESULTING HOLE IS NO GREATER f.) CONCRETE FOUNDATION WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 318 OR ACI 530/ASCE 51TMS 402. k.) WHEN THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING THAN 40%OF THE STUD WIDTH,THE EDGE OF THE HOLE IS NO CLOSER THAN 5l8"TO THE ASSEMBLY,DRAFT STOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES EDGE OF THE STUD,AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOT EXCEED 1,000SF.DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY NOTCH. g.) THE WOOD SOLE PLATE AT EXTERIOR WALLS ON MONOLITHIC SLABS AND WOOD SILL PLATE SHALL BE ANCHORED TO THE EQUAL AREAS.WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AN CEILING FOUNDATION WITH ANCHOR BOLTS SPACED A MAXIMUM OF 6'O.C. ANCHOR BOLTS SHALL ALSO BE LOCATED WITHIN 12" MEMBRANE BELOW,DRAFTSTOPFING SHALL PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE j.) WHEN PIPING OR DUCTWORK IS PLACED IN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR FROM THE ENDS OF EACH PLATE SECTION.BOLTS SHALL BE AT LEAST 1/2"DIA AND SHALL EXTEND A MINIMUM OF 7"INTO FOLLOWING CIRCUMSTANCES: ILOAD-BEARING WALL,NECESSITATING CUTTING,DRILLING,OR NOTCHING OF THE TOP PLATE CONCRETE. -CEILING IS SUSPENDED UNDER-HE FLOOR FRAMING BY MORE THAN 50%OF ITS WIDTH,A GALVANIZED METAL TIE OF NOT LESS THAN.054"THICK -FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. (16GA)AND 1.5"WIDE SHALL BE FASTENED TO EACH PLATE ACROSS AND TO EACH SIDE OF THE h.) CONCRETE FOUNDATION WALLS SHALL EXTEND ABOVE FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS A OPENING WITH NOT LESS THAN EIGHT 16d NAILS AT EACH SIDE OR EQUIVALENT.THIS MINIMUM OF 4"WHERE MASONRY VENEER IS USED AND MINIMUM OF 6"ELSEWHERE. REQUIREMENT DOES NOT APPLY WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR I.) FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME FLOOR CONSTRUCTION AND FLOOR/CEILING CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING. ASSEMBLIES IN ACCORDANCE WITH SECTION R602.8 OF THE NYS RESIDENTIAL CODE. i.) BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE,OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL. k.) FOR HEADER SPANS,SEE TABLES R502.5(1)AND R502.5(2) _ m•) WOOD STRUCTURAL PANEL SHEATHING USED FOR STRUCTURAL PURPOSES SHALL CONFORM TO DOC PS 1,DOC PS 2,OR WHEN MANUFACTURED IN CANADA,CSA 0437 OR CSA 0325,ALL PANELS I.) LOADBEARING HEADERS ARE NOT REQUIRED IN INTERIOR OR EXTERIOR NON-BEARING WALLS. j.) WOOD SILL PLATES SHALL BE A MINIMUM OF 274"NOMINAL LUMBER. SHALL BE IDENTIFIED BY A GRADE MARK OF CERTIFICATE OF INSPECTION ISSUED BY AN APPROVED AGENCY. m.) FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL DRAFT OPENINGS(BOTH VERTICAL AND k.) DRAINS SHALL BE PROVIDED AROUND ALL CONCRETE FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN A USABLE SPACES LOCATED BELOW GRADE.DRAINAGE TILES,GRAVEL OR CRUSHED STONE DRAINS,OR PERFORATED PIPE TOP STORY AND THE ROOF SPACE.FIREBLOCKING SHALL BE PROVIDED IN WOOD FRAME SHALL BE INSTALLED AT OR BELOW THE AREA TO BE PROTECTED AND SHALL DISCHARGE BY GRAVITY.GRAVEL OR n.) WHERE USED AS SUBFLOORING OR COMBINATION SUBFLOOR UNDERLAYMENT,WOOD STRUCTURAL CONSTRUCTION IN THE FOLLOWING LOCATIONS: CRUSHED STONE DRAINS SHALL EXTEND AT LEAST 1'BEYOND THE OUTSIDE EDGE OF THE FOOTING AND 6"ABOVE THE PANELS SHALL BE OF ONE OF THE GRADES SPECIFIED IN TABLE R503.2.1(1).WHEN SANDED -IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT TOP OF THE FOOTING AND BE COVERED WITH AN APPROVED FILTER MEMBRANE MATERIAL. PLYWOOD IS USED AS COMBINATION SUBFLOOR UNDERLAYMENT,THE GRADE SHALL BE AS THE CEILING AND FLOOR LEVELS. SPECIFIED IN TABLE R503.2.1.1(2).USE SAME TABLES TO DETERMINE THE MAXIMUM ALLOWABLE -AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SPAN. SUCH AS OCCUR AT SOFFITS,DROP CEILINGS,AND COVE CEILINGS I.) FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES LOCATED BELOW GRADE SHALL -IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. BE DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE.ELECTROMETRIC WATERPROOFING SHALL o.) WOOD STRUCTURAL PANELS USED AS SUBFLOOROR COMBINATION SUBFLOOR UNDERLAYMENT -AT OPENINGS AROUND VENTS,PIPES,AND DUCTS AT CEILING AND FLOOR LEVEL TO RESIST BE APPLIED TO ALL CONCRETE WALLS BELOW GRADE. SHALL BE ATTACHED TO WOOD FRAMING IN ACCORDANCE WITH TABLE R602.3(1), THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION 2.) FLOORS n.) THE AMOUNT AND LOCATION OF WALL BRACING(BRACED WALL LINES)SHALL BE THE GREATER a.) FLOOR CONSTRUCTION SHALL BE CAPABLE OF ACCOMMODATING ALL LOADS AND OF TRANSMITTING THE RESULTING LOADS TO p•) CONCRETE SLAB-ON-GROUND FLOORS SHALL BE'A MINIMUM OF 3.5"THICK.THE SPECIFIED THAT IS REQUIRED BY THE SEISMIC DESIGN CATEGORY OR THE DESIGN WIND SPEED.BRACED THE SUPPORTING STRUCTURAL ELEMENTS. COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 3,000 PSI-TYPICAL WALL PANELS SHALL BEGIN NO MORE THAN 12.5'FROM EACH END OF A BRACED WALL LINE. BRACED WALL PANELS THAT ARE COUNTED AS PART OF A BRACED WALL LINE SHALL BE IN b.) LOAD BEARING DIMENSION LUMBER FOR JOISTS,BEAMS,AND GIRDERS SHALL BE IDENTIFIED BY A GRADE MARK OF LUMBER q.) THE AREA WITHIN FOUNDATION VvALLS SHALL HA E ALL VEGETATION,TOP SOIL AND FOREIGN LINE,EXCEPT THAT OFFSETS OUT-OF-PLANE OF UP TO 4'SHALL BE PERMITTED PROVIDED THAT GRADING OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC PS 20, MATERIAL REMOVED, THE TOTAL OUT-TO-OUT OFFSET DIMENSION IN ANY BRACED WALL LINE IS NOT MORE THAN 8'. BLOCKING SHALL BE A MINIMUM UTILITY GRADE LUMBER.SUBFLOORING MAY BE A MINIMUM UTILITY GRADE LUMBER OR NO.4 COMMON GRADE BOARDS.STRUCTURAL CAPACITIES AND DESIGN PROVISIONS FOR PREFABRICATED WOOD I-JOISTS SHALL BE r.) FILL MATERIAL SHALL BE FREE OF VEGETATION A D FOREIGN MATERIAL.THE FILL SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D 5055. COMPACTED TO ASSURE UNIFORM SUPPORT OF THE SLAB,AND EXCEPT WHERE APPROVED BY o.) WOOD STRUCTURAL PANELS SHALL CONFORM TO DOC PS 1 IR DOC PS 2.ALL PANELS SHALL A DESIGN PROFESSIONAL,THE FI-L DEPTHS SHALL NOT EXCEED 24"FOR CLEAN SAND OR BE IDENTIFIED BY A GRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY AN APPROVED GRAVEL AND 8"FOR EARTH. AGENCY. c.) FLOORS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 5 OF THE IRC,2021.THE p.) THE MAXIMUM ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL WALL SHEATHING SHALL NOT CODE'S FIGURE R502.2 OR IN ACCORDANCE WITH AF&PA/NDS. s.) A 4"THICK BASE COURSE CONSISTING OF CLEAN GRADED SAND,GRAVEL,CRUSHED STONE OR EXCEED THE VALUES SET FORTH IN TABLE R602.3(3). CRUSHED BLAST-FURNACE SLAGPASSING A 2"SIEVE SHALL BE PLACED ON THE PREPARED q.) WOOD STRUCTURAL PANEL WALL SHEATHING SHALL BE ATTACHED TO FRAMING IN d.) SPANS FOR FLOOR JOISTS SHALL BE IN ACCORDANCE WITH WITH TABLES R502.3.1(1)AND R502.3.1(2). SUBGRADE WHEN THE SLAB IS BELOW GRADE. ACCORDANCE WITH TABLE R602.3(1). TABLE R502.3.1(1)SHALL BE UTILIZED TO DETERMINE THE MAXIMUM ALLOWABLE SPAN OF FLOOR JOISTS THAT SUPPORT r.) ALL CONCRETE FOR WALLS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE SLEEPING AREAS AND ATTICS THAT ARE ACCESSED BY MEANS OF A FIXED STAIRWAY PROVIDED THAT THE DESIGN LIVE LOAD t.) AN APPROVED VAPOR RETARDEF WITH JOINTS PIPED NOT LESS THAN 6"SHALL BE PLACED AMERICAN CONCRETE INDUSTRY 306(ACI 318)AND DEVELOP A MINIMUM COMPRESSIVE DOES NOT EXCEED 30PSF AND THE DESIGN DEAD LOAD DOES NOT EXCEED 1OPSF.THE ALLOWABLE SPAN OF CEILING JOISTS BETWEEN THE CONCRETE FLOOF SLAB AND THE BASE COURSE OR THE PREPARED SUBGRADE STRENGTH OF 3,000PSI WITHIN 28 DAYS.MINIMUM CEMENT FACTOR SHALL BE 6.75 BAGS C THAT SUPPORT ATTICS UTILIZED FOR LIMITED STORAGE OR NO STORAGE SHALL BE DETERMINED IN ACCORDANCE WITH CEMENT PER CUBIC YARD OF CONCRETE.MAXIMUM SLUMP SHALL BE 5". SECTION R802.4 OF THE IRC,2021. � WHERE NO BASE COURSE EXISTS.THIS DOES NOT APPLY TO DRIVEWAYS,WALKS,PATIOS AND ' ti TABLE R502.3.1(2)SHALL BE UTILIZED TO DETERMINE THE MAXIMUM ALLOWABLE SPAN OF FLOOR JOISTS THAT SUPPORT ALL OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE. AREAS OF THE BUILDING OTHER THAN SLEEPING AND ATTICS PROVIDED THAT THE DESIGN LIVE LOAD DOES NOT EXCEED 40PSF AND THE DESIGN DEAD LOAD DOES NOT EXCEED 1OPSF. ' JUN 1 7 20�5 ARCHITECT: DRAWING TITLE: REVISIONS SEAL: "` DATE:11912025 SCALE: NTS Ciardullo NOTES - � NO. DESCRIPTION DATE ph ' ,� DRAWN BY: G,VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG N0. DEMOLITION AND RECONSTRUCTION OF HOUSE .. 