The URL can be used to link to this page

Home My WebLink About8026 (�Iirj5, 11 Vis 37 of 3, y Sew of `/� ► , resf S�� I( 5CC �- 2 0 7 R ©�( ) i17/LJ✓C (�L��)/S .3 7' �!/C/�%✓/'SJ� C L TE��/U63 Owner: Nicholas Rontiris File #: 8026 Address: 240 Knoll Cir Code: 25MS Agent Info Patricia Moore, Esq. 51020 Main Road Southold, NY 11971 Phone: (631) 765-4330 Fax: Email: pcmoore@mooreattys.com BOARD MEMBERS ��V SO(/j Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O f0 53095 Main Road•P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. Office Location: Nicholas Planamento • �OQ Town Annex/First Floor Margaret Steinbugler C�U 54375 Main Road(at Youngs Avenue) + Southold,NY 11971 RECEIVED http://southoldtownny.gov P"d 6 2_-67 n� ZONING BOARD OF APPEALS SEP — 9 2025 7/ TOWN OF SOUTHOLD Tel. (631) 765-1809 out old Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 4,2025 ZBA FILE No.: 8026 NAME OF APPLICANT: Nicholas and Aspasia Rontiris PROPERTY LOCATION: 240 Knoll Circle, East Marion,NY SCTM No. 1000-37-5-15 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated June 13, 2025 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact,with the comment that erosion and sediment control measures should be required during and immediately after construction to ensure that stormwater runoff will not carry eroded and other deleterious materials into Spring Pond. LWRP DETERMINATION: 'This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP)Policy Standards. The LWRP Coordinator issued a recommendation dated July 30, 2025. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is INCONSISTENT with LWRP. 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 minimized adverse effects of development. 1. Reconstructed structures that do not meet regulatory setbacks,gross floor area(size),and height on small waterfront parcels do not support or enhance community character or minimize the effect of development on the environment. 2. Structures that breach the maximum lot coverage of 20 percent do not support or enhance community character. However;with the variances granted subject to the conditions imposed herein, including the installation of a new sanitary system and deck setbacks returned to the values approved in ZBA decision No. 4118, the Board now finds the proposed action to be CONSISTENT with the LWRP. Page 2, September 4, 2025 #8026, Rontiris SCTM No. 1000-37-5-15 PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 9,778.87 square foot waterfront parcel in the R-40.Residential Zoning District in the Gardiners Bay;Estates neighborhood of East Marion. The parcel has'a curved 26.1-foot northwest frontage on Knoll Circle and a 157.52-foot northeast boundary running • from Knoll Circle adjacent to a community right-of-way to a bulkhead on Spring Pond. It has a boundary with Spring Pond consisting of three segments with lengths 21.86 feet, 59.03 feet, and 14.43 feet, going east to west, and a 163.32-foot western boundary back to Knoll Circle of which 10.17 feet is bulkheaded and 153.15 feet adjoins the neighboring parcel to the west. The property is developed with a two-story frame residence with attached wood deck, a bluestone driveway and stone and timber walls between the dwelling and bulkhead, all as shown on the survey prepared by Kenneth M. Woychuk, Land Surveying, PLLC, last updated September 10, 2024. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124, Article XXXVI, Section 280-207; Article XXXVI, Section 280-208A; and the Building Inspector's April 10, 2025 Notice of Disapproval based on an application for a permit to demolish (as per Town Code definition) and reconstruct a single family dwelling; at 1) less than the code required minimum side yard setback of 10 feet; 2) less than the code required minimum combined side yard setback of 25 feet; 3)less than the code required minimum rear yard setback of 35 feet;4)more than the code permitted maximum lot coverage of 20%; 5)gross floor area exceeding permitted maximum square footage for lot containing up to 10,000 square feet in area;6)the construction exceeds the permitted sky plane as defined in Article I, Section 280-4 of the Town Code; located at: 240 Knoll Circle, (Adj. to Spring Pond) East Marion,NY. SCTM No. 1000-37-5-15. RELIEF REQUESTED: The applicant requests variances to modify the dwelling's existing second floor to increase ceiling height and enable relocation of a first-floor bedroom to the second floor; and to resurface the existing deck,for which variances were granted in ZBA No.4118 in 1992. The existing dwelling has a side yard setback of 4 feet, 1.5 inches, a combined side yard setback of 14 feet, 0.5 inches, a rear yard setback of 32 feet,2 inches, and lot coverage of 24.8%.. In addition, the existing dwelling exceeds the permitted sky plane. The proposed dwelling has gross floor area of 2,951 square feet. The proposed second floor modifications do not introduce any further non-conformances other than GFA, all as shown on page A030.00, Site Plan and Zoning, contained within the architectural plans titled "House Renovation 240 Knoll Circle" prepared by George J. Varthalamis, Registered Architect, dated March 19, 2025. ADDITIONAL INFORMATION: The application included the architect's signed and stamped analysis:of gross floor area(GFA)of ten houses(five to either side of the subject parcel) indicating the neighborhood average GFA is 3098 square feet. The property is covered by Pre-Existing Certificate of Occupancy No. 46186 dated May 23, 2025 for a wood frame single family dwelling with garage under. The property is covered by Certificate of Occupancy No.Z-22252 dated April 9, 1993 pursuant to Building Permit No.21236-Z dated February 23, 1993 for a deck addition to existing'one family dwelling subject to the conditions of Zoning Board of Appeals file No.4118. The property was the subject of ZBA file No.4118 for permission to build a wooden deck over an existing patio where the patio was set back one foot from the side yard property line. The Board decision required the side yard setback to be no less than 3 feet and required the setback from the bulkhead to be no less than 36 feet. The current setback from the bulkhead is 32 feet,2 inches where ZBA file No. 4118 allowed no less than 36 feet. In the public hearing the current owner testified that he believed the,prior owner built the deck further south than granted by ZBA file No. 4118. In the public hearing the applicant's representative indicated that the bulkhead Page 3, September 4, 2025 #8026, Rontiris SCTM No. 1000-37-5-15 had been replaced, which may have altered the bulkhead setback dimension, and that the intent is to have the drawings and construction conform. Following the public hearing the applicant's representative provided copies of six prior ZBA decisions on waterfront properties in the neighborhood including: • No. 7373 in 2020 to demolish an existing dwelling and reconstruct using the same foundation allowing a front yard setback of 32.4 feet; • No. 5788 in 2005 for a new single-family dwelling with a 58-foot setback from the bulkhead; • No. 5682 in 2005 allowing a second-floor dormer and deck which increased non-conformity within the existing foot print; • No. 5312 in 2003 to demolish an existing dwelling and reconstruct with a new foundation, with the new construction maintaining the existing structure's 10-foot side yard setback and the 73-foot setback to the bulkhead; • No. 5194 in 2002 allowing new second floor dormers within the existing footprint,requiring front and side yard -setback relief, • No. 3557 in 1987 to demolish an existing dwelling and reconstruct on the existing foundation with a 5-foot side yard setback. Following the public hearing the applicant's representative provided updated plans detailing the components of the existing and proposed lot coverage. The application indicated that a Trustees Wetland Permit has been issued for the project. According to the Board of Trustees records, a Wetland Permit is approved pending revised plans. No member of the public spoke for or against this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 7, 2025 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the side yard, combined'side yard, lot coverage, sky plane, and gross floor area (GFA) variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood, Gardiners Bay Estates, is characterized by a mix of mostly frame dwellings, some of which appear to retain the original one- and one-and-one-half story architecture, while others have been renovated to be enlarged and/or to add a full second story. The second story addition on the subject dwelling will be in character with other renovated homes in the immediate area, including the second house to the east,the third and fourth houses to the west, and the house across the community park, all of which have full second floors. The side yard, combined side yard, lot coverage, and sky plane non-conformances are pre-existing and have been in place for at least twelve years. The proposed GFA is less than the neighborhood average. However, the rear yard setback does not conform to the conditions imposed by ZBA No. 4118, which states that"the setback from the bulkhead shall not be less than 36 feet as exists for the patio and must be landward of the timber retaining walls, as requested." 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method,feasible for the applicant to pursue,other than an area variance. Since the existing dwelling,built prior to zoning, has sky Page 4, September 4, 2025 #8026, Rontiris SCTM No. 1000-37-5-15 plane exceedances on the east and west sides of approximately 1 foot, 7 inches of height and length, it is not possible to renovate the second story without retaining this existing non-conformance. ZBA No.4118 approved a 4-foot, 1.5-inch side yard setback which led to the 14-foot, 0.5-inch combined side yard setback and to the lot coverage of 24.4%, all pre-existing the current application. The deck however can be re-surfaced and modified to be compliant with the conditions of ZBA No. 4118. 3. Town Law §267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 58.75% relief from the code for the side yard setback, 42% relief for the combined side yard setback, and 22% relief for the lot coverage, however these variances were legalized in ZBA application No. 4118 for the deck addition, and the dwelling's sky plane incursions pre-date zoning. The rear yard setback variance requested is also substantial representing 8.1%and non-compliant with ZBA Decision No.4118. The gross floor area of 2,951 square feet exceeds the code-allowable 2,100 square feet of GFA for the lot size; however, it is 147 square feet less than the neighborhood average of 3,098 square feet, therefore permitted under ZBA GFA averaging guidelines. 4. Town Law V67-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and must take required erosion and sediment control measures during and immediately after construction to ensure that stormwater runoff will not carry eroded and other deleterious materials into Spring Pond. 5. Town Law V67-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary to enable the applicant to enjoy the benefit of a renovated second story compliant with the NYS Building Code and a re-surfaced deck while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Steinbugler,seconded by Member Planamento,and duly carried,to GRANT the side yard, combined side yard, lot coverage, sky plane, and gross floor area (GFA) variances as applied for, as shown on the survey prepared by Kenneth M. Woychuk, Land Surveying, PLLC, last updated September 10,2024 and as shown on the architectural plans titled"House Renovation 240 Knoll Circle"prepared by George J. Varthalamis, Registered Architect, dated March 19,2025; and DENY the rear yard setback variance in accordance with condition No. 2, listed below. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The septic system on the subject property must be approved by the Suffolk County Department of Health Services. 2. The deck is to be modified to comply with ZBA No. 4118, which states that the setback from the bulkhead shall be not less than 36 feet. 3. Receipt of amended signed and sealed site plans and architectural plans depicting granted variance relief. 4. The modified deck is to remain open to the sky above.. 5. During and immediately after construction erosion and sediment control measures must be taken to ensure that stormwater runoff will not carry eroded and other deleterious materials into Spring Pond. Page 5, September 4, 2025 #8026, Rontiris SCTM No. 1000-37-5-15 6. All violations noted on the pre-existing Certificate of Occupancy shall be addressed prior to the issuance of a new Certificate of Occupancy associated with this project. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appealsfailure to comply with the above conditions may render this decision null and void. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the decree of nonconformity, provided de minimis relief is requested within one year of the date of this decision. Any time after one year, the Board may require a new application. IMPORTANT LIMITS ON THE APPROVALS) GRANTED HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above,such as alterations,extensions,demolitions,or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or,future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one (1)year terms.