417 FIFTH AVE,8TH FL. NEW YORK,NY 10036 240 KNOLL CIRCLET:(212)245-0010 A005 ,00 �� www.cardullo..com EAST MARION, NY 11939 17 Toes . ` s.) EXTERIOR WINDOWS AND DOORS SHALL BE DESIGNED TO RESIST THE DESIGN WIND LOADS LOADS SPECIFIED IN TABLE R301.2(2) 5.) ROI F-CEILING CONSTRUCTION ADJUSTED FOR HEIGHT AND EXPOSURE PER TABLE R301.2(3). a.) ROOF AND CEILING CONSTRUCTION SHALL BE CAPABLE OF ACCOMMODATING ALL LOADS IMPOSED ACCORDING TO SECTION R301 AT FRENCH DOORS,DESIGN PRESSURE=35PSF,REQUIRED 17PSF&-18PSF(WORST CASE) AND OF TRANSMITTING THE RESULTING LOADS TO THE SUPPORTING STRUCTURAL ELEMENTS. -AT 4165 DOUBLE HUNG,DESIGN PRESSURE=15PSF/35PSF WITH WIND BRACE CLIP,REQUIRED 17.2PSF&-18.7PSF(WORST CASE) -SUPPLIER TO PROVIDE DATA SHOWING COMPLIANCE WITH APPROPRIATE TABLES. b.) LOA BEARING DIMENSION LUMBER FOR RAFTERS,TRUSSES,AND CEILING JOISTS SHALL BE IDENTIFIED BY A GRADE MARK OF t. WINDOWS AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE FRAME,OR BY FRAME CLIP,OR THROUGH THE FLANGE. LUMBER GRADING OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC PS 20. ANCHORS SHALL BE EMBEDDED INTO THE FRAME CONSTRUCTION. c.) RO�F-CEILINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THE NYS RESIDENTIAL CODE u.) AT MULLIONS OCCURRING BETWEEN INDIVIDUAL WINDOWS AND GLASS DOOR ASSEMBLIES,MULLIONS SHALL BE DESIGNED TO (CH.8)OR IN ACCORDANCE WITH AF&PA/NDS AND ASCE 7.COMPONENTS OF ROOF-CEILINGS SHALL BE FASTENED IN TRANSFER THE DESIGN PRESSURE LOADS APPLIED BY THE WINDOW AND DOOR ASSEMBLIES TO BE SUPPORTED WITHOUT ACCORDANCE WITH TABLE R602.3(1). DEFLECTING MORE THAN U175,WHERE L=THE SPAN OF THE MULLION IN INCHES.MULLIONS SHALL BE CAPABLE OF RESISTING A LOAD OF 1.5 TIMES THE DESIGN PRESSURE LOADS APPLIED BY THE WINDOW AND DOOR ASSEMBLIES TO BE SUPPORTED WITHOUT EXCEEDING THE APPROPRIATE MATERIAL STRESS LEVELS. d.) RAF ERS SHALL BE FRAMED TO RIDGE BOARD OR TO EACH OTHER WITH A GUSSET PLATE AS A TIE.RIDGE BOARD SHALL BE AT LEAN 1"NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER.AT ALL VALLEYS AND HIPS THERE SHALL BE A VALLEY OR HIP RAFTER NOT LESS THAN 2"NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE 4.) WALL COVERINGS RAFTTER.HIP AND VALLEY RAFTERS SHALL BE SUPPORTED AT THE RIDGE BY A BRACE TO A BEARING PARTITION OR BE DESIGNED TO CARRY AND DISTRIBUTE THE SPECIFIC LOAD AT THAT POINT. a.) INTERIOR FINISHES AND MATERIALS SHALL CONFORM TO THE FLAME SPREAD AND SMOKE-DENSITY REQUIREMENTS OF SECTION R319(#18 OF"DESIGN COMPLIANCE...") GYPSUM BOARD e.) CEILING JOISTS AND RAFTERS SHALL BE NAILED TO EACH OTHER IN ACCORDANCE WITH TABLES R602.3(1)AND R802.5.1(9),AND THE ASSEMBLY SHALL BE NAILED TO THE TOP WALL PLATE IN ACCORDANCE WITH TABLE R602.3(1).CEILING JOISTS SHALL BE a.) ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36,C 79,C 475,C 514,C 630,C 931,C 960,C CONTINUOUSLY OR SECURELY JOINED WHERE THEY MEET OVER INTERIOR PARTITIONS AND NAILED TO ADJACENT RAFTERS TO 1002,C 1047,C 1177,C 1178,C 1278,AND C 1395 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS PROVIDE A CONTINUOUS TIE ACROSS THE BUILDING WHEN SUCH JOISTS ARE PARALLEL TO THE RAFTERS. SECTION.ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557. WHEN CEILING JOISTS ARE NOT PARALLEL TO RAFTERS,SUBFLOORING OR METAL STRAPS ATTACHED TO THE ENDS OF THE RAFTERS SHALL BE INSTALLED IN A MANNER TO PROVIDE A CONTINUOUS TIE ACROSS THE BUILDING.THE CONNECTIONS SHALL BE I�ACCORDANCE WITH TABLE 602.3(1). b.) WOOD FRAMING SUPPORTING GYPSUM BOARD SHALL NOT BE LESS THAN 2"NOMINAL THICKNESS IN THE LEAST DIMENSION IF RAFTER TIES ARE USED,THEY SHALL BE SPACED NOT MORE THAN 4'O.C. EXCEPT THAT WOOD FURRING STRIPS NOT LESS THAN 172"NOMINAL DIMENSION MAY BE USED OVER SOLID BACKING OR FRAMING SPACED NOT MORE THAN 24"O.C. f.) END, OF CEILING JOISTS SHALL BE LAPPED A MINIMUM OF 3"OR BUTTED OVER BEARING PARTITIONS OR BEAMS AND TOENAILED TO THE BEARING MEMBER.WHEN CEILING JOISTS ARE USED TO PROVIDE RESISTANCE TO RAFTER THRUST,LAPPED JOISTS SHALL c.) MAXIMUM SPACING OF SUPPORTS AND THE SIZE AND SPACING OF FASTENERS USED TO ATTACH GYPSUM BOARD SHALL BE FAILED TOGETHER IN ACCORDANCE WITH TABLE R602.3(1)AND BUTTED JOISTS SHALL BE TIED TOGETHER IN A MANNER TO COMPLY WITH TABLE R702.3.5.GYPSUM BOARD SHALL BE APPLIED AT RIGHT ANGLES OR PARALLEL TO FRAMING MEMBERS.ALL RESIST SUCH THRUST. EDGES AND ENDS SHALL OCCUR ON THE FRAMING MEMBERS,EXCEPT THOSE EDGES AND ENDS THAT ARE PERPENDICULAR TO THE FRAMING MEMBERS.INTERIOR GYPSUM BOARDSHALL NOT BE INSTALLED WHERE IT IS EXPOSED TO THE WEATHER. g.) ALL El LING JOIST SPANS MUST BE IN ACCORDANCE WITH TABLES R802.4(1)AND R802.4(2). d.) SCREWS FOR ATTACHING GYPSUM BOARD TO WOOD FRAMING SHALL BE TYPE W OR TYPES IN ACCORDANCE WITH ASTM C 1002 SPANS FOR RAFTERS SHALL BE IN ACCORDANCE WITH TABLES R802,5(1)THROUGH R802.5.1(8).THE SPAN OF EACH RAFTER SHALL AND SHALL PENETRATE THE WOOD NOT LESS THAN 5/8". BE MEASURED ALONG THE HORIZONTAL PROJECTION OF THE RAFTER. CERAMIC TILE h.) RAFTERS AND CEILING JOISTS HAVING A DEPTH-TO-THICKNESS RATIO EXCEEDING 5 TO 1 BASED ON NOMINAL DIMENSIONS SHALL a.) CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI Al08.1,Al08.4,Al08.5,A108.6,A108.11,Al 18.1,Al36.1, BE PROVIDED WITH LATERAL SUPPORT AT POINTS OF BEARING TO PREVENT ROTATION.RAFTERS AND CEILING JOISTS HAVE A AND Al37.1 DEPTH-TO-THICKNESS RATIO EXCEEDING 6 TO BASED ON NOMINAL DIMENSIONS SHALL BE SUPPORTED LATERALLY BY SOLID b.) GYPSUM BOARD UTILIZED AS THE BASE OR BACKER BOARD FOR ADHESIVE APPLICATION OF CERAMIC TILE OR OTHER BLOCKING,DIAGONAL BRIDGING OR A CONTINUOUS 1"X3"WOOD STRIP NAILED ACROSS THE RAFTERS TO CEILING JOIST AT NON-ABSORBENT FINISH MATERIAL SHALL CONFORM WITH ASTM C 630 OR C 1178.WATER-RESISTANT GYPSUM BACKING BOARD INTERVALS NOT EXCEEDING 8'. SHALL BE PERMITTED TO USED ON CEILING WHERE FRAMING SPACING DOES NOT EXCEED 12"O.C.FOR 1/2"THICK OR 16"FOR 5/8" THICK GYPSUM BOARD i.) SPANS FOR RAFTERS SHALL BE IN ACCORDANCE WITH TABLES R802.5.1(1)THROUGH R802.5.1(8).THE SPAN OF EACH RAFTER SHALL EXTERIOR COVERING BE M ASURED ALONG THE HORIZONTAL PROJECTION OF THE RAFTER. a-) EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER-RESISTANT EXTERIOR WALL ENVELOPE.THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING.THE EXTERIOR WALL ENVELOPE SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO j.) THE NDS OF EACH RAFTER OR CEILING JOIST SHALL HAVE NOT LESS THAN 1 1/2"OF BEARING ON WOOD, PREVENT THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER. k.) NOTC ES IN SOLID LUMBER JOISTS,RAFTERS AND BEAMS SHALL EXCEED 1/6 OF THE DEPTH OF THE MEMBER,SHALL NOT BE LONGER THAN 1/3 OF THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE 1/3 OF THE SPAN.NOTCHES AT THE ENDS OF THE MEMBER SHALL EXCEED 1/4 THE DEPTH OF THE MEMBER.THE TENSION SIDE OF MEMBERS 4"OR GREATER IN NOMINAL WOOD HORIZONTAL SIDING THICKNESS SHALL NOT BE NOTCHED EXCEPT AT THE ENDS OF THE MEMBERS.THE DIAMETER OF THE HOLES BORED OR CUT INTO a-) HORIZONTAL SIDING END JOINTS ARE CUT AT A 45 DEGREE ANGLE SO THAT JOINTS ARE NOT EXPOSED TO WEATHER MEMBERS SHALL NOT EXCEED 1/3 THE DEPTH OF THE MEMBER.HOLES SHALL NOT BE CLOSER THAN 2"TO THE TOP OR BOTTOM OF THE MEMBER,OR TO ANY OTHER HOLE LOCATED IN THE MEMBER.WHERE THE MEMBER IS ALSO NOTCHED,THE HOLE SHALL NOT BE b') EACH BOARD SHALL BE HELD IN PLACE BY HOT-DIPPED ZINC-COATED,STAINLESS STEEL,OR ALUMINUM NAILS.THE FASTENERS CLOSER THAN 2"TO THE NOTCH. SHALL BE LONG ENOUGH TO PENETRATE THE SHEATHING BY A MINIMUM OF 1/2"AND SHALL NOT BE OVERDRIVEN. I.) OPENINGS IN ROOF AND CEILING FRAMING SHALL BE FRAMED WITH HEADER AND TRIMMER JOISTS.WHEN THE HEADER JOIST SPAN FLASHING DOES'NOT EXCEED 4',THE HEADER JOIST MAY BE A SINGLE MEMBER THE SAME SIZE AS THE CEILING JOIST OR RAFTER a.) APPROVED CORROSION-RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS.THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO GE PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE.APPROVED CORROSION-RESISTANT FLASHING SHALL BE 6.) NERAL MECHANICAL AND PLUMBING SYSTEMS INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: a.) ALL MECHANICAL AND PLUMBING SYSTEMS AND RELATED APPLIANCES SHALL BE INSTALLED AS PER THE 2020 RESIDENTIAL -AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF,EXCEPT THAT CODE OF NEW YORK STATE, SELF-FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1 1/8"OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING,INCLUDING CORNERS,DO NOT REQUIRE ADDITIONAL FLASHING,AND JAMB FLASHING MAY ALSO BE OMITTED. b.) ALL PLUMBING,DUCTS AND MECHANICAL EQUIPMENT OF ANY TYPE SHALL BE CONCEALED IN WALL OR CEILING -AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS CONSTRUCTION UNLESS NOTED OTHERWISE ON THE DRAWINGS. -UNDER AND AT THE ENDS OF MASONRY,WOOD OR METAL COPINGS AND SILLS. �� -CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. DUE- _.