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN.Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote fthe Board: Ayes: Members Planamento(Vice Chair), Acampora, Lehnert, and Steinbugler. (4-0) is olas anamento,Vice Chair A ved for filing /C+ /2025 _ KNOLL CIRCLE SHDMER T0:8E,41PEDTQ .\ B DIAMETER " DRYINELC:7C EXIST NG TIMBER WALL 0 REMAIN 12•-9. 29.5 - 10'' ' - EXISTING BIN I ,\ 2' ENC SURET I _ o N WITH I BEDROOM w NEW OMPOS - CLAdDING I -a GAtjAGE I _ � I I EXISTING 9�11 BAT A R- 6, ADJACENT PROPERTY - SHOWER TO N € 5 FLOOf�INGANDS - ADJACENT PROPERTY I I � DROW \ 1 BEDROOM I I RECENED . BATH II I I B•_B• 6' SEP U 8 2025 '• KITCHENLIVING ROOM I - ZCINI14G YiWAM Of:APPEAL L 4'-9' ____ _J 5'-t} LINE OF 24-B�—— PROPOSED - _ mil; - 2nd Floor Donner i DORMER \ _ 34.4 IXISTING PLANTER TO REMAIN s• \3 • " - - Ord!• EXISTING STONE WALLTO REMAIN FINAL M A P y . ''. STEPS° REVIEWED BY ZBA . -igT• �0 B: EXISTING �EXISTING TIMBER WALL TO REMAIN REMAIN \ " ' . . STEPS TO E .� D E C-I I O N# XISTING TIMBER' REMAIN - I WALLTOREMAIN - DATED., t N � f P 15'NON-TURF BUFFER " PROPOSED -_- (VEGETATIVE OR NON VEGETATWE) -- -- LINEOFEISTINGGRAVEIL - J SPRING POND OODBULKHEAD.. BUFFERZONE . ARCHITECT: I M�M U I I O -DRAMNGTRE: REVISIONS M. � Epa9 DATE:1WO25 E N LARG E D S I T E PLAN NO. DESCRIPTION DATE �( �� H� ti DRAWN BY:G.VARTHALAMIS ARCHRECTUREBENGINEERING,PC 1 CHANGESTERISITNGDn 9.525 �` DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE t FIFTH NY 100 FL.NE 240 KNOLL CIRCLE AO3 �OO NEW PORK NY 10036 T:(212).245-0010 � �• wm.cfardullo.com- EAST MARION,NY 11939 rFofi ,,�o KNOLL CIRCLE ZONING INFORMOON -`E.!j � - - TOWN OFSOUTHOLD ZONE R-40 S BAYVIEW DRIVE LOT AREA-9;778.87 SQUARE FEET LEGEND - 4 _ EXISTING HOUSE LOT COVERAGE \ ® AREA OF EXISTING HOUSE f: - HOUSE=_1,726 SQUARE FEET DECK-=658 SQUARE FEET AREA OF EXISTING GRAVEL 7; STOOP=.40 SQUARE FEET ORNEWAY TO REMAIN - PROPOSED HOUSE LOT COVERAGE -'F ® AREA OF EXISTING WOOD DECK TO _ II HOUSE= 1,726 SQUARE FEET REMAIN DECK=658 SQUARE FEET STOOP=40 SQUARE FEET yi AREA OF CONCRETE STOOP TO BE a \ REMOVED ., .LAND NIFOF y °F LOT COVERAGE=2,424 SF OR 25%OF SITE ,GARDINERS BAY ESTATES- PROPERTY LINE �,_ .- .. v� CLUEING )� _ t0'-CONRAONACCESS JJ EXISTING FIRST FLOOR-1,726 SF EXISTING SECOND FLOOR- 1,064 SF EXISTING TOTAL-2,790 SF(EXISTING NON-CONFORMING) PROPOSED SECOND FLOOR- 1,225 SF PROPOSED TOTAL-2.951 SF - mYeEl1 i wnu xEwx M \ ^ LOT?0 II Llr� b. ' � p_,• - mE.[L6GrK0 Shy ,.j \ . ADJACENT PROPERTY 'i r9 _ r� t Rece1�� G - \ ADJACENT PROPERTY p$ p SEP 08 2025 �P wnaO «� 7 1TR':} L Appeals zoning Board of s p"• - w�Gsm r EnsnxO vvwrFRroREMnN N IS SS 7'- 256'v 10D. a T 1 1017 ._ �65'2'S9 p1g,IlvCs.:p0 14.43' ! a \ FEMA ZI-16107CoT77X Eff 'wtx stssiY,Eus a°rxnis 4M1D rersyYA ECT1YE09/25/2OU9 4eAmvs av .we rxa rmo novs ,e - .imm aTA<arsu¢?.neov oams EL GSTO E.A TGRF,MN AREA:9,778:87 SOFT:ai D32.ACRES. - niaasvuzernv w-.mva.ry ues Warry sr rav°u�-nx ttavu. - v�n°s sw.tr.. vicar 4u9.•e ne evm sxrc.v.s rneassm se.i seer-xvr;��mai,�eu ro�4 wew mcY amv, Ra iawan NLRrw sr.La aw � � OKY T T1L rpf9)V!p9!NI P6 ARKY 6 PAf.a®M0 /°5 BOutl IO AC xRC'Cmb G0,4ALWLY.I04Y'�/l)1f�vG P6.NxW ,p RFIUVro 'T51ID ImlEO`S-MO R6-A590YG li}M'-LLMOxG MIINIg4.glA2w1II5 AFI l IDM6lFAA&G .• / \ `-� E%m9NG o- Ens,WGmmmwAuroRowx ne.erigrs a mmvirs swar xmraN rxmr m AroxRn tau m Txs'srwxmes.ac rov A�mc anog.rm u¢vmvar'nn 4¢ — / \ s,EPSTG u_r .xYOvriva .av'9'p"rmmr,wv_�cs'mamr' -.ara°PfraNrzmuvca�aNmcucrc a:wmc . nc a+arzrrs .. E1eS 19mER RawN - - _ - vuuror®wm sumsrw[oT 31 » `� CER1m®To MCHDLAS-RONTIRTSt M4°6 GQDINERS 8AY ESTATES SEC,,2- Y � '' EA9 ENt-ABSRLTCi,1NC.;i). - _ \ R —SEPT 23 1927 No:275 ¢a# 1YE57C0R= D TTILE INSURANCE'COMPANY. )it t �9N iEG FAST - 4 ',vav a SOUT40L0 .. _ r SUFFOLK - � 1T1:NM1'EFH Y WOYCR,R GND 9LU2YEY,h PLrC COUNTY NEw YDRK Avr avd t.va s 7 .vn D.1 m, °— N — -- —— — ','I67 Y li IIYJI-- _ - \ 20' 'vA1c5EPT TO.T024 rsa+e(a>,ime uad--lal )cve-i6m I ;+ t PRGW6EG 15NGN-IUtFeUFTIF � Y' .. :. - Y,S u5C xR CSPBDS_ "� T� SVEGEfA1NE 0RNdYVEGETATNAEI �. -1"y�� ; �i..'. _ ,. • . •. 1 11NEOFE%L4jNGGMvEL •,•.. - - - — — _ . SPRING POND B . :': aunER2aNE ,•_ SITE SURVEY L-11" SKY PLANE DIAGRAM:EAST TO WEST SECTION NTS 01 SITE PLAN / \ / \ F- ----- ----------- -- — - -- --------.----- § I I b . SKY PLANE DIAGRAM:SOUTH TO NORTH SECTION NTS ARCNTIECT: C i a rd u I I o DRAWING MU: REVISIONS SEAL' DATE IffM SCALE AS SHOWN SITE PLAN AND ZONING OAN N0. DESCRIPTION DATE � Or H`qC� DRAWN BY:G.VARTHAIAMIS ARCHfiECTURE&ENGINEERING,PC 1 CHANGESTOEMSTING DECK 9.525 Q� �. 9T P' DWG NO. 417 FIFTH AVE,BTHFL. DEMOLITION AND RECONSTRUCTION OF HOUSE NEWYORK,NY 10036 240 KNOLL CIRCLE � AO3O�O0 T.(212)245-0010 www.ciardullo.com EAST MARION,NY 11939 9rF F �yoa DRAWING LIST CONTRACT DWG NO, DRAWING TITLE SH ETTNO. Fleceived A001.00 COVER PAGE&DRAWING LIST 1 A002.00 GENERAL NOTES 2 MAY 21 2025 A003.00 GENERAL NOTES 3 A004,00 GENERAL NOTES&_ENERGY CODE COMPLIANCE 4 A005.00 GENERAL NOTES 5 Zoning Board of Appealf, 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 CETAILS 17 A801.00 REFLECTED CEILING PLANS 18 S100.00 FOUNDATION PLAN 19 S101.00 FIRST FLOOR FRAMING PLAN 20 S102.00 SECOND FLOOR FRAMING PLAN 21 240 K L L � I L S103.00 ROOF FRAMING PLAN 22 P100.00 PLUMBING RISER DIAGRAM 23 EAST MARION , NY 11939 'i Sa as N;w !+r 3� t t An. �x r^ S , rh r: 1. v} a i "1 , rA. f S y�n q� flr JJtt E a Yt a r. a• 'r d �M1;+ [j p,. c. r rc i qq I- p s: w x Ac'» i 4 h+r!9 4§i' 3x , PE �Y D,P+i r� y , » , f » .r, ?I. zq J' g C V,�uy }« 7 , f k' :A a 4 'i'. ;kk @ r. 6 �t f'. w< r r a$" �M .� a w" % .n di•, <,....r. •n,,, t,,.. t., .. ,,, `+t r: z,. ro - i� 5 L r�' } S�F r . d g.v$F, iro � 1`t bt , t.e � RL n „ p , •z ,g..' oi lip" 4 44, s J31 i; , , G a , r. Wp. 9 P. <4 p �V ti 14 :Ca a� !r s -;a r' d s. ^'.a+ ^� n , pyr f . .b P '9. , -„ �. is ,,� �,. s'(•: �.i «t ., 4^ N. rr. N''4 •.t 4 g y f r' tb n l a•Z" O.d r,> Y r .M- 6'~a w , t: s st S x� 1•- 'S; s 6 Fe , .s_ ,y,�.,� '�.aaurads:�'3aa�` :- z;;;�.,«!r�>', -!esri",.•sma - 4-:�-%:" '-.� r" P -NAL MAP R- `VIEWED BY ZBA DAt as ARCHITECT: DRAWING TITLE: REVISIONS SEAL: �`""`�' "` DATE:311912025 SCALE: NTS Ciardullo COVER & DRAWING LIST 4rlh u rl M Ll Ntf/ 'IN (D N0. DESCRIPTION DATE i�� r �� '��' � DRAWN 8Y: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. NEWYORK,NY 10036 240 KNOLL CIRCLE t, T:(212)245-0010 — � , A° www.ciardullo.com EAST MARION, NY 11939 fir: GENERAL NOTES SECTION R300 BUILDING PLANNING 1. THE PROPOSED PROJECT IS THE RENOVATION TO AN EXISTING HOUSE. A CONTINUOUS DORMER WILL BE ADDED 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 CONVERSIONS OF HORIZONTAL PROJECTION ROOM,FAMILY ROOM AND COMBINED LIVING/DINING ROOM. ONE AND A HALF BATHROOMS WILL BE RENOV D ,,�9�f ' AT THEIR EXISTING LOCATIONS. AN EXISTING GARAGE WILL REMAIN UNCHANGED. e�'�`"' 2. ALL CONSTRUCTION WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW �( VZ5 FASTEST MILE TAKEN TRIBUTARY LOADED AREA IN SQ FT FOR ANY YORK STATE AND LOCAL JURISDICTIONS REQUIREMENTS. Q 3 SECOND GUST 120 FROM TABLE 301.2(1) ROOF SLOPE STRUCTURAL MEMBER 3. THE OWNER AND ARCHITECT ASSUME NO RESPONSIBILITY FOR CONSTRUCTION MEANS,METHODS, ZOning Board 01 Pip_e +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. 4. DO NOT SCALE THE DRAWINGS.USE DIMENSIONS ONLY.ALL DIMENSIONS TO BE CHECKED BY THE TABLE R301.5 RISE 12"/FT(1:1)AND GREATER 12 12 12 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;ODE OF NEW YORK STATE THE SCOPE OF THE PROJECT.NO CLAIMS FOR EXTRA COMPENSATION BASED ON IGNORANCE OF VISIBLE OR LIVE LOAD(#/SQ.FT.) TABLE R301.7 IMPLIED CONDITIONS WILL BE CONSIDERED. USE 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 EXECUTION OF THE WORK IS THE RESPONSIBILITY OF THE CONTRACTOR(S)AND SHALL BE REPAIRED TO THE STRUCTURAL MEMBER ALLOWABLE 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 L/180 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 H/180 SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. FLOORS AND PLASTERED CEILINGS 1_I360 9. HEIGHT AND AREA LIMITATIONS ALL OTHER STRUCTURAL MEMBERS L/240 EXISTING AND PROPOSED ADDITION ARE UNPROTECTED WOOD-FRAMED CONSTRUCTION. EXTERIOR WALLS WITH PLASTER OR STUCCO H/360 • 2 STORY DWELLING FINISH (BASEMENT DOES NOT HAVE HABITABLE OCCUPANCIES) EXTERIOR WALLS-WINDS LOADS WITH BRITTLE L/240 FINISHES EXTERIOR WALLS-WINDS LOADS WITH FLEXIBLE L/120 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 El19 UL 263 OR SECTION 0 FEET R302.5.1 OPENING PROTECTION. RATED 703.3 OF THE INTERNATIONAL BUILDING CODE WITH EXPOSURE FROM BOTHOPENING FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING SHALL NOT WALLS SIDES 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 13"THICKNESS,SOLID OR HONEYCOMB RATED CORE DOORS NOT LESS THAN 1 8"THICK,OR 20 MINUTE FIRE-RATED DOORS. R302.5.2 DUCT PENETRATION. NOT ALLOWED NA <2 FEET 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 OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE GARAGE.PROJECTIONS RATED FIRE-RETARDANT-TREATED WOOD a'b <5 FEET 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 THAN 450. NOTES: R302.9.3 TESTING TESTS SHALL BE MADE IN ACCORDANCE WITH ASTM E84 OR UL 723. FOR ALTERNATIVE 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. "(�/� P H 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 REVIEW_ GABLE VENT OPENINGS ARE NOT INSTALLED. Dace 0 ATE 0. ARCHITECT: i�r u I I® DRAWING TITLE: REVISIONS SEAL' � DATE:11912025 SCALE: NTS CNOTES N0, DESCRIPTION DATE - � DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC � �� ,� � DWG N0. DEMOLITION AND RECONSTRUCTION OF HOUSE I 417 FIFTH AVE,8TH FL. ;"°.,* NEW YORK,NY 10036 240 KNOLL CIRCLE T:(212)245-0010 A002 ,00 wm.c a?dullo.mm EAST MARION, NY 11939 ' Rece lve r MAY 2 12025 R302 FIRE-RESISTANT CONSTRUCTION (CONY.) Zoning Board of Appeajzh: R307 TOILET, BATH AND SHOWER SPACES R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION. 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 MATERIALS SHALL BE PERMITTED FOR COMPLIANCE WITH THE SUBCODE ENTITLED"MINIMUM FIXTURE CLEARANCES" INSULATION MATERIALS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES,ROOF-CEILING ASSEMBLIES, 10-FOOT HORIZCNTAL FIREBLOCKING IN WALLS CONSTRUCTED USING 4" MIN 4" MIN 4" MIN __,2" MIN WALL ASSEMBLIES,CRAWL SPACES AND ATTIC S SHALL EXHIBIT A FLAME-SPREAD INDEX NOT TO PARALLEL ROWS OF STUDS OR STAGGERED STUDS. 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 El a aEd 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 ENTIRECROSS SECTION OF THE WALL CAVITY TO A HEIGHT OF NOT LESS THAN 16 INCHES MEASURED VERTICALLY. WHERE PIPING EXCEPTIONS; CONDUIT OR SINILAR 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 coy 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 - x SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450 WHERE TESTED IN ACCORDANCE WITH THE SPREAD OF FIRE AND HOT GASES. CAN/ULC S102.2. w w 30" 24" 3. FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION R316. U N J MIN 3LEARj 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 IN COMBUSTIBLE CONSTRUCTION NHERE THERE IS USABLE SPACE BOTH ABOVE AND S102.2. BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY,DRAFTSTOPS SHALL BE HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT EXCEPTION: CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL NOT BE REQUIRED TO BE TESTED IN INSTALLED SO THAT THE AREA OFTHE CONCEALED SPACE DOES NOT EXCEED 1,000 SURFACE.SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ACCORDANCE WITH CAN/ULC S102,PROVIDED THAT SUCH INSULATION COMPLIES WITH THE SQUARE FEET, DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO ABOVE THE FLOOR. 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 THE FOLLOWING CIRCUMSTANCES: R308.1 IDENTIFICATION. R302.10.3 CELLULOSIC LOOSE-FILL INSULATION EXCEPT AS INDICATED IN SECTION R30811 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 APPLIEDCANNOT 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 NOT REQUIRED ELSEWHERE IN THIS CODE TO BE EXCEPTION: MIRRORS AND GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT 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 HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, MEMBRANE,518-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 DPENINGS 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 ACCCRDANCE 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 DIRECTLY 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 ASSEMBLIES 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 OF 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 ASSEMBLIES 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 MCTORS 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 MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. RECESSED LUMINARIES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL MEET THE FINAL. M A R 8 CELLULOSE SPECIFIC APPLICATION.IONINSTALLED NALED AS TESTED IN ACCORDANCE WITH ASTM El19 OR UL REQUIREMENTS OF SECTION N1102.4 OF THIS CODE. I R ` + ED BY BA I D�CJSION _3Qa ARCHITECT: DRAWING TITLE: REVISIONS SEAL: A DATE:119/2025 SCALE: NTS Ciardullo NOTES �'� � 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 r � T:(212)245-0010 A003 ,00 www.ciardullo,com EAST MARION, NY 11939 � y Received MAY 21 2025 R311 MEANS OF EGRESS R312 GUARDS AND WINDOW FALL PROTECTION TABLE N 1102.1.2 ZonirR$tsiQ).jrd ofGbA .NALLBE PROVIDED AT LANDINGS LOCATED MORE THAN 30INCHES 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-HE 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, • FRONT ENTRANCE LANDING IS SELF-SUPPORTING. SILICON BRONZE,OR COPPER. STAPLES SHAL BE OF STAINLESS STEEL. COATING BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT SO THAT THE INSULATION READILY CONFORMS TO THE CAVITY • REAR DECK LANDING IS POSITIVELY ANCHORED TO THE PRIMARY TYPES AND WEIGHTS FOR CONNECTORS IN CCNTACT 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. 