- Coll k-WHERE EXTERIOR PORCHES,DECKS,OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD-FRAME CONSTRUCTION -AT WALL AND ROOF INTERSECTIONS -AT BUILT-IN GUTTERS JUU 1 7 2025 Southold lawn Ex rd of Tnlstens ARCHITECT: DRAWING TITLE: NOTES REVISIONS SEAL: "�` DATE:119/2025 SCALE: NTS Ciardullo r � NO. DESCRIPTION DATE �# � '��,�,� DRAWN 8Y; G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC ; � � '� � DWG N0. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. � NEW YORK,NY 10036 240 KNOLL CIRCLEA006 ,00 �a2dUlo..om EAST MARION, NY 11939 `.4 ZONING INFORMATION KNOLL CIRCLE j TOWN OF SOUTHOLD ZONE R-40 S.C.T,M<NO. EMSTWet, 1000 -S£:TIt7nG 37 6toGt:'S LOTS):IS BAYVIEW DRIVE LOT AREA = 9,940 SQUARE FEET s LOT COVERAGE = 2,424 SF OR 24% OF SITE LEGEND EXISTING FIRST FLOOR — 1,726 SF ' EXISTING SECOND FLOOR — 1,064 SF 1 AREA OF EXISTING HOUSE EXISTING TOTAL — 2,790 SF (EXISTING NON—CONFORMING) AREA OF EXISTING GRAVEL PROPOSED SECOND FLOOR — 1,225 SF DRIVEWAY TO REMAIN �+ PROPOSED TOTAL — 2,951 SF ' ® ARE OF EXISTING WOOD DECK TO AI , AREA OF CONCRETE STOOP TO BE LL LAND NIF OF " REMOVED oqn �.S 10 GARDINERS BAY ESTATES PROPERTY LINE ~ ... U•P• � CLUB INC. IV COMMON ACCESS ul 6IJTTERS�... .•,.( � �y, SHOWER-DRAIN51 TO 89 PIPED TO 6DIAMETER. - EXIST NG TIMBER o T LOT 32 `DRYWELL' WALL 0 REMAIN ` 0. r 0.3 E 12'-g• ^ '...I 1.9'E �. I N 4LOT 30 Y R ADJACENT PROPERTY DNi�ti ., 115 .`: : _ S A I ADJACENT PROPERTY i DECK ,i N1 F A - 6'-B• COVERED 'r ' BRICK STOOP DECK 2 _ LINEOF B�ptl D GRR � .d�6L 'G I1 `IlE ��' - I n o •o r PROPOSED DORMER 1 o EXISTING PLANTER TO REMAIN n I sj(} 17 ' y C SI"4L .0�' rj[ " v 7 202 S 8504642" � FEMA MAP 36103CG177H 14.43' y_ 'OCA77OLAoLe_ n� p ^' Pf Uitf;o.lT;`To;edc"EFFECTIVE 09/25/2009 LONS S WR FR ofl?VAs rlS AND OR DATA OBTAINED FROM DTN£RS. T EXISTING STONE WALL TO REMAIN AREA:9,778.87 SO.FT, A, Q22 ACRES ZTEVATTDNDARN. UNAUTHORWO ALTERATION OR AAD1770N TO '005 SVRWy IS A NLY,ATION OF SECTION 7200 OF I7t£N£W YORK STAIE EDUCATION LAW, COPIES OF "S SURVEY MAP NOT PLARING THE LAND SU/NE'YOK'S Ef$8OSSEO SEAL SHALL NOT BE CONSIDERED TO 8£A VALAO TRUE COPY. GUARANTEES TNDICAT£O HEREON SHALL RUN G Sk/LY TO THE PERSON FOR WNOU 114E SURWY IS PREPARED ANO ON HIS BEHALF TO THE' 777LE CWPANY• GOWBRNM£NTAL AGENCY AND L£NOINC MfS7T7UROV 1T STEPSTO LISTED HEREON, AND TO rNE ASSGN£ES OF rHE LENDING 7NSRIUITON, GUARANTEES ARE NOT 7RANSF£RABLE. / \ a, REMAIN THE OFFSETS OR DRAENS7ONS SHOW HEREON FROM THE'PPOP£PrY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE TNER£FOR£ THEY ARE EXISTING TIMBER WALL TOREMAIN Nor INTENDED ID MONUMENT THERtOPERTY LINES OR YO GUIDE TH££RECAON OFFENCES ADOMONAi. STRUCTURES OR AND OTHERS 141AROVEIC11 , EAS£LfENTS 6'-17 EXISTING AND/OR,SUBSURFACE`STRUCTURE!RECORDED OR UNRECORDED ARC NOT GUARANTEED UNLESS PHYSICALLY EWD£Nr ON THE PREMISES A rw rN✓£or SURVEY STEPS TO 23'_1t ISTING / \ ALLTORM REMAIN REMAIN SURVEY OF:LOT 31 s ,.� " ;.v `z',, CERTinED TO: NICHOLAS RONTIRIS; WALL TO REMAIN MAP OF:GARDINERS SAY ESTATES SEC. 2 1''/ " ; .;,fax EMINENT ABSTRACT, INC.; _ \ WESTCOR LAND TITLE INSURANCE COMPANY D:SEPT, 23, 1927 No. 275 ¢ FnE / \ A ' ' \/ SITUATED AT:EAST MARION p u '"'..i' TOWN Ot":SOUTF{Ol0 / \ KE NNETH bt 7y0YCtitJK LAND S-... SUFFOIK COUIITY, NEW YOP,K x1';'; «,p✓. Professional Land Surveying and Design Y - a P. . B 13 h uebo a aTf 4 N York 12931 2 $-1 6 SC - A 7�� ',z" a ,� PRONE 9 i 2 3 ALE:i"_20' DATE: 10, 202$ (sxlxe8-Lava PAX 090 2gn-loan q PROPOSED 15'NON-TURF BUFFER <• (VE_GETATIVEORNON-VEGETATNE)' — — — — tfNEOFEXISANGGRAVEL — — SPRING POND woobBULKHEAD'. �,' 'BUFfERWNE' SITE SURVEY SKY PLANE DIAGRAM: EAST TO WEST SECTION NTS SITE PLAN 1 SCALE, 1116"=V-0" — \ — — — — — — — — — — — — — — — — � c I I SKY PLANE DIAGRAM: SOUTH TO NORTH SECTION NTS ARCHITECT: DRAWING TITLE: REVISIONS SEAL: �JIEPI All;I DATE:3/1912025 SCALE: AS SHOWN Ciardullo SITE PLAN AND ZONING NO. DESCRIPTION DATE D I-I DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC �'� �� � � 6 �.•�t 1 DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. NEW YORK,NY 10036 240 KNOLL CIRCLE T:(212)245-0010 www.ciardullo.com EAST MARION, NY 11939 � 1 % _KNOLL CIRCLE GUTTERS, .LEADERS,AND;. . SHOWER DRAINS' TO BE PIPED TO , ► B'DIAMETER EXST NG TIMBER DRYWELL .` WALL TO REMAIN in 12'-9" 29.5' l" ► EXISTING BIN " 2' ENCLOSURE T � REMAIN WITH BEDROOM NEW'EOMPOSI CLADDING o, -4 GARAGE I _ ► BATI ROOM 6. L EXISTING ADJACENT PROPERTY - SHOWER TO OUT i � 5' SHOWIER TO RE AIN � FLOORING ANDSI i ~ u ADJACENT PROPERTY i II `rB DROOM , ► HALF BEDROOM BATH I 6'-6" 6' `o , ► KITCHEN LIVING ROOM 4'-1 I 4 2 '-9" L — — — — 4-1— — — — J 5'-14" LINE PROPOSED 2nd Floorpormer ; DORMER �r ► b 34.4 N EXISTING PLANTER TO REMAIN 19, 1� 29'-5" 1 ► ;� EXISTING STONEWALL TO REMAIN E s STEPS TO REMAIN EXISTING EXISTING TIMEER WALL TO REMAIN ► STEPS TO 23'-14" XISTING TIMBER REMAIN WALL TO REMAIN "- ClD 15'NO Bonsts^s PROPOSE N-TURF EUFFER ard of T ' (VEGETATIVE OR NON-VEGETATIVE) . -7=- - -- - - -:--- - - - - -- - LINE OF EXISTING GRAVEL ' SPRING POND VVOODBULKHEAD BUFFERZON ARCHITECT: Ciardullo DRAWING TITLE: REVISIONS SEAL: DATE:3119/2025 SCALE: 32"=T-0" ENLARGED SITE PLAN � NO. DESCRIPTION DATE DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC „45, DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,EITH FL. NEW YORK,NY 10036 240 KNOLL CIRCLE A031 00 T:(212)245-0010 www.ciardullo.com EAST MARI ON, NY 11939 .► REMOVAL KEYNOTES REMOVAL LEGEND Fz= _ ® ( I I EXISTING EXISTING WALLS TO REMAIN ` " "" _ _ ❑ EXTERIOR WALLS,GLAZING, 1 4 PARTITIONS,DOORS,ETC.TO BE FULLY EXISTING TO BE REMOVED ❑ 4 OR PARTIALLY REMOVED,TYP. ALL EXISTING KITCHEN II I I I I i t I I I I ❑ CABINETRY,COUNTERTOPS,UETC.TO BE I I I I I I I I I REMOVED. I I II I II I I I I I I I I I GENERAL REMOVAL NOTES ❑3 ALL EXISTING BATHROOM FIXTURES, I I I I I 1 I I 1. EXISTING SLAB ON GRADE TO REMAIN. . . CABINETRY,ETC.TO BE REMOVED. I I I I I I I I SLAB BE EXTENDED AS REQ'C FOR LS OF GARAGE CLOEURE. BEDROOM N W WALLS N ® EXISTING WINDOW TO BE REMOVED. I I I I I ALL NEW COLUMNS TO BE SUPPORTED :'L I I ©1 I 1 1 I I BY NEW CONCRETE FOOTINGS A5 NOTED EXISTING FIREPLACE AND CHIMNEY TO J 1 I 1 i ON DRAWINGS.S.O.G.TO BE PARTIALLY III BE REMOVED DOWN TO FIRST FLOOR. I I I I I I REMOVED IN LOCATIONS REQUIRNG III ® ® I I I I I 1 I I I I NEW FOOTINGS OR THICKENED SLAB. GARAGE III © REMOVE EXISTING DOOR. I I 1 1 I 1 2. CONTRACTOR TO PROTECT ADJACENT I I I I AREAS OF HOUSE TO REMAIN. I I 1 1 I 1 1 I I 3. EXISTING KITCHEN,INCLUDING I I I Ih w I I I I CABINETRY,COUNTERTOPS,SINK;AND I I I I APPLIANCES,ETC.TO BE REMOVED IN I I 1 I I i 1 1 1 ITS ENTIRETY. II Ir I I 1 1 I I I I PLUMBING REMOVAL NOTES I I I I I I I L _ I 1. REMOVAL OF EXISTING PLUMBINGTO BE r — — —J—� IN ACCORDANCE WITH THE PLUMEING 0 I I CODE OF NEW YORK,2020. _I � 1 I I ©I I© II � I II I I I I h I I �f 5itj I I 1 I1 1 1 III 1 r 11 BEDROOM BEDROOM \\ I I I I I I I I _j I I — — — Z � I �© — — _ I \ 0 1 I ®III - - \� —� �-- III \\�✓//I L — — — — — — — r— — —IJ — � _ _ _ � C �-li — — — — — — — — — 4 III❑ Ir - - - - - - - - - - H+- - - - - - - - - - - - - - - - - - - - - - III I L 1 III® - \— — — — — — — — — — — — — — — — — — — ®III III® � — — — — — — — — — — ❑ I I I / � 6 III E i III I \� ' 11 II < ❑ III I Li I I Ff NTR � L _ _ _ — - © � _ _ _ _ _ _ _ _ = �-© -t - - - - - -T© - _ _ _ _ _ _ _ �--© -� _ KITCHEN II II vr II — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LIVING ROOM III I I III III u III III ® ® III III III III III III SECOND FLOOR REMOVAL PLANS r m ,� ,� FIRST FLOOR REMOVAL PLAN L SCALE: 1/4"=1'-0" O SCALE: 1/4"=1'-0" fqe� i J LI N 1 7 2025 SC Ilt?,S`t4 loan [';oardofTrm!ges __.._..' ARCHITECT: i I DRAWING TITLE: R E M OV REVISIONS o A L PLANS SEAL: DATE:11912025 SCALE: 114"=1'0' (AO;k ta r d u IARCHITECTURE&ENGINEERING,PC NO. DESCRIPTION DATE i DRAWN BY: G.VARTHALAMIS �� � �� DEMOLITION AND RECONSTRUCTION OF HOUSE DwGNo. 