1/2"DIAMETER OR GREATER STEEL BOLT. THE DRYWALL. 2. FASTENERS OTHER THAN NAILS,STAPLES AND TIMBER RIVETS SHALL BE BATT INSULATION SHALL BE CUT NEATLY TO FIT AROUND WIRING AND PLUMBING IN EXTERIOR WALLS,OR INSULATION R317 PROTECTION AGAINST DECAY PERMITTED TO BE OF MECHANICALLY DEFOSITED ZINC-COATED STEEL AND THAT READILY CONFORMS TO AVAILABLE SPACE SHALL EXTEND BEHIND PIPING AND WIRING. COATING WEIGHTS IN ACCORDANCE WITH ASTM B695,CLASS 55 MIN. 3. PLAIN CARBON STEEL FASTENERS IN SBXiDOT AND ZINC BORATE R317.1 AT THE FOLLOWING LOCATIONS,USE A NATURALLY DURABLE WOOD OR WOOD PRESERVATIVE-TREATED WOOD 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 V1'ET 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 DEPCSITED 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 ASTVI 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 NYStretch-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 Construction Type: Single-family MASONRY SLABS,UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN Project Type: Alteration IMPERVIOUS MOISTURE BARRIER. Project SubType: None 7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED Climate Zone: 4 (5572 HDD) 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 Has r false MEMBERS. Has Battery' ry false Has Heat Pcmp: 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: R317,1.2 ALL WOOD IN CONTACT WITH THE GROUND,EMBEDDED IN CONCRETE EXPOSED East Knoll Circle George VArh Architecture East Marion,NY 11939 Ciardullo Architecture& TO THE WEATHER THAT SUPPORTS PERMANENT STRUCTURES INTENDED FOR 41971ng E fthlAvve. HUMAN OCCUPANCY SHALL BE APPROVED PRESSURE-PRESERVATIVE-TREATED Ne Floor New york,NY 10016 WOOD SUITABLE FOR GROUND CONTACT USE. 212 245-0100 gvarthalamis@ciardullo.com R317.1.4 WOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY RESISTANCE 7,F .�;F.: .., ;,;:;<: ..r<::s:;a.,i,�a«,�.�,%.;.;.d:.as,.r,..,,:<:i.utiir.�..:<.,:..>s_,::,»,.«.d%r,%,d:",r<xa.<a✓�'%/<,,..,,,.%:.,,.�.i,;;,,;�<.',:,.::.:,,; 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 slab-on-grade 6"ABOVE EXPOSED EARTH. assembly in the specified d-mate zone must meKA the minimum energy code insulation R-value and depth requirements. R317.2 LUMBER AND PLYWOOD REQUIRED TO BE PRESSURE-PRESERVATIVE TREATED Envelope Assemblies SHALL BEAR THE QUALITY MARK OF AN APPROVED INSPECTION AGENCY THAT MAINTAINS CONTINUING SUPERVISION,TESTING AND INSPECTION OVER THE 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 LUMBER 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 x N AL ['SAP REVIEWED BY ZBA Project Title:240 Knoll Circle Report date: 01/0912 ; -- �; i Data filename: Pagel of 9 ARCHITECT: (;'N DRAWING TITLE: REVISIONS SEAL: � � DATE:11912025 SCALE: NTS rUIIO NOTES & ENERGY CODE COMPLIANCE NO. DESCRIPTION DATE tip,; , DRAWN 8Y: G.VARTHALAMIS "�" ARCHITECTURE&ENGINEERING,PC �` �� ' '� DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,BTH FL.NEW YORK,NY 10036 240 KNOLL CIRCLET:(212)245-0010 A- A004 , 00 www.cardullo.com EAST MARION, NY 11939 W4 R-, BUILDING COMPONENT CRITERIA e.) THE ENDS OF EACH JOIST,BEAM,CR GIRDER SHALL HAVE NOT LESS THAN 1.5"OF BEARING ON WOOD 1. FOUNDATIONS // OR METAL AND NOT LESS THAN 3" DN MASONRY OR CONCRETE EXCEPT WHERE SUPPORTED ON A 1X4 3.) WALL CONSTRUCTION �10 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.THEBY A GRADE MARK OF LUMBER GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 6"WITHIN THE FIRST 10'. �� x t BY AN ACCREDITATION BODY THA GRADINGT COMP OR INSPECTION WITH AGENCY THAT HAS BEEN APPROVED DOC PS20 f.) JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS BY BY FULL DEPTH SOLID BLOCKING NOT b.) IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION,THE LOAD-BEARING VALUES IN TABLE SAY 2 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 BEOTHERWISE PROVIDED WITH LATERAL SUPPORT TO PREVENT b.) STUDS SHALL BE#2 SPRUCE-PINE-FIR GRADE LUMBER Zoning Board of APl�ofi4-, 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&PAINDS.COMPONENTS OF EXTERIOR WALLS SHALL BE FASTENED IN LIMITATIONS SPECIFIED IN R502.8 OF 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 SEDIMENTARY&FOLIATED ROCK 4,000 SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER. TOP PLATE SHALL BE OFFSET AT LEAST 24". OR SANDY GRAVEL AND/OR GRAVEL 3,000 L) FLOOR FRAMING SHALL BE NAILEDIN ACCORDANCE WITH TABLE R602.3(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 24"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 TRIMMER JOIST BEARING.WHEN THE HEADER JOIST SPAN EXCEEDS 4',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 JOIST CONNECTIONS WHEN THE HEADER JOIST SPAN EXCEEDS 6'.TALL 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 i.) ANY STUD IN AN EXTERIOR WALL BEARING PARTITION MAYBE CUT NOTCHED A DEPTH NOT EXCEEDING 25%OF ITSS WIDTH.STUDS IN NONBEARING PARTITIONS MAY BE STRIPS NOT LESS THAN 2"X2". 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 5/8"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,DRAFTSTOPPIVG 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: LOAD-BEARING WALL,NECESSITATING CUTTING,DRILLING,OR NOTCHING OF THE TOP PLATE CONCRETE. -CEILING IS SUSPENDED UNDER THE 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, m•) WOOD STRUCTURAL PANEL SHEATHING USED FOR STRUCTURAL PURPOSES SHALL CONFORM TO k.) FOR HEADER SPANS,SEE TABLES R502.5(1)AND R502.5(2) DOC PS 1,DOC PS 2,OR WHEN MA14UFACTURED 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 2"X4"NOMINAL LUMBER. SHALL BE IDENTIFIED BY A GRADE MARK OF CERTIFICATE OF INSPECTION ISSUED BY AN APPROVED k.) DRAINS SHALL BE PROVIDED AROUND ALL CONCRETE FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR AGENCY. m.) FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL DRAFT OPENINGS(BOTH VERTICAL ANDHORIZONTAL)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 THEGRADES 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 SUBFLOOR OR 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 WALLS SHALL HAVE ALL VEGETATION,TOP SOIL AND FOREIGN LINE,EXCEPT THAT OF FSETS 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 81 . 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 AND 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 FILL 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&PAINDS. 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 SLAG PASSING 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 RETARDER WITH JOINTS LAPPED 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 10PSF.THE ALLOWABLE SPAN OF CEILING JOISTS BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE OR THE PREPARED SUBGRADE STRENGTH OF 3,000PSI WITHIN 28 DAYS.MINIMUM CEMENT FACTOR SHALL BE 6.75 BAGS OF THAT SUPPORT ATTICS UTILIZED FOR LIMITED STORAGE OR NO STORAGE SHALL BE DETERMINED IN ACCORDANCE WITH WHERE NO BASE COURSE EXISTS.THIS DOES NOT APPLY TO DRIVEWAYS,WALKS,PATIOS AND CEMENT PER CUBIC YARD OF CONCRETE.MAXIMUM SLUMP SHALL BE 5". SECTION R802.4 OF THE IRC,2021. OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE. TABLE R502.3.1(2)SHALL BE UTILIZED TO DETERMINE THE MAXIMUM ALLOWABLE SPAN OF FLOOR JOISTS THAT SUPPORT ALL h� n AREAS OF THE BUILDING,OTHER THAN SLEEPING AND ATTICS,PROVIDED THAT THE DESIGN LIVE LOAD DOES NOT EXCEED 40PSF " 'L. MAP /"1 AND THE DESIGN DEAD LOAD DOES NOT EXCEED 10PSF. R \lI �� ,� ARCHITECT: DRAWING TITLE: REVISIONS SEAL: 061 DATE:11912025 SCALE: NTS NOTES NO. DESCRIPTION DATE Ph 110, Ciardullo i°- � 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 � � � T:(212)245-0010 www.ciardullo.com EAST MARION, NY 11939 - f* ` s.) EXTERIOR WINDOWS AND DOORS SHALL BE DESIGNED TO RESIST THE DF� ,WIND LOADSfOADS SPECIFIED IN TABLE R301.2(2) 5.) ROOF-CEILING CONSTRUCTION ADJUSTED FOR HEIGHT AND EXPOSURE PER TABLE R301.2(3). ZOnmg 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=15PSFI35PSF WITH WIND BRACE CLIP,REQUIRED 17.2PSF&-18.7PSF(WORST CASE) SUPPLIER TO PROVIDE DATA SHOWING COMPLIANCE WITH APPROPRIATE TABLES. b.) LOAD BEARING DIMENSION LUMBER FOR RAFTERS,TRUSSES,AND CEILING JOISTS SHALL BE IDENTIFIED BY A GRADE MARK OF LUMBER GRADING OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC Q WINDOWS AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE FRAME,OR BY FRAME CLIP,OR THROUGH THE FLANGE. PS 20. ANCHORS SHALL BE EMBEDDED INTO THE FRAME CONSTRUCTION. u.) AT MULLIONS OCCURRING BETWEEN INDIVIDUAL WINDOWS AND GLASS DOOR ASSEMBLIES,MULLIONS SHALL BE DESIGNED TO c,) ROOF-CEILINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THE NYS RESIDENTIAL CODE TRANSFER THE DESIGN PRESSURE LOADS APPLIED BY THE WINDOW AND DOOR ASSEMBLIES TO BE SUPPORTED WITHOUT (CH.8)OR IN ACCORDANCE WITH AF&PAINDS AND ASCE 7.COMPONENTS OF ROOF-CEILINGS SHALL BE FASTENED IN DEFLECTING MORE THAN L1175,WHERE L=THE SPAN OF THE MULLION IN INCHES.MULLIONS SHALL BE CAPABLE OF RESISTING A LOAD ACCORDANCE WITH TABLE R602.3(1). 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.) RAFTERS SHALL BE FRAMED TO RIDGE BOARD OR TO EACH OTHER WITH A GUSSET PLATE AS A TIE.RIDGE BOARD SHALL BE AT LEAST 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 RAFTER.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 IN 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.) ENDS 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 NAILED 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 CEILING 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 518". 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 A108.1,A108.4,A108.5,A108.6,A108.11,Al 18.1,A136.1, BE PROVIDED WITH LATERAL SUPPORT AT POINTS OF BEARING TO PREVENT ROTATION.RAFTERS AND CEILING JOISTS HAVE A AND A137.1 DEPTH-TO-THICKNESS RATIO EXCEEDING 6 TO 1 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 5181' 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 MEASURED 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 ENDS OF EACH RAFTER OR CEILING JOIST SHALL HAVE NOT LESS THAN 1 112"OF BEARING ON WOOD. PREVENT THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER. k.) NOTCHES IN SOLID LUMBER JOISTS,RAFTERS AND BEAMS SHALL EXCEED 116 OF THE DEPTH OF THE MEMBER,SHALL NOT BE LONGER THAN 113 OF THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE 113 OF THE SPAN.NOTCHES AT THE ENDS OF THE MEMBER SHALL EXCEED 114 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 113 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 112"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 GENERAL MECHANICAL AND PLUMBING SYSTEMS PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE.APPROVED CORROSION-RESISTANT FLASHING SHALL BE 6.) 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 1 118"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. -WHERE EXTERIOR NT ERSECTIONS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD-FRAME CONSTRUCTION AT WALL AND ROOF , FI N ^ `f1L MAP f� -AT BUILT-IN GUTTERS w V"E K E D BY Z BA 0_5t. 1640N'#G� ARCHITECT: DRAWING TITLE: REVISIONS SEAL: - DATE:119/2025 SCALE: NTS C i ardullo NOTES NO. DESCRIPTION DATE i °� DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC �' � g DWG NO, w DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. NEW YORK,NY 10036 240 KNOLL CIRCLE www.ciardullo.Ocom EAST MARION, NY 11939 �� REMOVAL KEYNOTES dv7/� - - - - - - - - - REMOVAL LEGEND „i - - - - - - � EXISTING EXTERIOR WALLS,GLAZING, ,, PARTITIONS,DOORS,ETC.TO BE FULLY >�e"-ive�- I I _ EXISTING WALLS TO REMAIN ® ® OR PARTIALLY REMOVED,TYP, I I I I I I I I _ - _ EXISTING TO BE REMOVED I I I IM ] 2�2.5 I I ❑2 ALL EXISTING KITCHEN FIXTURES, I I I I I I I I CABINETRY,COUNTERTOPS,ETC.TO BE I I I I Eh, ai of REMOVED. I I II Zoning I I ❑3 ALL EXISTING BATHROOM FIXTURES, I I I ( I I I I GENERAL REMOVAL NOTES CABINETRY,ETC.TO BE REMOVED. I I I I I I I 1. EXISTING SLAB ON GRADE TO REMAIN. BEDROOM I SLAB TO BE EXTENDED AS REQ D FOR ® EXISTING WINDOW TO BE REMOVED. I I I I I I I ( NEW WALLS OF GARAGE ENCLOSURE. I I I I I I I ALL NEW COLUMNS TO BE SUPPORTED EXISTING FIREPLACE AND CHIMNEY TO I I F61I I I I I BY NEW CONCRETE FOOTINGS AS NOTED III BE REMOVED DOWN TO FIRST FLOOR. I I I I I ON DRAWINGS.S.O.G.TO BE PARTIALLY 4 I I I I I I REMOVED IN LOCATIONS REQUIRING III ® ❑ © REMOVE EXISTING DOOR. I I I I NEW FOOTINGS OR THICKENED SLAB. GARAGE I I I I I I 1 1 I I 2. CONTRACTOR TO PROTECT ADJACENT I I I I I I I I AREAS OF HOUSE TO REMAIN. I I I I I I I I 3. EXISTING KITCHEN,INCLUDING a I I I I I I I I CABINETRY,COUNTERTOPS,SINK AND I I I I I I I APPLIANCES,ETC.TO BE REMOVED IN I I I I I I I I ITS ENTIRETY. I I I I I I I PLUMBING REMOVAL NOTES 1. REMOVAL OF EXISTING PLUMBING TO BE ❑3 I IN ACCORDANCE WITH THE PLUMBING - CODE OF NEW YORK,2020. — 1I ❑ � I© I I © 4 I I777, , III —1r - - I I I I I I I III 4 � I / II I I II I I II BEDROOM BEDROOM I rL II I 4III 6 \�� I I I I // I L — — — 1— �� — — — Illri] � � I I ❑III ❑ I COIL - - - - - - -F L- F - - - III �✓ IL - - - - - — — — — J� III® Ir - - - - - - - - - - III I H+-- - - - - - - - - - - - - - - - - - - - - -It \- - - - - - - - - - - - - - - - - - - - -III III (— — — — — — — — — — 4 © � III 4 Till I \ �NTR Ff _ J = s s � = - - - - - - - - s6 z - - - --- � _ _ _ _ _ - - - - � = KITCHEN II II II /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I ' LIVING II ROOM III I I III III Li III III T T III III III III III III III T ® T - — — — — — — — — — — — — — — — — — — — — — — — — 2 SECOND FLOOR REMOVAL PLAN ,� FIRST FLOOR REMOVAL PLAN II~INAL MAP € E-VIEWED BY ZBA r,CISION# �a DATED: a� ARCHITECT: DRAWING TITLE: REVISIONS SEAL. ""' DATE:119/2025 SCALE: 114"=T-0" Ciardullo REMOVAL PLANS ' 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)245-0010 A061 ,00 www.ciardullo.com EAST MARION, NY 11939 fee N deceiveri MAY 21 2025 MAY 212025 Zoning Board d, k�)Pefals Zoning Board of Appeals 1- - - - - � EXISTING RIDGE 20'-0" L- - - - - J 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. 9'-0" 3. ALL ROOFING TO BE REPLACED IN ITS ENTIRETY. == r =_____ rF______ _ - ' II III III III III III III III ' II III ' II III III III ' II III ' ll II ' ' ll III ' ll III ' ll III III III III III III Ii � III III II II II II II II II II FIRST FL I ® I I ® I I ® I I ® I 0'-0" LL___-JJ LL JJ LL== JJ LL==JJ SOUTH ELEVATION REMOVALS EXISTING RIDGE_ _ 20'-0" — I I I I � N ` N, N, N SECOND FL - 9'-01, 1— 1- - - - -I Fr- 14 LTA==�T' III III III III I'I III III III III III II� III II II II II II II III ® III III ® III II' 4 III FIRST FL 0'-0" ,- I ►SAL MAP �.� EAST ELEVATION REMOVALS REVIEWED �(BY ZBA ' J E C 1 S I. _ N ARCHITECT: iardullo DRAWING TITLE. REMOVAL ELEVATIONS REVISIONS SEAL: �EC DATE:11912025 SCALE: 114"=1'-0" N0. DESCRIPTION DATE 3 �' 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 = A062 ,00 wm.c ardullo.Ocom , ' ^. 1085 " EAST MARION, NY 11939 �� Fteeed`'ed Received gaz MAY MAY 2 12025 Zoning Board of Appeals Zoning Board f of gppealF— — — — EXISTING RIDGE201-011 — I REMOVAL LEGEND — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i EXISTING WALLS TO REMAIN I I — — — EXISTING TO BE REMOVED II I III I III III I III III l 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 — — — — — — — — — — —_ — _—_ — _— J— — 3. ALL ROOFING TO BE REPLACED IN ITS 9'-0" ENTIRETY. � — F — p I I II II I II III lit III III III III III III 4 I II III 14 I I I I I I II II II II L J I I II II l I I I I I � __ JJ p II I II III III III Ill III III III III ® III I I I I I I II ® II II ® II III ® Ill III III FIRST FL LL 0'-01, III - - III WEST ELEVATION REMOVALS EXISTING RIDGE — — — — — — _ _ — — — — — 0 20'-0" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - I I I III Illll III I III 1111 l III I � III I III I III I II ® III ® 11 SECOND FL 91-011 II II II II 11 II II II I I I I I I I I I I II II II II II II II ® II U 4 I I 11l III III Ill �L__�� III III III II I III ® III Ill ® III III ® III III III FIRST FL 0'-0" NORTH ELEVATION REMOVALS L SCALE: 1/4"=1'-0" i C x N A L MAP A I IREV15-W D BY ZBA I DEC1510N# -�- D L pTro 0 ARCHITECT: DRAWING TITLE: REVISIONS SEAL: �-""`�"` DATE:11912025 SCALE: 114"=1'-0" Ciardullo REMOVAL ELEVATIONS ' N0. DESCRIPTION DATE "' _ �. '��'. � DRAWN BY: G,VARTHALAMIS ARCHITECTURE&ENGINEERING,PC + , DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE 8TH FL. �r NEW YORK,NY 10036 240 KNOLL CIRCLE T:(212)245-0010 A063 ,00 www.ciardullo.com EAST MARION, NY 11939 ° ' `� 21 A301 2/A302 A202 MAY 21 2025 I 29'-6" Zoning Board of Appeals EXT.1 GENERAL CONSTRUCTION NOTES 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 11 A301 IL 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 O2X4 WOOD STUD WITH HARDWOOD FLOOR AS REQ'D. °r° 5/8"GWB.EACH SIDE 4. ALL ROOMS TO BE PAINTED.WALLS,ALL TRIMS AND CEILING.PAINT COLORS TED. GARAGE 2X4 WOOD STUD WITH CONTRACTOR TO PROVIDE APPROX.4 — — — — — — — — — — — — — — SAMPLES TOTAL.SAMPLES TO BE 2'x2'. 518"GWB.EACH SIDE 5. GARAGE FLOOR SLAB TO BE PAINTED I ❑2 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 0 R 21 CAVITY INSULATION DETERMINED BY OWNER.8. NEW STANDALONE ATTIC VENT FOR NEW EXTERIOR SIDING PER ELEVATIONS DRIER. 171 I I INTERIOR DOOR SCHEDULE 1� 2'-6"x 6'-8" BATHROOM NOTES 20 2'-0"x 6'8" 1. ALL NEW FIXTURES IN BATHROOMS TO I BE NEW.TO BE CHOSEN AND APPROVED EXT.2 3❑ 1'-6"x 6'-8" BY OWNER. WALL® 2'-6"x 6'-8"-PAIR,POCKET 2 NEW AND CHALL NEWOOSENNBY OWNER.E TO BE D/ O O 5❑ 3, INSTALL NEW 8'CEMENT BOARD OVER 4 N LA N D RY KITCHEN o o MIL.POLYETHYLENE AT WET WALL � c� EXTERIOR DOOR SCHEDULE LOCATIONS. %2 4. FLOOR TILE IN NEW BATHROOMS TO BE ROOM EXT.1 FRONT DOOR INSTALLED OVER LATICRETE EXT.2 MUD ROOM LIQUID-APPLIED WATERPROOFING MEMBRANE.EXTEND MEMBRANE 6"UP N o EXT.3 WALL SURFACES AT ALL SIDES. n — U I LOJIT I LOACO r? � (V co Lu s; W u- Q H LIVING ROOM/ D NING ROOMuj w 0 I � 4'-0" look 34'-6" LI I F I N'AL 1�1AP- ---- ,� FIRST FLOOR PLAN 1 1/A302 Y fig , . C SCALE: 1l4"=1'-0" A201 I (^.,yy�" �` '}f`� ( oLc1 l colNl _ O G 141 a5 ARCHITECT: DRAWING TITLE: REVISIONS SEAL: A DATE:119/2025 SCALE: 114"=1'-0" Ciardullo FIRST F L00 R PLAN NO. DESCRIPTION DATE 'E' ! �` 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:(21 245-0010 EAST MARION, NY 11939 `� www.ciardullo.com 21 A301 21 A301 ROOF LEGEND AREA OF NEW ROOF: 21 A301 21 A302 A2O2 BecO1ved - NE"ASPHALT ROOF 02 SHINGLES 1 NEW PLYWOOD SHEATHING 1 5'-0" 24'-6" NEVV ROOF JOISTS Boar( �, �.,4_+,,+ NE"WATERPROOFING I I I MENBRANE AREA OF NEW ASPHALT ROOF MEMBRANEONLY ( I I 3 I i I l I NEW 11 A301 I 1 ( 31 A301 11A301 DORMER 31A301 I I I I BEDROOM mob°° I 10 BEDROOM I 2 I 3 i I I I I I 12'-4" 10'-8" � I I I 3'-6" I I 2 ❑2 I � I 0 I 3-1 1 I I 10 I I I ❑2 I EXISTING <C14 I 01 2 I N CD ROOF 2 - - - _ _ — - I I � I 4'-8° , I I ❑2 2 - - - - - - - EXISTING ROOF I i BEDROOM 1 I � I NEW I DORMER _ 3D I I I I 3 I i I I I 21 A301 11 A302 1 21 A301 11 A302 A f - -- ROOF PLAN A201 SECOND FLOOR PLAN AI� AP SCALE: 1/4" R�VIE� m BY Z-BA L =1'-0" � SCALE: 1/4"=1'-0" rt UN rXCIS DATE U: ARCHITECT: DRAWING TITLE: Ciardullo SECOND FLOOR AND ROOF P LAN REVISIONS SEAL: DATE:11912025 ARCHITECTURE&ENGINEERING,PC NO. DESCRIPTION DATE � ��, ' � DRAWN BY: G.VARTHALAMIS , DEMOLITION AND RECONSTRUCTION OF HOUSE �� . DWG N0. 417 FIFTH AVE,8TH FL. .a . �P NEWYORK,NY 10036 240 KNOLL CIRCLE T:(212)245-0010 Al 0200 www.ciardullo.com EAST MARION, NY 11939 , Tee ' PROPOSED RIDGE 24'-8" `� — — 21 A302 — — — — — — — — fieceiv 21 A301 MAY 212025 EXISTING RIDGE Board 01 A PPa's — — — — — — — — 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 b 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. 8'AT ROOF EAVES FIRST FL L__1L;;;;;J L===j Lj L-1 0'-0" G65 G65 G65 G65 G65 SOUTH ELEVATION 21 A301 11 A302 11 A301 PROPOSED RIDGE 24'-8" — — — — EXISTING RIDGE - 20'-0" — — — - -tl- CW135 G42 SECOND FL 1- G32 � H G44 FIRST FL o'o" G65 G35 2 EAST ELEVATION 11A301 FINAL MAP SCALE: 114"=1'-0" RMEWED BY ZBA a ARCHITECT: Ciardullo DRAWING TITLE: ELEVATIONS REVISIONS SEAL: DATE:11912025 SCALE: 114"=1'0" NO. DESCRIPTION DATE h _ ki ' +! 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 A201 00 www.ciardullo.com EAST MARION, NY 11939 � °� ' PROPOSED RIDGE - 24'-8" 21 A302 Received MAY 2I 2025 EXISTING RIDGE 7rninc, Board of �� '`''r 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 2/A301 • ALL NEW WINDOW TAGS REFER TO ANDERSEN 400 SERIES CASEMENT AND = GLIDING SERIES MODEL NUMBERS. w CID G44 G44 GENERAL WOOD TRIM NOTES 1. ALL NEW TRIM TO BE HARD-PAINTED SECOND FIL _ _ _ _ _ _ _ _ _ _ WOOD g,0 — — — — 1.1. 4"AT WINDOWS 1.2. 6"AT VERTICAL SIDING 1.3. 8'AT ROOF EAVES �EXT.1 FIRST FL G64 0'-0" NORTH ELEVATION 11A302 2/A301 SCALE: 1/4"=1'-0" 1/A301 PROPOSED RIDGE — — 24'-8" EXISTING RIDGE - 20'-0" — G42 G54 SECOND FL_ G32 ♦' "♦ EXT.2 FIRST FL G35 G65 0'-0" 11A301 FINAL MAP WEST ELEVATION REVIEWED BY ZBA ARCHITECT: ■ DRAWING TITLE: REVISIONS SEAL: "'" DATE:1/9/2025 SCALE: 1/4"=1'-0" Ciardullo ELEVATIONS N0. DESCRIPTION DATE 10 f,4� 'H . �,,��,, DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG NO, DEMOLITION AND RECONSTRUCTION OF HOUSE417 FIFTH AVE,8TH NEW YORK,NY11036L 240 KNOLL CIRCLET:(212) A202100 &� www. ardullo.0 ccom EAST MARION, NY 11939 ° `¢ p� (' PROPOSED RIDGE — FleCeivec q�AY �12025 Zoning Board of Appeai EXISTING RIDGE - 20'-0" 0 BEDROOM 3 BEDROOM 2 SECOND FL — — — — — FAMILY ENTRY GARAGE ROOM FIRST FIL 0'-0" , SECTION SCALE: 114"=1'4" PROPOSED RIDGE 24'.8" — — EXISTING RIDGE y: r BEDROOM 1 SECOND FL , GARAGE LAUNDRY LIVING � x ROOM ROOM FIRST FL 0.41 72 s. :gym �REVIEWED BY Z C)E,CiSIO a� 2 SECTION �DATED : SCALE: 1/4"=1'-0" ARCHITECT: ■ DRAWING TITLE: REVISIONS SEAL: �« DATE:1/912025 SCALE: AS NOTED Ciard U 0 SECTIONS 6 NO. DESCRIPTION DATE �r « � �, DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG N0. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,BTH FL.NEW YORK,NY 10036 240 KNOLL CIRCLE T:(212)245-0010 A301 00 wm.ciardullo,com EAST MARION NY 11939 BeCe°ve um 21 n25 Zoning 60ar6 o1 AgPeat� 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 'ROVIDE SIMPSON STRONG—TIE VENT ,CNNECTOR "H10" AT EVERY R-38 INSULATION AT ROOF iAFTER. HARD 2" RIGID INSULATION CLOSURE 2" RIGID INSULATION CLOSURE WOOD TRIM 2-2X6 TOP PLATE _ CLAPBOARD PROVIDE SIMPSON STRONG—TIE SIDING R-21 INSULATION AT WALL CONNECTOR "1110" AT EVERY SOFFIT RAFTER. AIR/VAPOR BARRIER 1/2" GYPSUM BOARD VENT 2 — 2X6 TOP PLATE 2X6 STUD O 16" D.C. HARD 1/2" GYPSUM BOARD WOOD TRIM 2X6 STUD ® 16" O.C. CLAPBOARD SIDING AIR/VAPOR R-21 INSULATION AT WALL BARRIER 3" PLYWOOD SUB—FLOOR HARDWOOD FLOOR PROVIDE SIMPSON STRONG—TIE GDNNEDTDR SECTION DETAIL "C518" EVERY OTHER STUD. OR 16. GAUGE EXISTING FLOOR STRUCTURE F; STRAPPING AT EVERY STUD 2 SECTION DETAIL SCALE: 114"=1'-0" PROPOSED RIDGE 24'-8" — — — EXISTING RIDGE BEDROOM 2 BEDROOM 1 SECOND FL .. a ... i.. ;... 777-7 ... . ...:.: ENTRY KITCHEN LIVING ROOM FIRST FL 0'-01, 77 77777 — :,; , AL lAP 0 SECTION [REVIEWiEDBY Z8A SCALE: 1/4"=1'-0" DATED: ARCHITECT: llo DRAWING TITLE: SECTIONS & DETAILS NO REVISIONS SEAL: s DATE:11912025 SCALE: . DESCRIPTION DATE '� DRAWN BY: G,VARTHALAMIS Ciardu ARCHITECTURE&ENGINEERING,PC � . �� - `�� _� DWG N0. DEMOLITION AND RECONSTRUCTION OF HOUSE !, 417 FIFTH AVE,8TH FL. ;"R, l NEW YORK,NY 10036 240 KNOLL CIRCLE T:(212)245-0010 www.ciardullo.com EAST MARION, NY 11939 A302 ,00 ReCeiW"A -' p;IrG ,r .,� RCPLEGEND NEW LED 4" ROUND RECESSED LIGHT FIXTURE ENTRY �' I 1-0 NEW EXTERIOR WALL SCONCE I I NEW CEILING MOUNTED PEDNANT LIGHT I I NEW OUTLET 0 01 FAMILY NEW GFI OUTLET \ / ROOM GFI �, \ DID NEW DEDICATED OUTLET i BEDROOM 'I BEDROOM �; I O O NEW SMOKE DETECTOR/CO DETECTOR 2 3 / GARAGE / NEW LIGHT SVVITCH ELECTRICAL NOTES: O 1. GENERAL CONTRACTOR TO VERIFY THAT EXISTING SERVICE IS I Q ADEQUATE FOR PROFOSED DESIGN.CONTRACTOR SHALL (\ INCLUDE ALL NECESSARY WORK TO COMPLETE ELECTRICAL INSTALLATION. 2. ALL SWITCHES OUTLETS AND COVER PLATES TO MATCH O EXISTING.GANGED SWITCHES SHOULD BE COMBINED IN A / SINGLE PLATE. I APO, 71 j O O ,v( 3. LOCATION OF ALL ELECTRICAL DEVICES INDICATED MAYBE I7 � Ez MODIFIED WITH OWNER AND ARCHITECT'S APPROVAL(BASED ON CD THE EXISTING ELECTRICAL LAYOUT).PROVIDE ALL NECESSARY O� \ a ` WIRING,SWITCHES,DEVICES,LIGHT FIXTURES,ETC AS �,..::" / GFI REQUIRED. i OQD 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 WALLS AS REQUIRED FOR INSTALLATION OF \, O ALL NEW ELECTRICAL DEVICES AT EXISTING WALLS. I LAUNDRY KITCHEN \_ 6. SEE PLANS FOR NEW LIGHTING,SWITCHING&OTHER qO ROOM �� C� ELECTRICAL DEVICES. I GFI - - - - - - - - - - L - - - - - - - - o a °' BEDROOM 1 I i GFI LIVING 00 R M ! / D/ DINING ROOM I i I I I I rl FIRST FLOOR RCP 2 SECOND FLOOR RCPF! ; - A ARCHITECT: �� I I® DRAWING TITLE. REFLECTED CEILING PLANS REVISIONS SEAL: DATE;11912025 SCALE: 114"=1'•0" N0. DESCRIPTION DATE �4 �;�: �� , '�� 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)245-0010 A801 00 www.ciardullo.com EAST MARION, NY 11939 , E } ' Received UP 21 2025 Zoning Board of Appeals ItP lrJ NEW WOOD POST NEW WOOD POST AND CONC. FTG AND CONC. FTG GARAGE SLAB U N EXCAVATE D ABOVE AREA O NEW WOOD POST AND CONC. FTG — — — — — — — — — — — — — — — — — — — — — — — — EXISTING FOUNDATION WALLS TO REMAIN (TYP.) P NEW WOOD POST AND CONC. FTG F- — — — — EXIST.WOOD STAIR TO REMAIN NEW WOOD POST AND CONC. FTG NEW WOOD POST AND CONC. FTG EXISTING CMU EXISTING TOR MAIN (TYP.) i BASEMENT i I— — — — — EXIST.SLAB ON GRADE UNEXCAVATED AREA EXISTING FOUNDATION WALLS TO REMAIN (TYP.) FINAL. MAP FOUNDATION PLAN REVIEWED BY ZBA SCALE: 114"=1'-0" DECISION# qD � DATED: 11 �> ARCHITECT: DRAWING TITLE, REVISIONS SEAL DATE: SCALE; 114"=1 0"F0UNDATI0N PLAN NO. DESCRIPTION DATE b ! DRAWN BY: G.VARTHALAMIS , '`apt ARCHITECTURE&ENGINEERING,PC [��`''� �� ' DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. NEW YORK,NY 10036 240 KNOLL CIRCLE T:(21 2 0 EAST MARION, NY 11939 ' S100100 ww w .ciardullo.cullo.com �� , PLAN LEGEND 0 EXISTING WALL MAY 2 1 EXISTING FOOTING Zoning Board o1 ApPO-1:I1-4 EXISTING WOOD FRAMING ® ► P P ' ® n10 NEW BEAM/HEADER DIRECTION OF DECK SPAN NEW JOIST POST UP (BEGINS AT THIS LEVEL) Q POST DN j (ENDS AT THIS LEVEL) EXIST.SLAB ON GRADE EXIST.SLAB ON GRADE NOTES: 1. SAWN LUMBER HEADERS SHALL BE GRADE n NO.2 GRADE OR BETTER. 2. FOR NEW 2X8 FLOOR JOIST TO BEAM CONNECTIONS, PROVIDE AND INSTALL SIMPSON LU26 FACE MOUNT JOIST NEW WOOD POST HANGERS. AND CONC. FTG U O v N O 0 O O x- 57< W Z U O `v V I- cn O 0 O O F- Lo x W FINAL. MAP FIRST FL FRAMING PLAN RE VIEWED BY ZBA D`�" —1 ........... ARCHITECT: Ciardullo DRAWING TITLE: REVISIONS SEAL: DATE:1/912025 SCALE: 114"=V-0" FIRST F L F RAM I N G P LAN N0. DESCRIPTION DATE 6 �� , ARCHITECTURE 8�ENGINEERING,PC " ' DRAWN BY: G.VARTHALAMIS �t`B s kx . 