417 FIFTH AVE,8TH FL. � � Jy e� � � I NEW YORKNY 10036 , T:(212)245-0010 240 KNOLL CIRCLE � wuvw.ciardullo.com EAST MARION, NY 11939 �� ` EXISTING RIDGE 20'-0" - - L - - - - -� REMOVAL LEGEND EXISTING WALLS TO REMAIN - - EXISTING TO BE REMOVED EXTERIOR REMOVAL NOTES 1. ALL WOOD SHINGLES THAT ARE REMOVED TO BE SAVED FOR AREAS REQUIRING PATCHING. 2. ALL WOOD TRIM TO BE REMOVED AND SECOND FL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ REPLACED. g_p� 3. ALL ROOFING TO BE REPLACED IN ITS ENTIRETY. ____= r ====== r ===== I II III III III III III III II I I II III III III III III III II I II III III II ' III III ' II II I ' II III III III III ►II ' II III I II III III III III III III II I FIRST FL I ® I I ® I I ® I I ® I o'o" LL====JJ L�—==JJ LL----— LL-----JJ SOUTH ELEVATION REMOVALS SCALE: 1/4"=1'-0" EXISTING RIDGE 31 — 20'-0" I I I I SECOND FL - 9'-0" - - - - -I - - - - -I _— � � - - � L-Ir - - �-' II❑ �II II❑ �II u❑ �II III III III III III III III III III III III III I 4 I I 4 I I I I ❑ ❑ JI I ❑ ❑ JI I � ® � I FIRST FL 0'-01, H r 2 EAST ELEVATION REMOVALS J U N 1 7 2025 Southold Tovvn Board of Trustees ARCHITECT: DRAWING TITLE: REVISIONS SEAL: DATE:1/912025 SCALE: 114"=1'-0" Ciardullo REMOVAL ELEVATIONS NO. DESCRIPTION DATE DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC B `� �j DWG NO, DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. NEW YORK,NY 10036 240 KNOLL CIRCLE N ` A062 ,00 1�a2au to com EAST MARION, NY 11939 . f`b Ii F- — — — — — — — � EXISTING RIDGE _ _ _ _ _ _ I — 201-011I REMOVAL LEGEND EXISTING WALLS TO REMAIN — — — EXISTING TO BE REMOVED II I III I III III I 11I III I II ® II ► EXTERIOR REMOVAL NOTES 1. ALL WOOD SHINGLES THAT ARE REMOVED TO BE SAVED FOR AREAS REQUIRING PATCHING. 2. ALL WOOD TRIM TO BE REMOVED AND REPLACED. SECOND FL 3. ALL ROOFING TO BE REPLACED IN ITS 9'-0" ENTIRETY. F 11 11 II II III u1 I r - - � I 11 II II p I I I I I I I I I I II ® p II II I II III I I I I III III III 111 � J I I III uI III IiI III III III III � _ _ � p1 ® Iq I I III I I II ® II II ® 11 L J u u I I I F4-1 I 11 11 FIRST FL LL 0'-0" III - - JII WEST ELEVATION REMOVALS � I EXISTING RIDGE - 20-0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - I I I III IIIII III I III I III I III I III I III I III I II ® III ® II II SECOND FL II II IIIFII II II II II I I I I I ► I I I I II II II II II II II ® II II 11 I I III III III III �L _J� III Ip III III III ® III III ® III III ® III III III I II ® II I FIRST FL LL 0'-0" 2 NORTH ELEVATION REMOVALS I J U N 1 7 2021 Board of Tnist^;s ARCHITECT, DRAWING TITLE: REVISIONS SEAL: DATE:11912025 SCALE: 114"=1'•0" Ia rd I I® REMOVAL E L EVAT I 0 N S NO. DESCRIPTION DATE DRAWN BY: G,VARTHALAMIS ARCHITECTURE&ENGINEERING,PC N DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. NEW YORK,NY 10036 � ¢" 240 KNOLL CIRCLE �* r T:(212)245-0010 " vfm.ciardullo.com EAST MARION, NY 11939 , 2I A301 21 A302 A202 1 29'-6" I EXT. 1 iw GENERAL CONSTRUCTION NOTES I I� 1. EXISTING SLAB ON GRADE TO REMAIN. CONSTRUCTION LEGEND SLAB TO BE EXTENDED AS REQ'D FOR I (, NEW WALLS NEW WALLS OF GARAGE ENCLOSURE. ALL NEW COLUMNS TO BE SUPPORTED EXISTING WALLS TO REMAIN BY NEW CONCRETE FOOTINGS AS NOTED 'I A301 ENTRY 1/A301 EXISTING WINDOW ON DRAWINGS.S.O.G.TO BE PARTIALLY FAMILY REMOVED IN LOCATIONS REQUIRING NEW WINDOW NEW FOOTINGS OR THICKENED SLAB. I ROOM 2. CONTRACTOR TO PROTECT ADJACENT WALL TYPES AREAS OF HOUSE TO REMAIN. 3. PATCH AND REPAIR AREAS OF EXISTING co 2X4 WOOD STUD WITH HARDWOOD FLOOR AS REQ'D. O 4. ALL ROOMS TO BE PAINTED.WALLS,ALL 5/8"GWB.EACH SIDE i TRIMS AND CEILING.PAINT COLORS TBD. 2X4 WOOD STUD WITH CONTRACTOR TO PROVIDE APPROX.4 — — GARAGE SAMPLES TOTAL.SAMPLES TO BE 2'x2'. 518"GWB.EACH SIDE 5. GARAGE FLOOR SLAB TO BE PAINTED O ADD MOISTURE RESISTANT GWB CONCRETE. I ADD NEW TILE @ BATHROOM FACE 6. BATHROOM FIXTURES AT SECOND FLOOR TO BE REPLACED,NEW FIXTURES 2X6 WOOD STUD WITH TO BE DETERMINED BY ONWER. O5/8"GWB.INTERIOR 7. NEW FLOORING AND WALL TILE TO BE a DETERMINED BY OWNER. R 21 CAVITY INSULATION 8. NEW STANDALONE ATTIC VENT FOR NEW EXTERIOR SIDING PER ELEVATIONS DRIER. I 3 I I INTERIOR DOOR SCHEDULE 1 1❑ 2'-6"x 6-8" BATHROOM NOTES 2❑ 2'0"x 6'8" 1. ALL NEW FIXTURES IN BATHROOMS TO I I BE NEW.TO BE CHOSEN AND APPROVED EXT.2 30 1'-6"x 6'-8" BY OWNER. ALL NEW FLOOR AND WALL ® 2'-6"x 6-8-1-PAIR,POCKET 2 NEW AND CHOSEN BY OWNER.E TO BE D/ KITCHEN 0 0 ; 5� 3. INSTALL NEW' CEMENT BOARD OVER 4 N LA N D RY 0 0 MIL.POLYETHYLENE AT WET WALL cv EXTERIOR DOOR SCHEDULE LOCATIONS. 4. FLOOR TILE IN NEW BATHROOMS TO BE ROOM EXT.1 FRONT DOOR INSTALLED OVER LATICRETE I I EXT.2 MUD ROOM LIQUID-APPLIED WATERPROOFING MEMBRANE.EXTEND MEMBRANE 6"UP <Cli EXT.3 WALL SURFACES AT ALL SIDES. D I I SOO I I �? co Lu u- co Q LIVING ROOM/ D NING ROOM w U I I o I I I I FIRST FLOOR PLAN 11A302 - Il „� .� A201 I J U N 17 20c55 So;?hoit�'s:ra;�t •�^' CIS+^^S � ARCHITECT: DRAWING TITLE: REVISIONS SEAL: 11�MDDATE:11912025 SCALE: 114"=1'-0' ; iardullo FIRST FLOOR PLAN NO. DESCRIPTION DATE ` - � DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG NO. ),k . DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. NEW YORK,NY 10036 240 KNOLL CIRCLE ' Al 01 000 wm ardullo.0.ccom EAST MARION, NY 11939 " ' °`A h ROOFLEGEND 21 A301 21 A301 AREA OF SEW ROOF: 21 A301 A202 21 A302 A2O2 NEW ASPHALT ROOF 1 SHINGLES 1 NEW PLYWOOD SHEATHING 1 5'-0" 24'-6" NEW ROOF JOISTS NEW WATERPROOFING MEMBRANE !! ! AREA OF INEW ASPHALT ROOF �CL11LL� MEMBRANE ONLY I I I 3 NEW 11 A301 1 31 A301 11A301 DORMER 31A301 I, I C mob°° I � I I BEDROOM � BEDROOM i 2 3 � I I 12'-4" 10'-8" I I 3'-6" I I N � I 2 ❑2 � I I l 0 3,-1c"ll IT 1 ' I I I ❑2 I v O N O N a EXISTING 2 N d I i 2 of I N ROOF � I �N 1❑ ' I , I I 4'-8„ I I ❑2 2 EXISTING ROOF I BEDROOM 1 I I 0 NEW DORMER I I I I I I 3 I I I I I I I I I -'7.7 21 A301 1!A302 21 A301 11 A302 1 I j AA2O �r 2 ROOF PLAN A201 JU 20��,� SECOND FLOOR PLAN ' P� 1 7 0_- Bo ru of Tru4ty-s ARCHITECT: � DRAWING TITLE: REVISIONS SEAL: �Ar"""�� DATE:11912025 SCALE: 114"=1'•0" Ciardullo SECOND FLOOR A N D ROOF PLAN NO. DESCRIPTION DATE ` r DRAWN BY: G,VARTHALAMIS ARCHITECTURE&ENGINEERING,PC '*° " 4 �C° �� DWG N0, DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. NEW YORK,NY 10036 240 KNOLL CIRCLEAl T:(212)245-0010 p 02 ,00 www.ciardullo.com EAST MARION, NY 11939 PROPOSED RIDGE 0 _ _ — _ — _ 24'-8" 21 A30? o0 21 A301 EXISTING RIDGE — — — — — — — — SIDING NOTES 20'-0" • ALL NEW SIDING TO BE HARDIE PLANK BY JAMES HARDIE WITH SMOOTH TEXTURE FINISH.COLOR TO BE DETERMINED BY OWNER. WINDOW NOTES • ALL NEW WINDOW TAGS REFER TO o ANDERSEN 400 SERIES CASEMENT AND GLIDING SERIES MODEL NUMBERS. GENERAL WOOD TRIM NOTES 1. ALL NEW TRIM TO BE HARD-PAINTED CW135 G65 CW135 WOOD 1.1. 4"AT WINDOWS 1.2. 6"AT VERTICAL SIDING SECOND FL _ _ _ _ _ _ — — — — 1.3. VAT ROOF EAVES 4- H L--j Ll I FIRST FL I L�j 0'-0" G65 G65 G65 G65 G65 SOUTH ELEVATION 2/A301 11 A30: 11 A301 PROPOSED RIDGE 24'-8" EXISTING RIDGE - 20'-0" Rz CW135 G42 Lo SECOND FL a ❑ G32 � G44 FIRST FL LLL I o'o" G65 G35 11 A301 � '-� ��� LJ 2 EAST ELEVATION 1 7 20 25 SCALE: 1l4"=1'-0" SowhoId Town P.�ard 0�Tru^fn�S ARCHITECT: DRAWING TITLE: REVISIONS SEAL: DATE:1/912025 SCALE: 114"=1'-0" Ciardullo ELEVATIONSEJDAP N0. DESCRIPTION DATE " ,� CA* DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG NO. 417 FIFTH AVE,8TH FL. DEMOLITION AND RECONSTRUCTION OF HOUSE T: WY RK,NY 0036 240 KNOLL CIRCLE , www.ciardullo.com EAST MARION, NY 11939 ,�, ,f° PROPOSED RIDGE — w — — — — — — — — — — — — — — — — 24'-8" 21 A302 00 v EXISTING RIDGE — — — — 20'-0" — — — SIDING NOTES • ALL NEW SIDING TO BE HARDIE PLANK BY JAMES HARDIE WITH SMOOTH TEXTURE FINISH.COLOR TO BE DETERMINED BY OWNER. WINDOW NOTES ...� �... 