'OC' �� DWG N0. DEMOLITION AND RECONSTRUCTION OF HOUSE „ y 417 FIFTH AVE,8TH FL. NEW YORK,NY 10036 240 KNOLL CIRCLE T: w.ci 245lo.co EAST MARION, NY 11939 www.ciardullo.com PLAN LEGEND seCe' MAY 212025 EXISTING WALL Board of Appeals — — zoning EXIST. EXIST. EXIST. EXISTING FOOTING HEADER HEADER HEADER — — — — — — — — — — — — — — — EXISTING WOOD FRAMING p NEW BEAM p P NEW BEAM/HEADER DIRECTION OF DECK SPAN NEW WALL ABOVE 2ND FLOOR NEW JOIST EXIST.WOOD JO T @ 24"O.C. (VIF) EXIST.WOOD JOIST @ 24"O.C. (VIF) POST UP P (BEGINS AT THIS LEVEL) J POST DN IL (ENDS AT THIS LEVEL) � I w cf) 0 � w I XQ NOTES: X 0 1 SISTER NEW 2x FLOOR FRAMING I w = 1. SAWN LUMBER HEADERS SHALL BE GRADE w = x NO.2 GRADE OR BETTER. 2. FOR NEW 2X8 FLOOR JOIST TO BEAM SISTER NEW 2x FLOOR FRAMING CONNECTIONS, PROVIDE AND INSTALL SIMPSON LU26 FACE MOUNT JOIST HANGERS. I (n 0 XQ ww =EXIST. HEADER 7;1 o lL Q W w � I I = co I o w = 1 CV NEW WALL ABO\ U) EXIST.WALL ABOVE--, p 2ND FLOOR 2ND FLOOR 0 ; 0 1 I xa xw 1 v_, I w = w = w ( ) 14 118.Z' VL /3/4 ST L P TE cnQ ui Xw cno I I w xQ _ w = i Z U O N LU Ln X ¢ I O w = I 0 EXIST.WALL AB( O 0 2ND FLOOR NEW WALL ABO\ 0) 2ND FLOOR w p 1 I 1 � o I I 0 X ¢ I I w = w = 1 I - - - - — - - - - - - - - - - - — - - - - - EXIST. EXIST. EXIST. EXIST. EXIST. HEADER HEADER HEADER HEADER HEADER FIN, AL. MAP SECOND FL FRAMING PLAN R�`VI WED BY ZBA 1 SCALE: 1/4"=11.01, N ARCHITECT: DRAWING TITLE: REVISIONS SEAL: .10) DATE:119/2025 SCALE: 1/4"=V-0" C I �'d U I I O SEC 0 N D F L FRAMING PLAN N0. DESCRIPTION DATES , �• b DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC ,�pj° -" � " � DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE417 FIFTH AVE, TH W f NEW YORK,NY 1036E 240 KNOLL CIRCLE � .. ; T:(212)245-0010 S102 ,00 www.cardullo..com EAST MARION, NY 11939 , PLAN LEGEND ��s� 0 EXISTING WALL 2Q — — JAo2I EXISTING FOOTING 1 NEW WINDOW HEADER NEW WINDOW HEADER laoO — — — — — — — — — — — — — — — — — - --- EXISTING WOOD FRAMING"yor\rg �r PP �� NEW BEAM/HEADER II + II ROOF PITCH = ROOF PITCH �--� DIRECTION OF DECK SPAN I I 0 Q NEW RAFTERS POST UP I I c � BEGINS AT THIS LEVEL I O 0o ( ) POST DN I w } w� I (ENDS AT THIS LEVEL) II II II II II II P II o II Q ROOF PITCH ROOF PITCH II II I II � II ci I I LL w I ° II w P II o I va I 0 I @ I Ix I II II w u- I I w I I u cn a I I v I I cn0 w o I I <<� I I w 0 o II II o I I �>, ROOF PITCH ROOF PITCH I w w I o 0 _ P I i � L W kIdG I L W RID I � o z — ZI � I xI �� G w �� I w Q� NEW RAF ER06 <�L- LV — — �� `�O @ 24"O.C. YP.) _ 0 W �0 za Ur zo_ II I w w o I = d IILL I o a I I I ROOF PITCH ROOF PITCH I I 0 N O 0 I 10 I I w I NEW I r- L — WINDOW HEADER — WINDOW H ADER — — —WINDOW HEADER J I Q u) ..ITS : -- � - - Iw O x I a NE WOOD FTE S SPA ED AT 2 "O.0 a w 0 N WY4"T G O I Pl YWOO ` FINAL. MAP ROO1F FRAMING PLAN REVIEWED BY ZBA DECISION# DATED: ARCHITECT: DRAWING TITLE: REVISIONS SEAL: '"µ DATE:1/912025 SCALE: 114"=V-0' Ciardullo ROOF FRAMING PLAN N0. DESCRIPTION DATE � �' - #�S ��' , DRAWN BY: G,VARTHALAMIS ARCHITECTURE&ENGINEERING,PC �'a' �:r. ''` ��`> DWG NO, DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. NEW YORK,NY 10036 240 KNOLL CIRCLET:(212) S103 ,00 " www.cardullo.0com EAST MARION, NY 11939 . P ,�� PLUMBING NOTES: 10 e 1. ALL NEW PLUMBING FIXTURES, FITTING AND �P PpP ACCESSORIES ARE TO BE PROVIDED AND °k 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 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 BATHROOM 1„ 12��/ MASTER GYPSUM WALL BOARD. 5. LATICRETELIQUID-APPLIED WATERPROOFING 12� 12' BATHROOM MEMBRANE TO BE INSTALLED WALL-TO-WALL r I I __T `I AT ALL DAMP AND WET LOCATIONS (KITCHEN LAUNDRY ROOM �� I �� I �„ AND BATHROOM)AND TO EXTEND UNDER ALL 112 I 112 12 I 11� 112 12 1 NEW SHOWER PANS, TUBS,AND APPLIANCES. 1 I NEW TLT I I 1 12 MEMBRANE TO EXTEND 6 UP WALL SURFACES NEW SINK @ @ NEW I NEW TLT @ I I AT ALL SIDES. NEW TUB @ I LOCATIO II NEW SINK NEW LOCATION I�EW LOCATI N NEW TUB @ I NEW SWR @ @ EXST'G 6. THE INSTALLATION AND ALTERATION OF ALL NEW LOCATIO I 3„ NEW I EXST'G LOCATION EXSt LOCATION APPLIANCES, EQUIPMENT AND SYSTEMS 11„ I WM REGULATED BY THE NEW YORK CITY FUEL GAS 2 DRAIN LOCATION 12„ SECOND FL CODE, THE NEW YORK CITY PLUMBING CODE CO 2" 3" CO 3 2' 3" 2" CO AND THE NEW YORK CITY MECHANICAL CODE 3"WASTE LINE I 3"WASTE LINE SHALL COMPLY WITH THE PROVISIONS OF BC 28-101.4.3.1. KITCHEN BATH RM 1Z�� 7. NEW WASTE LINES TO SLOPE%" PER V-0". 12 8. REMOVAL OF EXISTING PLUMBING TO BE IN ACCORDANCE WITH CHAPTER 3 OF THE 2014 NYC PLUMBING CODE. 12 NEW DW N 112 12 112 I 12 9. NEW PLUMBING IN KITCHEN AND BATHROOMS NEW I NEW SINK @NEW 1 1Z 1 LAUNDRY ROOM TO BE IN ACCORDANCE WITH CHAPTERS 3, 4, 6, 1 LOCATION A D) (LOCATION NEW SINK @ I NEW TUB @ NEW TLT I I &7 OF THE 2014 NYC PLUMBING CODE. (RELOCATED) NEWEXS SINK EXST'G I @ EXST'G I 10. KITCHEN:ALL FIXTURES TO BE REMOVED AND EXST' LOCATION 77�; LOCATION RELOCATED. FIXTURE COUNT TO REMAIN THE NEW 4" EXTERIOR NEW SAME. PLUMBING AND VENT LINES TO BE F.A.I. SWR W 3" FIRST FL EXTENDED TO NEW LOCATION. CO11. PRIMARY BATHROOM: ALL FIXTURES TO BE CO CO 21 311 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 )S- UMBING RISER : NTS FINAL MAP REVIEWED BY ZB DEcjSioN# .. ARCHITECT: ■ DRAWING TITLE: REVISIONS SEAL: ,�� """" DATE:119/2025 SCALE: NTS Ciardll0 PLUMBING RISER DIAGRAM N0. DESCRIPTION DATE � �� ,��YY�,� DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE r ' 417 FIFTH AVE,8TH FL. � NEW YORK,NY 10036 240 KNOLL CIRCLE T:(212)245-0010 07 an WWW.ciardullo.com EAST MARION, NY 11939 . Pi 00 ,00 r 417 Fifth Avenue,8th Floor Ciarduflb New York, NY 10016 212-245=0010 architecture & engineering www.ciardullo.com August 27; 2025 Received 4 To: Town of Southold Zoning Boaed of Appeals AU 53095 Route 25 G 2 Z�25 Southold, NY 11971 Zonin 9 Board of Appeals Re: Rontiris ZBA Application#8026 Dear Board, With respect to Application '#8026, the Southold Town ZBA has requested additional information regarding the existing and proposed lot coverage. The Lot Area of the subject property is 9,778.76 square feet: The property lot coverage is as follows: House: 1,726 square feet Deck:658 square feet Stoop:40 Square feet Total.Z424 square feet, or 25%of lot area The proposed plans do not contemplate .any change .to the.lot coverage of the subject property. Therefore,the proposed property lot coverage is as follows: House: 1,726 square feet Deck:658 square feet Stoop:40 Square feet Total:2,424 square feet, or 25%of lot area Please do not hesitate to contact us should you have any additional questions or concerns Respectfully, + George Varthalamis,AIA Ciardullo Architecture& Engineering F' Page 1 of 1 Received COUNTY OF SUFFOLK JUN 16 2025 Zoning Board of Appeals EDWARD P. ROMAINE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF ECONOMIC DEVELOPMENT AND PLANNING SARAH LANSDALE COMMISSIONER ELISA PICCA CHIEF DEPUTY COMMISSIONER June 13, 2025 Town of Southold Zoning Board of Appeals P.O. Box 1179 Southold,NY 11971 Attn: Leslie Kanes Weisman Dear Ms. Weisman: Pursuant to the requirements of Sections A 14-14 thru A 14-25 of the Suffolk County Administrative Code, the following application submitted to the Suffolk County Planning Commission is to be a matter for local determination as there appears to be no significant county-wide or inter-community impacts. A decision of local determination should not be construed as either an approval or disapproval. Applicant Municipal File Number Rontiris,Nicholas #8026 Comment: 1. Erosion and sediment control measures should be required during and immediately after construction to ensure that stormwater runoff will not carry eroded and other deleterious materials into Spring Pond Very truly yours, �"X_&I W/eC � By Christine DeSalvo Joseph E. Sanzano,Planning Director Division of Planning and Environment JES/cd H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,2nd FI ■ P.O.BOX 6100 ■ HAUPPAUGE,NY 11788-0099 -f�file, (,-)00Crk-_r a /Rt'- CE LOCATION: , ' ` Q `;,'" MAILING ADDRESS: own Hall Annex P.O.Box 1179 ' 54375 State Route 25 Southold,NY 11971 r 03 (cor. Main Rd. &Youngs Ave.) Telephone:631765-1938 Southold, NY 11971 �Or AA� ' � �r LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Leslie Weisman, Chair Received Members of the Zoning Board of Appeals AUG 01 2025 From: Mark Terry, Assistant Town Planning Director . LWRP Coordinator r� ®ft Z'Oni Date July 30, 2025 Re: LWRP Coastal Consistency Review for ZBA File Ref NICHOLAS AND ASPASIA RONTIRIS #8026 SCTM No. 1000-37-5-15. See ZBA decision 4118 regarding deck. NICHOLAS AND ASPASIA RONTIRIS #8026 - Request for Variances from Article XXIII, Section 280-124,Article XXXVI, Section 280-207; Article XXXVI, Section 280-208A; and the Building Inspector's April 10, 2025 Notice of Disapproval based on an application for a permit to demolish(as per Town Code definition) and reconstruct a single family dwelling; at 1) less than the code required minimum side yard setback of 10 feet; 2) less than the code required minimum combined side yard setback of 25 feet; 3) less than the code required minimum rear yard setback of 35 feet; 4)more than the code permitted maximum lot coverage of 20%; 5) gross floor area exceeding permitted maximum square footage for lot containing up to 10,000 square feet in area; 6)the construction exceeds the permitted sky plane as defined in Article I, Section 280-4 of the Town Code; located at: 240 Knoll Circle, (Adj. to Spring Pond) East Marion,NY. SCTM No. 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 INCONSISTENT with the below-listed Policy Standard and therefore is INCONSISTENT with LWRP. 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. 1. Reconstructed structures that do not meet regulatory setbacks, gross floor area(size), and height on small waterfront parcels do not support or enhance community character or minimize the effect of development on the environment. 2. Structures that breach the maximum lot coverage of 20 percent do not support or enhance community character. Pursuant to Chapter 268,the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Paul DeChance, Town Attorney 1 ' 1 n Goldsmith,President ��SU¢F01,�C0 I Town Hall Annex Glenn �O Gym A.Nicholas Krupski,Vice President o .� 54375 Route 25 Eric Sepenoski P.O.Box 1179 Liz Gillooly Southo�a0�� hone 63r 11971 Elizabeth Peeples Telephone( )765 1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: .2VZ— Completed in field by: C 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 35.1�1' by 3.1-0' 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: ,G Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: ,> G. Goldsmith ZN. Krupski 30 E. Sepenoski At 3 L. Gillooly SSE. Peeples f ode NA� rW �� 1S S TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. Received NOTICE OF DISAPPROVAL MAY 21 2025 DATE:April 10,202�5 oning Board of Appeals TO: Nicholas Rontiris 160 Circle Drive Manhasset,NY 11030 Please take notice that your application dated February 21, 2025: For permit:to demolish(as per Town Code definition)and reconstruct a single-family dwelling at: Location of property: 240 Knoll Circle, East Marion,NY County Tax Map No. 1000—Section 37 Block 5 Lot 15 Is returned herewith and disapproved on the followin nds: The proposed construction on this nonconformin 940 J. ft. lot in the R-40 District is not permitted pursuant to Article XXIII Section 280-12 ,:.w ich states lots measuring less than 20,000 square feet in total size require a minimum side yard setback of 10 feet, a combined side yard setback of 25 feet,a rear yard setback of 35 feet and maximum lot coverage of 20%. The 9 proposed construction has a minimum side yard setback of 4 feet 1.5 inches, a combined side yard setback of 14 feet'/z inch, a rear yard setback of 32 feet 2 inches and lot coverage at 24%. Secondly,the proposed construction is not permitted pursuant to Article XXXVI Section 280- 207A(b),which states; "the gross floor area shall not exceed the permitted square footage calculated as follows: Lots containing up to 10,000 square feet of lot area: 2,100 square feet maximum." The permitted gross floor area is 2,100 sq. ft: The proposed gross floor area is 2,951 sq. ft. Lastly,the proposed single-family dwellingipermitted pursuant to 280-208(A)which states, "Any building or structure on any lot in the A-C,R-40, R-80,R-120,R-200, and R-400 Zoning Districts must be within the sky plane." The proposed construction exceeds the permitted sky plane. Authorize ignature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE House No.240 Street Knoll Circle Hamlet East MarAnc ;p ICU SCTM 1000 Section: 37 Block: 5 Lot(s) 15 Lot Size: 9,940 Zone R40_ 7 2025 I(WE)APPEAL THE WRITTEN DETERMINATION OF THE Bi� T�INSPECTOR DATED February 21,2025 BASED ON SURVEY/SITE PLAN DATED 1- - and of Appeals Owner(s):Nicholas&Aspasia Rontiris Mailing Address: 160 Circle Drive,East Marion Telephone: 516-312-3874 Fax: Email: nontiris@gmail.com NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent, architect,builder,contract vendee,etc.and name of person who agent represents: Name of Representative:Patricia C.Moore for(X)Owner( ) Other: Address: 51020 Main Road,Southold,NY 11971 Telephone: (631)765-4330 Fax: (631)765-4643 Email: pcmoore(a-,mooreattys.com Please check to specify who you wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), ( X)Authorized Representative, ( )Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 1-9-25 and DENIED AN APPLICATION DATED 2-21-25_FOR: ( X)Building Permit ( ) Certificate of Occupancy ( )Pre-Certificate of Occupancy ( ) Change of Use ( )Permit for As-Built Construction ( ) Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article:XXII Section:280-124 side yard (existing house)4.1.5,combined yard 14.5'Rear Yard 32.2 and Lot coverage 24% XXXVI 280-207A(b)GFA permitted 2,100 requested 2,951 SF 280-208(A)sky plane(exceeded) (Subsection: Type of Appeal. An Appeal is made for: (X )A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Request for Reversal or Overturn the Zoning Officer's Denial Other A prior appeal( X)has, ( )has not been made at any time with respect to this property,UNDER Appeal No(s).4118 Year(s). 