21 A301 ALL NEW WINDOW TAGS REFER TO ANDERSEN 400 SERIES CASEMENT AND GLIDING SERIES MODEL NUMBERS. m G44 G44 GENERAL WOOD TRIM NOTES 1. ALL NEW TRIM TO BE HARD-PAINTED SECOND FL WOOD 9.-011 1.1. 4"AT WINDOWS 1.2. 6"AT VERTICAL SIDING 1.3. VAT ROOF EAVES (EXT.1 FIRST FL G64 ,� NORTH ELEVATION 11A302 21A301 SCALE 1l4"=1'-0" 11 A301 co PROPOSED RIDGE — — 24'-8" EXISTING RIDGE ❑ a G42 G54 SECOND FL 91-01, G32 EXT.2 FIRST FL G35 G65 0'-0" 11 A301 9 j u iv 1 7 2025 WEST ELEVATION I Sout!iold loan Board of Trusters ARCHITECT: DRAWING TITLE: REVISIONS SEAL: "' "'� DATE:119/2025 SCALE: 114"=1'-0" Ciardullo ELEVATIONS r04 N0. DESCRIPTION DATE �" 1 DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC ^ DWG N0, DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. NEW YORK,NY 10036 240 KNOLL CIRCLE T:(212)245-0010 , A202 ,00 www.ciardullo.com EAST MARION, NY 11939 ` PROPOSED RIDGE — AL — — — — — — — — — — — — — — — — — — 24'-8" r 'v EXISTING RIDGE 201-011 BEDROOM 3 BEDROOM 2 r zo SECOND FL — — — — — — 9 0" FAMILY ENTRY GARAGE ROOM FIRST FL 0'-0" loll :.. — — — — ,� SECTION PROPOSED RIDGE 24'-8" — — EXISTING RIDGE 201-011 6Y IL .lUP� T 7 20,25 BEDROOM 1 Sot,;!-;;,�u fc,�•vr�—i__-� ' rd o*7n:^ins SECOND FL — .. o- - " i i� F GARAGE LAUNDRY LIVING s ROOM ROOM F -I FIRST FL 0'-0" 71 2 aSEC,TION ARCHITECT: DRAWING TITLE:Ciardullo REVISIONS SEAL: DATE:1/912025 SCALE: AS NOTED SECTIONS NO. DESCRIPTION DATE _ �,a DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC �'` � r� DWG N0. DEMOLITION AND RECONSTRUCTION OF HOUSE .g ' . ►. 417 FIFTH AVE,8TH FL. NEW YORK,NY 10036 240 KNOLL CIRCLE T:(212) A301 00 www. a dullo.O ccom EAST MARION, NY 11939 � ' p G PROVIDE 1-1/4" ASPHALT SHINGLE ROOF 20 GAGE RIDGE STRAP CONNECTING 3/4" PLYWOOD SHEATHING OPPOSING RAFTERS. FELT UNDERLAYMENT PER MANUFACTURER'S ASPHALT SHINGLE ROOF REQUIREMENTS 3/4" PLYWOOD SHEATHING VENTED ' AIR SPACE FELT UNDERLAYMENT PER MANUFACTURER'S REQUIREMENTS VENTED AIR SPACE INSULATION BAFFLE WOOD RAFTERS R-38 INSULATION AT ROOF 2X12 WOOD RAFTERS SOFFIT PiDVIDE SIMPSON STRONG—TIE VENT CONNECTOR "H10" AT EVERY R-38 INSULATION AT ROOF RAFTER. HARD 2" RIGID INSULATION CLOSURE 2" RIGID INSULATION CLOSURE WOOD TRIM 2-2X6 TOP PLATE CLAPBOARD R-21 INSULATION AT WALL PROVIDE SIMPSON STRONG—TIE SIDING CONNECTOR "H10" AT EVERY SOFFIT RAFTER. AIR/VAPOR 1/2" GYPSUM BOARD BARRIER VENT 2 — 2X6 TOP PLATE 2(6 STUD O 16" O.C. HARD 1/2" GYPSUM BOARD WOOD TRIM 2X6 STUD O 16" O.C. CLAPBOARD SIDING R-21 INSULATION AT WALL AIR/VAPOR BARRIER PLYWOOD SUB—FLOOR HARDWOOD FLOOR PROVIDE SIMPSON STRONG-TIE CONNECTOR SECTION DETAIL "CS18" EVERY OTHER / STUD. OR 16. GAUGE EXISTING FLOOR STRUCTURE) STRAPPING AT EVERY STUD SCALE: 114"=1'-0" SECTION DETAIL L SCALE; 1/4"=1'-0" PROPOSED RIDGE — — 24'-8" EXISTING RIDGE — — I l` 71 I PJ CJ BEDROOM 2 � BEDROOM 1 Su1:if„��;!lcnr�rl k SECOND FL _ 90 , n i� ry ENTRY KITCHEN LIVING ROOM F FIRST FL 9 01-01, j : n.. +' r SECTION SCALE: 1/4"=1'-0" ARCHITECT: Ciardullo DRAWING TITLE: REVISIONS SEAL: +d' DATE:11912025 SCALE: AS NOTED «."SECTIONS & DETAILS NO. DESCRIPTION DATE ° ' DRAWN BY: G,VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG N0. — "° 6 DEMOLITION AND RECONSTRUCTION OF HOUSE ,µ 417 FIFTH AVE,8TH FL. °R . NEW YORK,NY 10036 240 KNOLL CIRCLEA302 ,00 T:(212)245-0010 wwH,.ciardullo.com EAST MARION, NY 11939 + �+ li RCPLEGEND r NEW LED 4" ROUND RECESSED LIGHT FIXTURE _ I I ENTRY i-O NEW EXTERIOR WALL SCONCE " -�- NEW CEILING MOJNTED PEDNANT LIGHT NEW OUTLET \ 0-1 I FAMILY NEW GFI OUTLET ROOM GFI i % NEW DEDICATED OUTLET I DED i BEDROOM l BEDROOM ; i O O NEW SMOKE DETECTOR/CO DETECTOR I 2 / 3 NEW LIGHT SWITCH GARAGE / ELECTRICAL NOTES: 1. GENERAL CONTRACTOR 10 VERIFY THAT EXISTING SERVICE IS I ADEQUATE FOR PROPOSED DESIGN.CONTRACTOR SHALL INCLUDE ALL NECESSARY WORK TO COMPLETE ELECTRICAL -'1 1 INSTALLATION. a 2. ALL SWITCHES,OUTLETS,AND COVER PLATES TO MATCH 1 r a EXISTING.GANGED SWITCHES SHOULD BE COMBINED IN A SINGLE PLATE. -' O V 3. LOCATION OF ALL ELECTRICAL DEVICES INDICATED MAY BE / �\ MODIFIED WITH OWNER AND ARCHITECT'S APPROVAL(BASED ON THE EXISTING ELECTRICPL LAYOUT).PROVIDE ALL NECESSARY \, a ` ;' _y:- / WIRING,SWITCHES,DEVICES,LIGHT FIXTURES,ETC AS GFI REQUIRED. O I 1 O / 4. ALL OUTLETS AT WET LOCATIONS(WITHIN 6'0"OF A PLUMBING FIXTURE)TO BE GFI. O MUD/ O 5. OPEN AND PATCH WALLSAS REQUIRED FOR INSTALLATION OF f LAUNDRY \� `, � ALL NEW ELECTRICAL DE'✓ICES AT EXISTING WALLS. KITCHEN \ \ 6. SEE PLANS FOR NEW LIGHTING,SWITCHING&OTHER ROOM ELECTRICAL DEVICES. GFI I a BEDROOM 1 I \ 1 GFI LIVING ROOM/ DINING ROOM o' II � I =1=14ID oil I I r FIRST FLOOR RCP SECOND FLOOR RCPI',_- -- --- __ � � � f I t v 2025 IL _ r ll'owri s i Ba d a"TriF'.^.es ARCHITECT: DRAWING TITLE: REVISIONS SEAL: * _~ DATE:1/912025 SCALE: 114"=1'-0" Ciardullo REFLECTED CEILING PLANS N0. DESCRIPTION DATE � �� � , DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. ' tr NEW YORK,NY 10036 240 KNOLL CIRCLE T:(212)245-0010 A801 00 www.ciardullo.com EAST MARION, NY 11939 (P NEW WOOD POST j �P NEW WOOD POST AND CONC. FTG AND CONC. FTG GARAGE SLAB UNEXCAVATED ABOVE AREA NEW WOOD POST AND CONC. FTG - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING FOUNDATION WALLS TO REMAIN (TYP.) P NEW WOOD POST AND CONC. FTG — — — — EXIST.WOOD STAIR TO REMAIN NEW WOOD POST AND CONC. FTG P P NEW WOOD POST AND CONC. FTG EXISTING CMU EXISTING WALLS TO REMAIN (TYP.) i BASEMENT i L — — — — EXIST.SLAB ON GRADE UNEXCAVATED AREA EXISTING FOUNDATION WALLS TO REMAIN (TYP.) I P IS �e U U N 1 7 202-15 �t� OD- FOUNDATION PLAN _ _ I 1--/4"=1'-0" hOI:.ICrOfl ARCHITECT: ■ DRAWING TITLE: REVISIONS SEAL: DATE:11912025 SCALE: 114"=V-0" Ciardullo FOUNDATION PLAN NO. DESCRIPTION DATE - # DRAWN BY: G,VARTHALAMIS ARCHITECTURE 8"ENGINEERING,PC �'� DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. kk NEW YORK,NY 10036 T:(212)245-0010 240 KNOLL CIRCLE vvm.ciardullo.com EAST MARION, NY 11939 ` PLAN LEGEND EXISTING WALL EXISTING FOOTING --- EXISTING WOOD FRAMING NEW BEAM/HEADER j � T DIRECTION OF DECK SPAN NEW JOIST POST UP (BEGINS AT THIS LEVEL) POST DN (ENDS AT THIS LEVEL) EXIST.SLAB ON GRADE EXIST.SLAB ON GRADE NOTES: 1. SAWN LUMBER HEADERS SHALL BE GRADE NO.2 GRADE OR BETTER. Z� UP 2. FOR NEW 2X8 FLOOR JOIST TO BEAM CONNECTIONS, PROVIDE AND INSTALL SIMPSON LU26 FACE MOUNT JOIST NEW WOOD POST HANGERS. AND CONC. FTG rx LL, lrJ i U O N O O 0 L W z U O v �N1 V 0 0 0 L7 X W i ; FIRST FL FRAMING PLAN y JJN 7 202-5 1 SCALE: 114-=1.4. ARCHITECT: ■ DRAWING TITLE: REVISIONS SEAL: ""wt� DATE:11912025 SCALE: 114"=V-0" Ciardullo FIRST FL FRAMING PLAN N0. DESCRIPTION DATE ���'�` �"- DRAWN BY. G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC ', DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. NEW YORK,NY 10036 240 KNOLL CIRCLEsiolloo T:(212)245-0010 8 www.ciardullo.com EAST MARION, NY 11939 , ' `A li PLAN LEGEND 0 EXISTING WALL EXIST. EXIST. EXIST. EXISTING FOOTING HEADER HEADER HEADER — — — — — — — — — — — — EXISTING WOOD FRAMING �p NEW BEAM np P NEW BEAM/HEADER DIRECTION OF DECK SPAN NEW WALL ABOVE 2ND FLOCR NEW JOIST EXIST.WOOD JiD ST @ 24"O.C. (VIF) EXIST.WOOD JOIST @ 24"O.C. (VIF) POST UP P (BEGINS AT THIS LEVEL) J P POST DN (ENDS AT THIS LEVEL) ui w I w Ix ~ I `� Q x x Q I SISTER NEW 2x FLOOR FRAMING I w = NOTES: 1. SAWN LUMBER HEADERS SHALL BE GRADE w = x NO.2 GRADE OR BETTER. 2. FOR NEW 2X8 FLOOR JOIST TO BEAM N SISTER NEW 2x FLOOR FRAMING CONNECTIONS, PROVIDE AND INSTALL SIMPSON LU26 FACE MOUNT JOIST HANGERS. I w XQ ww =EXIST. HEADER I ►- w xw cn 1 0 w = N ax ~ NEW WALL ABO\ EXIST.WALL ABOVE—, 2ND FLOOR 2ND FLOOR 0 c~no 1 I X ¢ w ww I � w = = w P ( ) 14 118" VL /3/4 ST P L TE w � w I I xcl Q cno l I ww X Q w = I Z d 0 6 N ai o I cn w = I 0 EXIST.WALL AB( O O 2ND FLOOR F NEW WALL ABO\ U 2ND FLOOR I w 1 1 Lno XQ I I Ww ww I I = EXIST. EXIST. EXIST. EXIST. EXIST. HEADER HEADER i HEADER HEADER HEADER J U N 1 7 2025 � SECOND FL FRAMING PLAN SCALE: 1l4"=1'-0" Snoi',Jic4 iown ARCHITECT: '��� � I I® DRAWING TITLE: REVISIONS SEAL: ,o.