1992 (deck in the side yard). (Please be sure to research before completing this question or call our off ce for assistance) Page 2, Area Variance Application Revised 6/2023 REASONS FOR APPEAL Received �) (Please be specific,additional sheets may be used with preparer's signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the ighbor or a de nim�t o nearby properties if granted,because: Zoning Board of Appeals A. Article:XXII Section:280-124 side yard(existing house)4.1.5,combined yard 14.5'Rear Yard 32.2 and Lot coverage 24% B. XXXVI 280-207A(b)GFA permitted 2,100 requested 2,951 SF C. 280-208(A)sky plane(exceeded) The property is improved with an existing house which predates zoning and an existing deck which received a variance in 1993 (Appeal 34118). The owner merely wishes to make alterations to the existing second floor and construct a full second floor over the existing first floor. The second floor was designed within the first floor and maintains the existing setbacks of the house.The second floor was also stepped in to conform to the code compliant side yards. The existing house contains one bedroom on the first floor and two bedrooms on the second floor. The ceiling heights on the second floor do not conform with building codes and the proposed dormers will provide proper ceiling heights to the second floor. The bedroom on the first floor would also be relocated to the second floor. Significant effort was taken to design additions and alterations which maintain the existing footprint and to avoid variances. However,the building department was concerned with the age of the existing structure and the extent of the alterations which may be needed after construction starts,therefore the project was determined to be"demolition"and reconstruction necessitating the numerous variances for the preexisting structure. The proposed construction of the existing house will improve the overall function of the house;the first floor will be renovated and open the space for the family. The existing first floor rooms are small and compartmentalized;the rooms are designed to be more open. _ The house is pre-existing and cannot conform to the GFA and Sky plane. The lot is tapered,wider along the water and narrow along the road(Knoll Circle). The parcel is Lot 31 of Gardeners Bay Estates;the parcel is on the water and protected by a bulkhead and retaining walls and landward of a lagoon. The proposed GFA is 2,951 SF and the average GFA of the surrounding homes is 3,098 SF. The proposed is less than the average.The homes along both sides of the street were reviewed to calculate the average GFA,there are no homes across from Knoll Circle(it is HOA community space-park). The existing house crosses the sky plane,therefore the alterations to the existing house cannot conform to the sky plane. 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue,other than an area variance,because: The home exists. There are no plans to demolish the existing house. The basement and several exterior and interior walls on the first floor are retained. The second-floor roof must be removed because the ceiling heights of the second floor are inadequate. The second floor will be new;however,it is stepped back to conform with the side yard setbacks. The variance is needed for the existing first floor. The proposed additions and alterations conform to the average GFA,the house remains in conformity to the character of the neighborhood and to the permissible average GFA. 3.The amount of relief requested is not substantial because: It is an existing house. The house was constructed prior to zoning and prior to the new sky plane and GFA limitations. The existing deck received a variance,and the owner intends to resurface the deck and replace wood with composite material. The existing deck was constructed with the required permits. The overall design of the completed deck(CO)appears slightly different than their application. The applicant proposes to keep the deck design,as built,and as shown on the proposed plans. The existing deck which was issued a certificate of occupancy after it was built appears to be a di minimis modification to the original plan approved by the Zoning Board in 1993. 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: The proposed construction is over the existing structure with some minor modifications to the first floor. A doorway on the first floor is relocated to the east side and new windows and siding is proposed on the first floor. The Trustees issued a permit for the proposed construction. The new second floor was not considered a demolition and reconstruction during the Trustee's permit process. The same plan provided to the building department and the Zoning Board was approved by the Trustees. The existing sanitary system was installed in 2014. W , ill ensure that the sanitary system is approved by the Trustees. The Trustees permit will also need t� ]]��,,ed for the building inspector's determination of"demolition and reconstruction". (To being all permity'ied ��n consistency with each other) MAY 2, 2025 5.Has the alleged difficulty been self created? { }Yes,or{X )No Why: The 16Mrd e0sWng ppea�S • Are there any Covenants or Restrictions concerning this land? { }No {X)Yes(please furnish a copy)drafted and to be filed for Trustees non-turf buffer(waiting for final approval) • This is the MINIMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safety and welfare of the community. By signing this document,the PROPERTY OWNER understands that pursuant to Chapter 280- 146(B)of the Code of the Town of Southold,any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Signs of Applicant or Authorized Agent (Agent must submit written Authorization from Owner) Sworn to before me this day 1 D of .20 PIS &)I J I I nonn LLO o ary Public MADISON MESSINA NOTARY PUBLIC,STATE OF NEW YORK Registration No.01ME6370536 Qualified in Suffolk County Commission Expires February 5,2 - � 417 Fifth,Avenue, 8th Floor Clard Uf I O New York, NY 10016 212-245-0010 architecture& engineering www.ciardullo.com Re MAY 2 z 2025 May 1, 2025 Zoning Board of To Whom It May Concern, I, George Varthalamis, have evaluated the properties listed below, which comprise the five houses in either direction adjacent to 240 Knoll Circle, East Marion, NY(Tax Map Number 1000-37.-5-15). Based on my revieW of public records and visual inspection of the property, I certify that the average gross floor area of these houses is 3,098 squarefeet. The details of each house are as follows: Gross Floor Area (square Address Tax Map Number feet) 50 Knoll Circle 1000-37.-5-21 288.0 100 Knoll Circle 1000-37.-5-20 2260 . 150 Knoll Circle 1000-37.-5-18 2360 180 Knoll Circle 1000-37.-5-17 3400 210 Knoll Circle 1000-37.-5-16 2715 270-Knoll Circle 1000-37.-5-14 2351 300 Knoll Circle 1000-37:-5-13 2225 330 Knoll Circle 1000-37.-5-12 2722 380 Knoll Circle 1000-37.-5.11 4180 860 Bayview, Dr 1000-37.-5-10.1 5887 AVERAGE 3098 Should you have any questions, please do not hesitate to contact me. Sincerely, Thanks. ' ► George Varthalamis, AIA Ciardullo Architecture & Engineering G�N ,� Zoning Board of Appeals '6CeiVLzd APPLICANT'S PROJECT DESCRIPTION APPLICANT: Nicholas Rontiris SCTM No. 1000-37-5-15 14AY 212025 1.For Demolition of Existing Building Areas Zoning go and cat gApe !s Please describe areas being removed:Removals include various interior first floor walls to reconfigure It space, portions of the roof structure to enable the construction of dormers and increase the head height at the second floor,and existing windows and siding. II.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: N/A Dimensions of new second floor:24'-6"x 45'-10"(this area is partially within the area of ext'g roof removal: Dimensions of floor above second level: N/A Height(from existing natural grade):25'-8" Is basement or lowest floor area being constructed?If yes,please provide height(above ground)measured from natural existing grade to first floor: No M.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: basement,first floor partial second floor/attic Number of Floors and Changes WITH Alterations: same as existing,the second floor/attic is being enlarged IV.Calculations of building areas and lot coverage,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property:2,790 SF Proposed increase of building coverage: none Square footage of your lot: 9,778 SF Percentage of coverage of your lot by building area(lot coverage)24% Gross Floor Area(GFA)of single family dwelling including the attached garage and/or habitable detached accessory structure: (Please refer to Chapter 280, Section 280-207 of the Town Code): 2,951 SF For Residential lots,is project within the allowable Sky Plane?(Please refer to Chapter 280, Section 280-208 of the Town Code): existing house is slightly outside the allowable sky plane at the east side.The proposed second floor addition area is within the allowable sky plane. V.Purpose of New Construction:Relocate bedrooms to the second floor to enlarge the living areas on the first floor. VI.Please describe the land contours(flat,slope %,heavily wooded,marsh area,etc.)on your land and how it relates to the difficulty in meeting the code requirement(s): Describe on separate page if needed: The alterations are limited to within the existing house footprint,so the land surrounding the home will not be affected. Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. evised 6/2023 QUESTIONNAIRE ` l FOR FILING WITH YOUR ZBA APPLICATION MAY 21 2025 10�0 A. Is the subject premises currently listed on the real estate market for- al Yes XNo onf19 150AFd 6f Appo l§ B. Are there any proposals to change or alter land contours? XNo Yes,please explain on separate sheet. C. 1.)Are there areas that contain sand or wetland grasses? Seaward of bulkhead 2.)Are those areas shown on the survey submitted with this application?yes 3.)Is the property bulk headed between the wetlands area and the upland building area? yes 4.)If your property contains wetlands or pond areas,have you contacted the Office of the BOARD OF TRUSTEES for its determination of jurisdiction?yes Please confirm status of your inquiry or application with the Board of Trustees: wetland permit issued for project If issued,please attach copies of your permit listing conditions of approval with a copy of the approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? Retaining walls to bulkhead E. Are there any patios,concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting?no If any of the aforementioned items exist on your property,please show them on a site plan. F. Are there any construction projects currently in process on your property?no If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe scope of work: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If none exist,please apply to the Building Department to obtain them or to obtain an Amended Notice of Disapproval. Pre-CO inspection completed 4/2025 H. Do you or any co-owner also own other land adjoining or close to this parcel?no If yes,please label the proximity of your lands on your survey and identify the Suffolk County Tax Map No. N/A I. Please list present use or operations conducted at your property,and/or the proposed use existing dwelling with attached garage,existing deck,existing retaining walls J. (examples:existing single family,proposed:same with garage,pool or other) 5-7-25 Aut ized signature Date -P S" OLX'� Town of Southold 5/23/2025 0��0 cOGy& 53095 Main Rd Southold,New York 11971 Rec yfed MAY 2.9 2021z- PRE EXISTING zoning Board of Appeals CERTIFICATE OF OCCUPANCY No: 46186 Date: 5/23/2025 THIS CERTIFIES that the,structure(s) located"at: 240 Knoll Cir, East Marion SCTM#: 473889 Sec/Block/Lot: .37.-5-15 Subdivision: Filed Map No. Lot No. conforms,substantially to the requirements for a built prior to APRIL 9, 1957 pursuant to which CERTIFICATE OF OCCUPANCY NUMBER Z- 46186 dated 5/23/2025 was issued and conforms.to all the requrrements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Wood frame single family dwelling with garage under.* Violation of Southold Town Code 144-8: Construction without first obtaining a building permit for "as built" alterations.-including air conditioning and newer windows and doors. The,certificate is-issued to Rontiris,Nicholas&Aspasia (UWhr•.R) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL,.CERTIFICATE NO. PLUMBERS CERTIFICATION DATED *PLEASE SEE ATTACHED INSPECTION REPORT. Rhoiz S nature h BUILDING DEPARTMENT TOWN OF SOUTHOLD Fteceived �)� HOUSING CODE INSPECTION REPORT MAY 2 g 2025 LOCATION: 240 Knoll Cir,East Marion Roard of Appeals SUFF.CO.TAX MAP NO.: 37:5-15 SUBDIVISION: NAME OF OWNER(S): Rontiris,Nicholas&Aspasia OCCUPANCY: ADMITTED BY: SOURCE OF REQUEST: Milne Gladys J Inev Trust DATE: 5/23/2025 DWELLING: #STORIES: 1 #EXITS: 2 FOUNDATION: Stone&concrete block CELLAR: CRAWL SPACE: BATHROOM(S): 1 TOILET ROOM(S): 1 UTILITY ROOM(S): PORCH TYPE: DECK TYPE: PATIO TYPE: BREEZEWAY: FIREPLACE: 1 GARAGE: Under DOMESTIC HOTWATER: Yes TYPE HEATER: Electric AIR CONDITIONING: TYPE HEAT: Oil WARM AIR: Forced hot air HOT WATER: #BEDROOMS: 3 #KITCHENS: I BASEMENT TYPE: OTHER: ACCESSORY STRUCTURES: GARAGE,TYPE OF CONST: STORAGE,TYPE OF CONST: SWIMMING POOL: GUEST,TYPE OF CONST: OTHER: VIOLATIONS: Violation of Southold Town Code 144-8 construction without first obtaining a building permit for "as built'alterations,including air conditioning and newer windows and doors. REMARKS: INSPECTED BY: JOHNJ DATE OF INSPECTION: 1/7/2025 TIME START: END: FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT MAY 21 2025 Office of the Building Inspector Town Hall 10n1«9 Board of Appeals Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-22252 Date APRIL 9, 1993 THIS CERTIFIES that the building ADDITION Location of Property 240 KNOLL CIRCLE, EAST MARION N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 37 Block 5 Lot 15 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 16, 1992 pursuant to which Building Permit No. 21236-Z dated FEBRUARY 23, 1993 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is DECK ADDITION TO EXISTING ONE FAMILY DWELLING TO CONDITIONS OF ZONING BOARD OF APPEALS #4118. The certificate is issued to GLADYS J. MILNE (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A ilding Inspector Rev. 1/81 TOWN OF :SO.UTHOLD`BUILDING DEPT. Q cao . 631-765-1802CL '- -0 o V-..q I ON- INSPECTI .co :0 cm _ [ ] :FOUNDATION 1ST/ REBAR [ ] ROUGH-PLBG. - [ ] FO.UNDATION'2ND [` ]. INSULATION/CAULKING 0 [ ] FRAMING /STRAPPING [ ] FINAL- . FIREPLACE & CHIMNEY [ .] ,FIRE SAFETY INSPECTION "] -FIRE'RESISTANT CONSTRUCTION :[ ]..-FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) - [ ] ELECTRICAL (FINAL) CODE VIOLATION [' ]PRE C/O [ ] RENTAL k REMARKS: PITAIA in' Wc,-- lojeft nv�-/i,/w ni a r� ke-, ((w��l AA, _ DATE 1 f - 'INSPECTOR' VFf < �� L.HARRIS APPEALS BOARD MEMBERS Ij G� Re : -V,M, ervisor Gerard P.Goehringer,Chairman pMAY �o�vg ll,53095 Main Road Serge Doyen,Jr. P.O.Box 1179 James Dinizio,Jr. �a�� Zoning BoarcS09ttMA00 +York 11971 Robert A.Villa Fax(516)765-1823 Telephone(516)765-1809 Telephone(516)765-1800 BOARD OF APPEALS TOWN OF SOUTHOLD ACTION OF THE BOARD Appl. No. 4118. Upon application of GLADYS L. MILNE. A Variance is requested under Article XXIII, Section 100-239.4B and Section 100-244B for permission to build a wooden patio deck with an insufficient sideyard setback, insufficient setback from existing bulkhead, and with lot coverage at more than 20% of the code limitation. Location of Property: 240 Knoll Circle, East Marion; County Tax Map District 1000, Section 37, Block 5, Lot 15; Gardiners Bay Estates Lot No. 31. WHEREAS, a public hearing was held on July 29, 1992, at which time all those who desired to be heard were heard and their testimony recorded; WHEREAS, the Board has carefully considered all testimony and documentation submitted concerning this application; WHEREAS, Board Members have personally viewed and are familiar with the premises in question, its present (R-40) zoning, and the surrounding areas; and WHEREAS, the Board made the following findings of fact: 1. By this application, appellant seeks a variance under Article XXIII, Section 100-239.4B for approval of a new wooden deck over the existing patio area and extending in a northerly direction, along the westerly side of the dwelling. The setback requested is approximately one foot from the westerly property line and 36+- feet approximately from the outer edge of the existing southerly bulkhead. The lot coverage variance requested would be 821 sq. ft. over the allowable 20% (or 29.4%) . 2. The premises in question is identified on the Suffolk County Tax Maps as District 1000, Section 37, Block 5, Lot 15 and contains a total lot area of 19,550+- sq. ft. 3. The dwelling as exists presently has the following nonconformities: (a) sideyards at 11+_ ft. at the easterly side, and total sideyards at 23+- feet; (b) setback between the existing stone/concrete wall and the lower bulkhead approximately 30 feet; (c) setback from the southerly {rear) Page 2 - Appl. No. 4118 Matter of GLADYS J. MILNE Received Decision Rendered August 18, 1992 MAY 3 12025 �b Zoning Board of Appeals end of the dwelling is shown to be 50+- feet to the outer edge of the bulkhead along Spring Pond. The patio area which exists and will be replaced by a wooden deck is located at the southwesterly side of the dwelling, is landward of the timber retaining walls, and has a side yard setback of approximately one foot. 4. Article XXIII, Section 100-239.4B of the Zoning Code requires all buildings and structures located on lots upon which a bulkhead, concrete wall, rip-rap or similar structure exists and which is adjacent to tidal water bodies other than the Long Island Sound to be set back not less than seventy-five (75) feet from the bulkhead. The land area which is the subject of this requirement is lanedward of the timber retaining walls and extending northerly, within the westerly side yard area, a distance of 54 feet. 5. Article XXIV, Section 100-244B, and Bulk Area-Setback Schedule provides for 20% lot coverage for all buildings. The total for the dwelling as exists is approximately 1700 sq. ft. The area of the proposed wooden deck is approximately 925 sq. ft. 6. In considering this application, Board Members find that the relief as requested is substantial and finds an alternative, with a three foot minimum setback from the side property line to be the minimum necessary under the circumstances, and finds: (a) the relief requested is not substantial in relation to the existing nonconforming setback from the bulkhead along Spring Pond and setback from the side property line for the patio, to be replaced by this wooden deck; (b) the construction is for an open deck addition without a foundation or basement and without a screened or permanent-type enclosure - this type of construction is not major and will aid the stability of the variable land contours; (c) the relief, as alternatively granted, will not alter the essential character of the neighborhood - the topography of parcels in the immediate area have differences in topography, shape and character in relation to the creek shorelines; (d) the practical difficulties are uniquely related to the property and are not personal to the landowner; (e) the grant of alternative relief, as noted below, will not in turn be adverse to the safety, health, welfare, comfort, convenience or order of the town, or be adverse to the neighboring properties; Page 3 - A 1. No. 4118� � g PP P�,��a�� Matter of GLADYS J. MILNE Decision Rendered August 18, 1992 MAY 21 2025 10 Zoning Board of Appeals (f) in view of all the above, the interests of justice will be served by granting alternative relief, as conditionally noted below. Accordingly, on motion by Mr. Goehringer, seconded by Mr. Dinizio, it was RESOLVED, to DENY the relief as requested with a setback at one foot from the side property line; and BE IT FURTHER RESOLVED, to GRANT alternative relief with a yard setback from the westerly property line not closer than three feet, and SUBJECT TO THE FOLLOWING CONDITIONS: 1. The setback from the bulkhead shall not be less than 36+- feet - as exists for the patio and must be landward of the timber retaining walls, as requested; 2. The open deck construction shall remain open and unroofed, and shall not be permitted to be enclosed in any manner; 3. The setback from the westerly side yard shall be not less than three feet; 4. The patio area may be replaced only with wood construction and with no other structural changes - the deck shall be stepped out of wood with no disruption of existing grade; 5. .Copy of final construction diagram shall be submitted for review and acceptance by the Z.B.A. Chairman to show set- backs, lot coverage, etc. before issuance of building permit. 6. Lighting must be shielded to the property and shall not create glare to other areas. Vote of the Board: Ayes: Messrs. Goehringer, Doyen, Dinizio, and Villa. This resolution was duly adopted. lk GERARD P. GOEHRIN ER, CHAT RECEIVED AND FILED BY" THE, SOUTHOLD TOWN CLERK DATE �/ SOUR �/y f Town Clerk, Town of goUth-01 AGRICULTURAL DATA STATEMENT Received ZONING BOARD OF APPEALS MAY 2.1 2025 TOWN OF SOUTHOLD WHEN TO USE THIS FORM: This form must be completed by the app1ica4fi01Jn9@ ib uIpPeals permit,site plan approval, use variance, area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant:Nick Rontiris 2. Address of Applicant: 160 Circle Drive,Manhasset NY 11030 3. Name of Land Owner(if other than Applicant):Nick and Aspasia Rontiris 4. Address of Land Owner: same 5. Description of Proposed Project: 2"floor addition to existing house and renovation of existing house 6. Location of Property: (Road and Tax map Number) 1000-37-5-15 7. Is the parcel within 500 feet of a farm operation? { } Yes { x) No 8. Is this parcel actively farmed? { } Yes { x} No 9. Name and addresses of any owner(s)of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office(765-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1. 2. 3. 4. 5. 6. (Please use the back of this age if there are additional property owners) Signature of App scant Date Note: 1.The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3.Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. 6I Z20 Appendix Received Short Environmental Assessment Form Instructions for Completing MAY 21 2025 Boar of Appeals Part 1-Project Information. The applicant or project sponsor is responsible for the on o art 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information 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: 2111 floor alteration and addition,renovation of first floor-work deemed demolition and Reconstruction,new sanitary system Name of Applicant or Sponsor: Telephone:516-312-3874 Nicholas&Aspasia Rontiris E-Mail:nrontiris@gmail.com Address: 160 Circle Drive NY 11030 City/PO: Manhasset State:NY Zip Code: 11030 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? x If Yes,attach a narrative description of the intent of the proposed action and the environmental resources t hat 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:Amend Trustees inspection 3.a.Total acreage of the site of the proposed action? 9,940 SF acres b.Total acreage to be physically disturbed? 0 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 9,940 SF acres 4. Check all land uses that occur on,adjoining and near the proposed action. 9 Urban 9 Rural(non-agriculture) 9 Industrial 9 Commercial 9 Residential(suburban)X 9 Forest 9 Agriculture 9 Aquatic 9 Other(specify): 9 Parkland Page 1 of 4 J 5. Is the proposed action, r NO YES N/A a.A permitted use under the zoning regulations? Received x V* b.Consistent with the adopted comprehensive plan? x 6. Is the proposed action consistent with the predominant character of the existi4milla=I NO YES landscape? x 7. Is the site of the proposed action located in,or does it adjoin,a state 1' tica jB s nvironmental Area? NO YES If Yes,identify: x 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES x b.Are public transportation service(s)available at or near the site of the proposed action? x c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? x 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: x 10. Will the proposed action connect to an existing public/private water supply? NO YES x If No,describe method for providing potable water: 11.Will the proposed action connect to existing wastewater utilities? NO YES x If No,describe method for providing wastewater treatment:New sanitary system 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? x b.Is the proposed action located in an archeological sensitive area? x 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? x b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? x If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ® Shoreline ❑ Forest ❑ Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ❑ Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? x 16.Is the project site located in the 100 year flood plain? NO YES x 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES 'If Yes, x a.Will storm water discharges flow to adjacent properties? ®NO ❑ YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: Z NO ❑ YES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? x If Yes,explain purpose and size: MAY 212025 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? Zoning Board of Appeals x 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? x If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Date: Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archae ological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 k � No,or Moderate small to large MAY 2.1 2025�m impact impact 'fib`"' may may Pnnrd Of Appeals 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. 9 Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. 