-=ma�� ��, DATE:11912025 SCALE; 114"=1'•0' SECOND FL FRAMING PLAN ' NO. DESCRIPTION DATE DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC B '' DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE I 417 FIFTH AVE,8TH FL. NEW YORK,NY 10036 240 KNOLL CIRCLE T:(212)245-0010 S102 ,00 www.ciardullo.com EAST MARION, NY 11939 PLAN LEGEND EXISTING WALL _ EXISTING FOOTING NEW WINDOW HEADER NEW WINDOW HEADER ---- EXISTING WOOD FRAMING I r P NEW BEAM/HEADER II � II ROOF PITCH =t ROOF PITCH �—� DIRECTION OF DECK SPAN NEW RAFTERS POST UP (BEGINS AT THIS LEVEL) O o P POST DN I I w } w z 0- (ENDS AT THIS LEVEL) II II II II II II P II oLN II i Q ROOF PITCH ROOF PITCH II oLL II to II P II d I @� I oo Iw II � II w I I I I z c~n I a a w wo o 0 II o I —� I �; ROOF PITCH ROOF PITCH w w I o w I P I w L W I G I L(PWRID Io z ILn IIz x I �� I w Q4 <�� 06 NEW RAF ER LP — — — _ O @ 24"O.C. YP.) - O — — — 3. } � I U v II za zw II v I W a II II o a I q o I = N II w o 0 I I ROOF PITCH ROOF PITCH I I O I 10 I I I �: I NEW NEW L —WINDOW W HEADER — WINDOW H [AILER — — WINDOW HEADERJ LL co Iw I a NEWWOOD FTE S SPA ED AT "O.0 w I LT N W:Y"T G z PLyvvoOq I �l �- - - — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - — - - J I � , J U N 1 7 2025 ROOF FRAMING PLAN I SCALE: 1/4"=V-0" ?01',"(1 of T ARCHITECT: � � � I �® DRAWING TITLE: ROOF FRAMING PLAN REVISIONS SEAL: �� DATE:11912025 SCALE: 114"=1'-0" CNO. DESCRIPTION DATE * -p"l Y DRAWN BY: G.VARTHALAMIS a ARCHITECTURE&ENGINEERING,PC ' ! DWG NO. 417 FIFTH AVE,8TH FL. DEMOLITION AND RECONSTRUCTION OF HOUSE , NEW YORK,NY 10036 240 KNOLL CIRCLE �a2aulo°om EAST MARION, NY 11939 S103 ,00'� PLUMBING NOTES: 1. ALL NEW PLUMBING FIXTURES, FITTING AND ACCESSORIES ARE TO BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR PER THE MANUFACTURER'S DETAILS AND SPECIFICATIONS. 2. PROVIDE INSULATION AT ALL EXPOSED HOT AND COLD SUPPLY PIPING AS REQUIRED. 3. PROVIDE NEW EMERGENCY SHUT-OFF/CHECK VALVES AT ALL EXISTING AND NEW BRANCH SUPPLY LINES AS REQUIRED. PROVIDE FLUSH METAL ACCESS DOORS AS REQUIRED TO 4"VTR 4"VTR ACCESS VALVES. MAINTAIN ACCESS TO FLASH AS FLASH AS EXISTING PLUMBING SHUTOFFS. REQ'D I REQ'D I I ROOF 4. ALL WET AREAS TO RECEIVE 5/8" CEMENTITIOUS TILE BACKER BOARD.ALL DAMP AREAS TO RECEIVE 5/8" MOISTURE-RESISTANT SUM WALL BOARD. BATHROOM Jill 2 12kk/ 1 MASTER k� BATHROOM 5. LATICRE E LIQUID-APPLIED WATERPROOFING 2� � � � I � � _ MEMBRANE TO BE INSTALLED WALL-TO-WALL __T AT ALL DAMP AND WET LOCATIONS (KITCHEN AND BATHROOM)AND TO EXTEND UNDER ALL 12 I 112k I LAUNDRY ROOM 11z� I 112�� 112° 112�� NEW SHOWER PANS TUBS AND APPLIANCES. ( 11�° MEMBRANE TO EXTEND 6" UP WALL SURFACES I I NEW TLT I I I 12 NEW SINK TI @ NEW NEW TLT @ I I NEW SINK AT ALL SIDES. NEW LOCATION NEW TUB @ I LOCATIO I I EW LOCATI N WEW TUB @ 611 6. THE INSTALLATION AND ALTERATION OF ALL NEW LOCATIO NEW EXST'G LOCATION NEW @ L___j I I @ EXST G APPLIANCES, EQUIPMENT AND SYSTEMS J" I 3 WM I LOCATION 11,EXSTJG LOCATION REGULATED BY THE NEW YORK CITY FUEL GAS 1z I DRAIN I 1z SECOND FL CODE, THE NEW YORK CITY PLUMBING CODE co*""— O 21' 3" I CO 311 2" I 311 211 CO AND THE NEW YORK CITY MECHANICAL CODE 3"WASTE LINE ( 3"WASTE LINE SHALL COMPLY WITH THE PROVISIONS OF BC 28-101.4.3.1. KITCHEN BATH RM 1„ 1211 7. NEW WASTE LINES TO SLOPE%" PER 1'-0". 8. REMOVAL OF EXISTING PLUMBING TO BE IN ACCORDANCE WITH CHAPTER 3 OF THE 2014 NYC PLUMBING CODE. 1111 NEW DW N 112k 112kk 112kk I 12" 9. NEW PLUMBING IN KITCHEN AND BATHROOMS I 121I LAUNDRY ROOM TO BE IN ACCORDANCE WITH CHAPTERS 3, 4, 6, LOCATIONI I NEW TUB @I NEW TLT 1 &7 OF THE 2014 NYC PLUMBING CODE. (RELOCA D) I NEW SINK @NEW LOCATION NEW SINK @ EXST'G (RELOCATED) EXST'G EXST'G I LOCATION I 10. KITCHEN:ALL FIXTURES TO BE REMOVED AND LOCATION LOCATION RELOCATED. FIXTURE COUNT TO REMAIN THE NEW 4" EXTERIOR NEW SAME. PLUMBING AND VENT LINES TO BE F.A.I. SWR 2„ wv 3" FIRST FL EXTENDED TO NEW LOCATION. j7=;===7j y CO CO 11. PRIMARY BATHROOM: ALL FIXTURES TO BE co"' O 2„ 3„ CO REMOVED AND RELOCATED. FIXTURE COUNT 3"WASTE LINE 3"WASTE LINE TO REMAIN THE SAME. 3"WASTE LINE 12. SECONDARY BATHROOM:ALL FIXTURES TO BE REMOVED AND REPLACED WITH NEW AT EXISTING FIXTURE LOCATIONS. CELLAR 13. LAUNDRY: WASHER MACHINE TO BE A NEW PLUMBING FIXTURE. CO CO 14. OVERALL PLUMBING FIXTURE COUNT INCREASED BY(1) ONE. TO SANITARY EXISTING SYSTEM HOUSETRAP PLUMBING RISER SCALE: NTS 01I S:r.".i�iti iowm ARCHITECT: DRAWING TITLE. REVISIONS SEAL: DATE:11912025 SCALE: NTS Ciardullo PLUMBING RISER DIAGRAM NO. DESCRIPTION DATE r �9 � DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG N0. DEMOLITION AND RECONSTRUCTION OF HOUSE „ P 417 FIFTH AVE,8TH FL. NEW YORK,NY 10036 240 KNOLL CIRCLEPlooloo T:(212)245-0010 ' , , . ; www.ciardullo.com EAST MARION, NY 11939 all S.C.T.M. NO. DISTRICT. 1000 SECTION: 37 BLOCK: 5 LOT(S): 15 BAYVIEW DRIVE 6 E E R,29 681 J L'14.Op, JUN 11 2025 Southold Town Board of Trustees cLE CIR &-so 00, tl�OLL 'S8 ii � � p LAND N/F OF 5o. GARDINERS BAY ESTATES ,z �o _ U.P. 6'R ' CLUB INC. 0.6'W 'ems,, 10' COMMON ACCESS 1.7N w �y 0 u-1 O � LOT 32 c o �o 0.3'E T \ :.:. 1.9' �� : GP PG .... •.... LOT 30 y .. ....... ..... �� 1 1/2 STY FRAME \ DWELLING#240 FRAME ' ..: r'- \ DWELLING: 12.5 o. ': cPJ, WOOD DECK o m CiCOVEED BRICK ST OOP DECK w TO v; O A'�MBE��P�� '/ooO�pNEB ^�� TO WOOD BULKH�D GRP`I MHO P %I N 15°55113" W 6 10.17' S 650259 03 G P ' rr W oa S 85°46'42 S FEMA MAP 36103CO177H 14.43' 774E WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL EFFECTIVE 09/25/2009 LOCA71ONS SHOWN ARE FROM FIELD OBSERVA71ONS AND OR DATA OBTAINED FROM 07HERS AREA:9,778.87 SQ.FT. or 0.22 ACRES ELEVAnON DATUM.- UNAUTHORIZED AL7FRAVON OR ADD17ION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF 7HIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 774E PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO 774E 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF 774E LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. 174E OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO 174E S77?UC7URES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE 774EY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADD177ONAL S7RUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STTUMRES RECORDED OR UNRECORDED ARE NOT GUARAN7FE0 UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 31 CERTIFIED TO: NICHOLAS RONTIRIS; MAP OF:GARDINERS BAY ESTATES SEC. 2 EMINENT ABSTRACT, INC.; FILEMSEPT. 23, 1927 No. 275 WESTCOR LAND TITLE INSURANCE COMPANY; SITUATED AT:EAST MARION TOWN OR SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLL_C SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 CALE: 0' DATE:SEPT. 10, 2024 f T— PHONE (831)298-1588 FAX (831) 298-1588 FILE #224-136 S 1 2 N.Y.S. LISC. NO. 050882 �t'Atlb itl'St• 15'! rvt'•L"gk v'N�r � &ulk' .. �l.I "�:r' `' M(fi,. �.?1 k... .:.._f �'r✓a k `� ff. cl�,�+f "jl ?tl{•�,G[y? v� ..%Y>,� .�' ✓�}r � ,� r��.. n� �':' � � �✓�` "� �';�' at�r,;,x• ��I. rt;�.,l�'�ss�, ��^�+���,,,rme�::Fr�•���A.�d'� •V.; -,�v �Ar't.,Xt,�'slC, �� 69.5�Sn'J.i3S3Ri`nw.r ��id � � ��'• F,vyin^ rSY{"r;;IC� II �. y._^ i� }r' "'. /� I e 7r,✓ ''��/,� 0tir ✓/�f•. - wu,v,TyKvc;e;, ,..v .v,:•, n•'T`sw^>,;SY"�lii"vfT�Zi�;ttttvTT-fv7�''•I'T,.•1v T:xzJt..—(irq�"',......,.v?F+T.d.':?7NS7 ,i,u -�..ZL[ C"'ts.'.v'�""'.•�.Af* y:•.: ,1. x •art P;- �.- �t7 � _y. a ''2 • ' i i Pry, 11611 �y4y�J_ III F r .•���''�`I � � � •' HE- ............. :}.�. fy � • _ • 1 1 • / - 1 • 1 1- 1 1 • 1 / • • ur '"'� x 1 1 I 1 1 1 1 1 I 11 1 I I 1 1 I ':•e�j �.- 1 '1 I •I I 1 1 1 I 1 1 ' 1 1 1 1 1 1 1 I ' 1 1 1 1 �_ . 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AREA OF DOSRNG HOUSE ..,o os..n ma scro.a nm.a n' TRNN OF SOUTHOID ZONE R-40 ORP LOT AREA-9.M SQUIRE FEET ...C' ©.;, CRN A TO REM°9AYCL BAYVIEW DRP/E _ cRVEwAr r0 RENIaT � � � � � LOT COVERAGE_;121 SFOR ZIS OF SITE AREA OF DUSTING WOOD DECK TO ,'_;.21 si.'•,'�'% ®REWN EXISTNO FIRST FLOOR-5TOIC SEmIID FLOOR�T 26 SF E% 1,726 SF AREA OF CONCRETE STOOP TO BE TOTAL -2952 SF ySx?fi"xr 1PROPERTY ONE T ,3;.x 4 CIRCLE K01, 'DINERS BAY ESTATES : .b \ CLUB INC. +.F Ty, 1 fr; 10 LOMMON AGCE55 APPROVED BY r z L WT. , �5_- yL L:11 � � .��..-•'.'`1 m �`ta \ BOARD OFILUSTEES TOWN OF SOUTHOLD 15 DATE Aer,l A, aD. 1 LOT30 ADJACENT PROPERTY I 1 ADJACENTPROPERTY n k" /// G pOND _ SpgTC1 �� 1 moms/LMviv3loon�N 1. 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Y m.xo-n a +• d� r F r- � 'r r J � ^ � � O� � �• a�A l�+ O •p Y n • � � j W9 • r Y 1 y 79 OFMW ammo U 'I 1 vE Spnp PaM tbl uWcl ' e s 7 i W. — — — — --^-- NOTICE COUNTY OF SUFFOLK © x 01 ur > 80UYNOLD sEcnoN NO c ;, Real Property Tax Service Agency y �7 E .�.... --- °—"' --- oo.v. --^-- °..,,.-- -- eG � w°ram NrFmr°.nr,twt °` p.r. a w. n,h v u v_ �y --r-- d..•�--r.-- ,•..,e, � A as ,Y rec�w ,', P '� PROPERTY IMP fjf so 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 , y}' LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: August 11, 2025 Re: LWRP Coastal Consistency Review for NICHOLAS & ASPASIA RONTIRIS SCTM# 1000-115-17-17.11 Patricia Moore, Esq. on behalf of NICHOLAS & ASPASIA RONTIRIS requests a Wetland Permit to demolish (Per Town Code Definition), and reconstruct the existing 1-1/z story (1st floor 1,716 gross sq.ft.). dwelling with attached garage, 5'x8' outdoor shower, and 2.5'x10.5' trash bin; within the footprint of the roof install a new 24.8'x45.10' second floor dormer; replace and reposition existing windows, replace exterior doors and siding on dwelling; remove east side door and stoop and replace with a window; install a stormwater drainage system; existing timber deck on west side of dwelling to be repaired as needed (113' in total length by 35.1 1' by 3.10' cut around tree), with tree cut down and deck repaired to fill in cut; existing timber retaining walls to remain consisting of a lower wall starting from west to east 8' 4-3/8" to 6'11" to 10' 1/8" to 4'9" steps to upper grade; lower timber wall continues west to east 8' 2-1/2" to 23' 1-1/2" to 17' 3-3/4" to existing steps 4' 9-1/2" to upper grade; and upper stone wall 9' 4-1/2" to 29'5" to 13'9" to 7'2"; a one-to-one tree replacement for any trees removed; and to establish and perpetually maintain 15' wide non-turf buffer along the landward edge of the bulkhead. Located: 240 Knoll Circle, East Marion. SCTM# 1000-37-5-15 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. 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 Glenn Goldsmith,President Q (d1 Town Hall Annex A.Nicholas Krupski,Vice President ,� t'� 54375 Route 25 , P.O.Box 1179 Eric Sepenoski ;i ijr Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ► Yd Fax(631) 765-6641 = o c©UNn,t� z BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application Wetland Permit Application 7pe,"t,1,66-0 4 V_PC,Z-As-tk v-n Administrative Permit Amendment(Transfer/Extensio ;YCReceived Application:Received Fee: $ompleted Application: I a5 Incomplete: . _ SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency-Determination Date: _ E L Coordination: sent): 2 n[�LWRP Consistency As essment Form Sent: ! D C E I �Y E a CAC Referral Sent: _Date of Inspection: Receipt of CAC Report: _ LAN17 2025 _Technical Review: Public Hearing Held: Southold Town Resolution: Board of Trustees Owner(s) Legal Name of Property (as shown on Deed): Nicholas Rontiris and Aspasia Rontiris Mailing Address: 240 Knoll Circle, East Marion NY Phone Number: 516-312-3874 Suffolk County Tax Map Number: 1000 - 37-5-15 Property Location: 240 Knoll Circle, East Marion (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Patricia C. Moore Mailing Address: 51020 Main Road, Southold NY 11971 ,b Phone Number: 631-765-4330 Email: pcmoore@mooreattys.com PROJECT DESCRIPTION- Nickolas &Aspasia Rontiris 240 Knoll Circle, East Marion HOUSE: Existing: Demolition & Reconstruction as defined by the building department: Same as wetland permit approved on March 19, 2025: 1 1/2 story dwelling (existing house 29.5' x 18.1' x5' x32.3' x34' x7.6' x4.2' x17'x4' x 25.9' to place of beginning) with attached garage included in dimensions (1st floor 1,716 Gross SF); existing outdoor shower on west side of house (@5' x 8') and the existing trash bin (2.5' x 10.5'), propose a new dormer second floor (1,225 GSF) within the envelope of the roof of the existing second floor. New Second floor dormer 24'8" x 45'10", replace and reposition windows to existing house, replace exterior doors and siding as per architect's plans, remove easterly side door and stoop and replace with window. The first floor remains the same footprint with interior rooms changed, with 3 bedrooms existing on the first floor relocated to the second floor. OUTSIDE NO CHANGE (wetland permit 3-19-25): Existing timber deck and retaining walls retained: existing deck on west side of house to be resurfaced with trex like material:Deck:113' x 35'11" x3'10" cut around tree) tree cut and deck repaired to fill in cut, existing timber walls to remain: Lower wall-starting from west to east: 8' '4 3/8" plus 6'11" plus10' 1/8" to 4'9" steps to upper grade. Lower timber wall continues west to east: 8' 21/2" plus 23'-11/2" plus 17' 33/4" to existing steps 4'91/2" to upper grade. Upper wall 9' 41/2" plus 29'5" plus 13'9" plus 7'2" Existing updated sanitary system in the front yard under review by the Health Department- permit includes replacement or modification if required Previous Permit condition: 1 for 1 tree replacement for any tree removed Establish and perpetually maintain 15' wide non-turf buffer (C&R's pending) Board of Trustees Application GENERAL DATA Land Area(in square feet): •22 acres (9,778.87 SF Area Zoning: r-40 Previous use of property: existing 1 1/2 story house, deck, stone walls, outdoor shower& storage Intended use of property: existing 1/2 story to full 2nd story, 1st floor new windows &siding, resurface,deck Covenants and Restrictions on property? Yes __Z_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 _✓ _No If"Yes", please provide copy of decision. his project reolure 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 F�_No Prior permits/approvals for site improvements: Agency Date 6454 1992 grandfather permit renovation and 2nd floor addition Trustees permit March 2025(prior to demolition&reconstruction) ❑ No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? ✓�NoE Yes If yes, provide explanation: Project Description(use attachments if necessary): see attached Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Building Dep defined work as "demolition and reconstruction" same plans as approved by Trustees in 3/2025-full 2nd story (additions & alterations) and alterations to first floor, including replacement of windows and doors of first floor& new siding wood with trex/manufactured decking, tree in bedded in deck removed and deck repaired. Area of wetlands on lot: landward of bulkhead square feet Percent coverage of lot: no change Closest distance between nearest existing structure and upland edge of wetlands: no change feet Closest distance between nearest proposed structure and upland edge of wetlands: no change feet Does the project involve excavation or filling? �✓ No Yes If yes,how much material will be excavated? n/a cubic yards How much material will be filled?I n/a cubic yards Depth of which material will be removed or deposited: n/a feet Proposed slope throughout the area of operations: flat Manner in which material will be removed or deposited: small construction equipment 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 � 1 61 Z20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I 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 l -Project and Sponsor Information Name of Action or Project: Nicholas &Aspasia Rontiris Project Location(describe,and attach a location map): 240 Knoll Circle, East Marion Brief Description of Proposed Action: building department definition of"demolition and reconstruction" no change to the plans previously approved by the Trustees, only definition by building department "demolition and reconstruction" newer sanitary system under review of HD Name of Applicant or Sponsor: Telephone: Nicholas & Aspasia Rontiris E-Mail:pcmoore@mooreattys.com Address: 240 Knoll Circle, City/PO: State: Zip Code: East Marion NY 111939 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: ❑ Building Department 3.a.Total acreage of the site of the proposed action? .22 acres b.Total acreage to be physically disturbed? V acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 22 acres 4. Che I land us at occur on,adjoining an ar the prop action. Urban Rural(non-agriculture) Industrial Commercial ✓❑Residential(suburban) Forest ❑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? wr 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ✓ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: EJ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO I 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 will exceed requirements,describe design features and technologies: ❑ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO j YES If No,describe method for providing potable water: ❑ 7 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: (under review by the HD) ❑ 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: ET 14.K ntify the typic bitat types that oc n,or are likely to be found on tF�-groject site. Check all that apply: Shoreline Forest Agricultural/grasslands Early mid-successional Wetland Urban Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal govemment as threatened or endangered? 16.Is the project site located in the 100 year flood plain? NO YES IZ 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO JUJ If Yes, a.Will storm water discharges flow to adjacent properties? WINO OYES b.Will storm water discharges be directed to established conveyance systems ff an m drains)? If Yes,briefly describe: [6O YES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond, waste lagoon, dam)? If Yes,explain purpose and size: ❑ ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or 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: ❑ 1 AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: rIC' C. Moore,- Date: 6-11-25 Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the,following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur l. Will the proposed action create a material conflict with an adopted land use plan or zoning Elregulations? 2. Will the proposed action result in a change in the use or intensity of use of land? ❑ I Will the proposed action impair the character or quality of the existing community? ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or ❑ ❑ affect existing infrastructure for mass transit, biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: El D a. public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ a 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)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ problems? 11. Will the proposed action create a hazard to environmental resources or human health? ❑ Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. ElCheck 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. ElCheck 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 _,,ard of Trustees Applicatic ' AFFIDAVIT NICHOLAS RONTIRIS and ASPASIA RONTHU 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 FREE FROM 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. Signature of Property Owner Signature of Property Owner NICHOLAS RONTIRIS ASPASIA RONTIRIS Sworn to before me this _Zv1d -day ofMr)yem6pr 2024 rANITA�ELIZABETH ublic of GUAMNew dANNo.01 G00013842 ualified in Nassau county mmission Expires 09I2712027 Not Public Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) Me NICHOLAS RONTIRIS and ASPASIA RONTIRIS,owners of the property identified as 240 Knoll Circle,East Marion NY SCTM# 1000-37-5-15 in the town of Southold,New York, hereby authorizes Patricia C.Moore 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. NICHOLA5 RONTIRIS ASPASIA RONTMIS Sworn to before me this ANITA ELIZABETH GUAMAN Notary Public-State of New York No.01 G00013842 ,,,,II Qualified in Nassau County day of IVf grfl6 ,20 2A My Commission Expires 09/27/2027 Nota Public _.bard of Trustees Applicati- PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: ADDRESS: acti 37- s- �y � � 37- S ` � 37-5- 17 STATE OF NEW YOKE 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 I i4OTICE UF HEARIiIG 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: NICHOLAS & ASPASIA RONTIRIS SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish (Per Town Code Definition), and reconstruct the existing 1-% story (1st floor 1,716 gross sq.ft.). dwelling with attached garage, 5'x8' outdoor shower, and 2.5'x10.5' trash bin; within the footprint of the roof install a new 24.8'x45.10' second floor dormer; replace and reposition existing windows, replace exterior doors and siding on dwelling; remove east side door and stoop and replace with a window; existing timber deck on west side of dwelling to be repaired as needed (113' in total length by 35.11' by 3.10' cut around tree), with tree cut down and deck repaired to fill in cut; existing timber retaining walls to remain consisting of a lower wall starting from west to east 8' 4-3/8" to 6'11" to 10' 1/8" to 4'9" steps to upper grade; lower timber wall continues west to east 8' 2-1/2" to 23' 1-1/2" to 17' 3-3/4" to existing steps 4' 9-1/2" to upper grade; and upper stone wall 9' 4- 1/2" to 29'5" to 13'9" to 77"; a one-to-one tree replacement for any trees removed; and to establish and perpetually maintain 15' wide non-turf buffer along the landward edge of�the bulkhead. Located: 240 Knoll Circle, East Marion. SCTM# 1000-37-5-15 TIME & DATE OF PUBLIC HEARING: Wednesday, August 13, 2025 — 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 j 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. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt -minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its si i�fi�cant beneficial and adverse effects upon the coastal area(which,includes all of Southold Town). 3: If any question in Section C on this form is answered "yes" 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, listing both supporting and non- supporting 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 j local libraries and the Town Clerk's office. i B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 37 _5 _15 PROJECT NAME Nicholas&Aspasia Rontiris The Application 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) Permit,approval,license,certification: ❑ Nature and extent of action: Building Department-demolition &reconstruction (definition) same work approved by Trustees in March 2025 existing sanitary system is new and HD reviewing if a change to the system is required i _ I Location Of action: 240 Knoll Circle, East Marion Site acreage: .22 acres Present land use: existing 1 and 1/2 story house, proposed to make two story Present zoning classification: r-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Nicholas&Aspasia Rontiris (b) Mailing address: 240 Knoll Circle, East Marion (c) Telephone number: 516-312-3874 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 LWRP Section III—Policies; Page 2 for evaluation criteria. a Yes ❑ No ❑ Not Applicable existing house will be changed with a new 2nd floor. Building Department has defined work as"demolition and reconstruction"but existing house will be remodeled and a full second floor added in place of 1/2 story with inadequate ceiling heights. as Demolition&Reconstruction existing sanitary system must be reviewed by the HD. The system is newer and HD may approve its continued use. existing deck will be resurfaced with trex like material. The existing house will be made to conform to the NYS Building Code. 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 W1 Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑✓ Yes ❑ No❑ Not Applicable updated house enhances the community 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 Yes ❑ No ❑ Not Applicable s __us_ ,...... �ho e is not in a flood zone and is protected by a wall and bulkhead Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑✓ Yes ❑ No ❑Not Applicable connected to public water and sanitary system will be reviewed by the SCDHS AttacR additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑ Yes ❑No 7 Not Applicable no work in wetlands Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑✓ Yes ❑No❑ Not Applicable to code Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑✓ Yes ❑ No ❑Not Applicable reviewed for compliance with HD egulations 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. ❑ WE] 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 ° updates to the existing house Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ✓❑Yes ❑ No❑ Not Applicable energy code compliance with construction PREPARED BY Patricia C. Moore TITLE attorney DATE 6-11-25