9 Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 = r Received Board of Zoning Appeals Application MAY 2"12025 OWNER'S AUTHORIZATION zoning Board of Appeals (Where the Applicant is not the Owner) 1,Nicholas Rondris and Aspasid Rontiris residing at 240 Knoll Circle,East Marlon, NY do hereby authorize Patricia C. Moore to apply for variance(s)on my behalf from the Southold Zoning Board of Appeals. By signing this document,the Property Owner understands that pursuant to Chapter 280- 146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shah become nuZ and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one(1)year terms.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED THE FRAME DESCRIBED HEREIN. r Owner Name Owner Name Received APPLICANT MAY 11 202pb TRANSACTIONAL DISCLOSURE FORM (FOR SUBMISSION BY OWNER and OWNERS AGENI&ning Board of Apt The Town of Southolds Code of Ethics prohibits conflicts of interest on the part of Town officers and employees. The purpose of this form is to provide information,which can alert the Town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Nicholas and Aspasia Rontiris AND PATRICIA C.MOORE NATURE OF APPLICATION:(Check all that apply.) Tax Grievance Variance X Special Exception If Other, name the activity: Change of Zone Approval of Plat Exemption from Plat or Official Map Other Trustees Do you personally,(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?Relationship includes by blood,marriage, or business interest. A business interest means a business, including a partnership, in which the Town officer or employee has even a partial ownership of(or employment by) a corporation in which the Town officer or employee owns more than 5%of the shares. YES NO X Complete the balance of this form and date and sign below where indicated. Name of person employed by the Town of Southold: Title or position of that person: Describe that relationship between yourself(the applicant) and the Town officer or employee. Either check the appropriate line A through D(below)and/or describe the relationship in the space provided. The Town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day of Signature: Signature: Patricia C.Moore Town of Southold f LWRP CONSISTENCY ASSESSMENT FORM Received A. INSTRUCTIONS MAY 21 2025 Board of AppOals 1. All applicants for permits* including Town of Southold agencies, shoalVgcomplete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law.This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list,policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net),the Board of Trustees Office,the Planning Department,all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1000-37-5-15 The Application has been submitted to(check appropriate response): ZBA Town Board ❑ Planning Dept. ❑ 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: _2"d floor addition and alteration to the existing dwelling and renovation of first floor. New IA sanitary system proposed Location of action: 240 Knoll Circle, East Marion Site acreage: 9,940 SF Received VJ)AP Present land use: existing house MAY 24 2025 Present zoning classification: r-40 Zoning Board of Appm-�s 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&Asposia Rontiris (b) Mailing address: 160 Circle Drive,Manhasset NY 11030 (c) Telephone number:Area Code(516 )312-3874 (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No N If yes, which state or federal agency? 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. N Yes ❑No ❑Not Applicable The existing house is preexisting nonconforming as to setbacks. The owners wishes to add a second floor and alter the existing second floor to relocate the 3 bedrooms to the 2nd floor. The first floor will be renovated. The building department deems the work a demolition and reconstruction,however,the existing structure will be renovated and the foundation remains unchanged with the first floor substantially staying the same.A new sanitary system is required because it is a"demolition'. Trustees approved the proposed project,thereafter the building department determined the work was demolition and reconstruction(but the work has not changed from what was submitted to the trustees) 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 N 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 Received 0� ® Yes El No ❑ Not Applicable 0 MAY 2 1 ZOO improvements to existing dwellings enhances the visual quality of scenic resources Zoning 3Bcmw L f peo 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 all work is above flood zone.The property is protected by a lagoon, a bulkhead and retaining walls. 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 _a new sanitary system improves the water quality. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III — Policies; Pages 22 through 32 for evaluation criteria. ❑Yes ❑No ®Not Applicable Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Received bata ❑Yes ❑No ®Not Applicable MAY 2'J 2025 zoning Board o 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 Z Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III —Policies; Pages 38 through 46 for evaluation criteria. ❑Yes ❑ No. ®Not Applicable Community access adjacent to the subject property 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 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 5FAQ%1(Q' or evaluation criteria. MAY 2'1 zo25 906 ❑Yes ❑ No © Not Applicable zenina Board of Appaalf, 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 ❑x Not Applicable Created on 5125105 11:20 AM Ft ��: •t rIF' f-„•:. _ �� S�� to I NESM'... WAY a A �l`%i► 1;� Ilya 4 ,1 Zvi AppealWel ,W,,RCO . G . • • .v q _. In "NUN ,�; � i1• ,f•/ � ��j :^may/ �, JpA R.•a ,x»3•Il��S'�� ;G'' /r `Aid�Nia �� c a 3' i� 0. W iJ N G's+w'.��i I . . �,.• r , i",rid• ��' �' C,gt� OA•.Qw %`?A '` �/''s+ /- ` `te �, �i "• •t_Z"�Pi %`t!�l a ^� 'ryVOR,AF A4 rAr br c 1 a�' .:�_/r �\I ` �.'• " "'Ip'L1�.'°°` .hr4 t� v��i7, ov va lip ip .� le �� 4 a ► 's •�F h a•. k . "� �pn.11, � ems. '�<":4�1►;�►.!: cP� >� ��,'' � ►g; � - �f;,-' Sxi t;T M �r y � �.wi ��R i� - �t�� y v• � �'"-�'='� i. �9�=� 1 �'�ac�c►a��ib.. �JfElyNfa((b��G��Qi� \,%"� M<:.a.�9 ��1��- s' v _.:,.saw �� ld�. W ''� <��id I r!<i� .%;• �<�jt,�, r � f : .'s { f. IY r i MEL ALI - 1 ,r :,J��a,�'. ` , '�A `,r`�'a�..LT„��-rr•`1„J; L �P�'T� C� t J •, it �'� t� •� + y..s ��,� �I�r�Cr��,�` �� - sJ�I� ?9�•'^<a- �� `�� ;r��tP ,�j 'Yy�'�`�S?c �57��.�,�i��. ,.h`� keY� Y - _ r JT"^'' +wyk ,1.�i «gip• '` .la ` 'r ;f '1 �� - DM- `;rh -•'� `c ,I ., �:.,,j - i r !�r � �`;��••t,•-�ip,'��t�3s. yf -ar� -r.. u,�,,3-`f.�-11i1"��111 r r �� '•'1 �-`�- l �3 Y�� r}1.24 \' c F��e�j��'�� r ic�t �...��YJ �yq� r ,' F 1 cZ.. r �f �<ts�. t� � .'• Y s�•5ti� t Y^�. �, �dy;i� .,✓mac a, �ii�t4 h. 1 .$ r "�`"c' i I �,_.J t.+�j '� �� v}� � -.,. '� MM '� .'�. tip,•. -,y P: �..p ts. i nyj` �F� y tier J `d `t r 'F.,n ''� �✓Z�� •y..� ff�k•T i�y.��f � p�i�.',r,�.r fF'�"'J�< <-•�+i,�id- +,�-,r p,r��,',' `�y., ) s*.�.r-.�i,.s. � 1s�_: q`,7� n,. .��y i i �j�i��n�.i ,�/RZ yh/ � j'.-��z':a �,' l� . �Fa`�. ht �Iy� 2 `S ty'�tQtL�P�'�`'`,� ,.�., �� ,.}^,-�,•r'� _ '�,r \ �1= a�` �,,.:� '� r &(f. .1 'I' y r f��,•�i� Ie� d' � I. x'u ^�l;yi''x rx, �� a �•� �"�,�. i g(� �° to i !,� � ,"i, it �.-�"� r 1`�� /I/ �' .� J�• Af Ilk .cy`,�•`? Y a ref;l s a��yya c. -(. .. .. ..� :Sr"`�, r .� +.• 57,E ,} , Y _ s a �+. s,L 4 r �•_, �... 4,�• ., � ,�. -" � - � cam. Y�l,<.v '-�� i � O� :.eye• �' ��.i� � �. aY� r��7 1y, MR, .:. -m--,�►- t: �a:e�'� .,• . , ..'. 1.. gyp. �,7, <fr' OR lit�.yrAg�� k � ►83+'aA'��4b'J +w/ +d '` =` - :a � '__�:. �� .t`; .� �� ,f r» •� tc;. �'t: l ;air ,,£�, IM AM �roo FADM •a e' � E Yt,�t�.p��fll't1`�j.� �S� S'` `! I / ` �' Ira pr _- �. _ `w .a i I -ram - yy .y!'•, J �/�jty�_, � \ 4 r TOWN OF SOUTHOLD PROPERTY REd D O NER S n �C STREET VILLAGE DIST. ,,,,B. LOT to 1 1✓✓ems . 1 i�-. FORMER dWNER N E ACR. S W TYPE OF BUILDING RES. y /d i SEAS. VL. FARM COMM. CB. MILS. Mkt. Value LAND IMP. TOTAL DATE REMARKS -� /V oo � CJ 0© /�/3/�d �� JUi Oo o�? ��C�Cj ✓ �i/YI Jr 1300 Soo"Ev '7omo to 27 3 _ a� g3 g(>:it-A ls2 3 te -C c n _ EC 92615"? - n — i CD O AGE BUILDING CONDITION Z G &: > c, S�J-d 6- - —--- -- - --- -- -- - -— r - 474 --- NEW NORMAL BELOW ABOVE FARM Acre Value Per Vclue -- - i Acre ---� — - --- ___-------• ------- /" f� N� -- ----- Tillable FRONTAGE ON WATER — Woodland FRONTAGE ON ROAD Meadowlond DEPTH House Plot BULKHEAD Total - --i DOCK I i r Extension Extension ZO Extension 12 Foundation c':��., Bath y��1• Basement .�r- 1., Floors 4 Pcrct� p. Ext. Walls �r� �r �- �� ; . interior Fir Breezeway Fire Fl=e ro ;*c- Heat Garage ' _ TYPe Goof � I1 omJ sr Pat i a Recreation Room rns-2nd 0. B, Dormer Driveway t D Totol # ZBA CHECK FEES - 2025 Funding Account- B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 5/15/2025 Napolitano,Gary 8022 $750.00 1036 5/23/2025 5/16/2025 Mebonia,Tamar 8024 $2,000.00 517 5/23/202S 5/16/2025 Osvaldo Landvik,LLC 8023 $1,500.00 2231 5/23/2025 Greenporter Land,LLC for 5/21/2025 PITTORINO 8025 $1,500.00 1535 5/23/2025 5/21/2025 Rontiris,Nicholas jC85-276W $2,750.00 1456 5/23/2025 $8,500.00 RECEIVED MAY 2 3 2025 Southold Town Clerk Town of S'tithold -1 P.(j Box .179 Southold, NY 11971 * * * RECEIPT * * * Date: 05/23/25 Receipt#: 340284 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 8022 $750.00 1 ZBA Application Fees 8023 $1,500.00 1 ZBA Application Fees 8024 $2,000.00 1 ZBA Application Fees 8025 $1,500.00 1 ZBA Application Fees 8026 $2,750.00 Total Paid: $8,500.00 Notes: Payment Type Amount Paid By CK#1535 $1,500.00 Greenporter Land, LLC CK#2231 $1,500.00 Nicholas Mazzaferro CK#1456 $2,750.00 Patricia C Moore CK#1036 $750.00 Robert I Brown Architect PC CK#517 $2,000.00 Tamar Mebonia Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Moore, Patricia 51020 Main Road Southold, NY 11971 Clerk ID: JENNIFER Internal ID:8026 Y. Appeal#8026 Public Hearing dated 8-7-2025 AUG 112025 1000-37-5-15 Nicholas &Aspasia Rontiris Zoning Board of Appeals The proposed application is to add a conforming 2nd floor to the existing dwelling. The existing second floor contains two bedrooms and a bathroom,but the ceiling heights are not to code. The first floor will be renovated,and the 181 floor bedroom will be situated on the 2nd floor. The existing first floor will be renovated with a new front door, new windows and siding. The existing deck was issued a variance in 1992(appeal#4118)and is being resurfaced. The degree of renovation and addition may exceed the 50%and is, by definition,"demolition and reconstruction". Provided herein are similar variances"demolition&reconstruction"granted to waterfront neighboring parcels;decision and survey included: On west- Tax.Lot 3: Demolition and reconstruction:appeal#7373 2-20-2020"Demolish and reconstruct"of a new singled family dwelling with a setback of 32.4 front yard-using the same foundation of the existing house.(rear yard variance eliminated for attached deck which was made conforming at 35') Tax Lot 5: Increase the degree of nonconformance:#5682 4-14-2005:2nd floor alteration increasing the height of an existing dormer and deck, increased the degree of nonconformity;the side yard setbacks of the existing house were nonconforming(less than 10'.) Tax Lot 6: Increase the degree of nonconformity:#51 94 1 0-1 7-2002: new second floor dormers added within the footprint of the existing dwelling. Front and.side yard variances required. Tax Lot 7: Demolition and reconstruction appeal#578812-1-05:New single family dwelling approved with setback of deck 58'to.the bulkhead Tax Lot 12:.Demolition and reconstruction-Appeal#3557 dated 11/3/86 with rehearing and amended decision 1/8/87: existing house demolished and reconstruction on existing foundation. The existing foundation was at 5'from the side yard(amended decision) On east- Tax Lot 17 Appeal#5312 dated 4-17-03"Demolition and reconstruction"the existing house was demolished with a new foundation including an addition. The existing house was located at less than 10'to a single side yard and less than 75'to the bulkhead. The • !1 new construction maintained existing setbacks of the demolished foundation of the original house. A copy of the decisions and the site plan attached. There are other variances granted in this community which are not listed above. For example,variances of the landward lots are not included and variances for accessory structures are not included. Y� —3? AT 3ISfi dUJC Cafl#Ytuf 3 new as�*-F� u `� , tolur" �t i a-p4p n*S terat&lxah ` I1 ^ 1 IIV.1 LI�.'L.L. postd Jl t4/L LOT #3 5 16 14 LAMP 10 9 ?G �78.79, A� COVEk— ` euc.r+ 0.8'5 y 3�r a 1 0. 9.46' h o' �nIG- l4 Sl_D cr sss 1:I jvj►S u fw/o e, fi IW S s, FENCE HOLES �2'e• 1.2'WTdo O 16 s 15 1 I � 14 ��, I p � Q 13 Q 12 WK 23, 1927 LOT #32 I ' 10 LION 9 d YORK \ -05-17 7 At. � m N. DSO P L A NFENCE ��. 5CALE: I'= 20'0' 0.35 Ln a•au r. a•...... ''"i""nGNS IGE IEVATIENCEo TO ri.WH 7H S:- °A. SURVEY OF ' E%ISTiNG ELEVATIONS ARE.SHOWN 7NU5:>J' R� QISTINO CONTOUR LINES ARE SHOWN.THUS:-- S - — EIUSIING GRADES AND CONTOUR LINES-ARE AS PRIOR TO START OF CONSTRUCTION LOTS 3.4 & 33 ?B8• pg _ TOP Tq�j' TAO! MAP OF fN _ TOP Ors , GARDINER'S BAY ESTATE$ x� \ — 2. FLOOD ZONE INFORMATION TAKEN-ROM: SECTION TWO L •'% FLOOD INSURANCE RATE MAP No.SOT SU 7 0 S 7 3 ZONE ALeASE fTA00 ELEVATIONS DETEHTNMERE D FILE No. 275 FILED SEPTEMBER 23, 1927 \ ' E !A SO" f i .ZONE X. ARFAS DETERUMM TO RQ OuTSME 500—YEAR FLOODPLAIN � SITUATED 'AT 1 , EAST MARION �O �� 1 iOr� TOWN OF SOUTHOLD �o s' ;� - SUFFOLK COUNTY•, NEW YORK ,��•q. " ,�'�' ! /f ° S.C. TAX No. 1000-37-05-17 '�•;,$ ; 1 % j o�a SCALE 1"=20' i JUNE 9, 2000 JANU 2002 ADDED SURVEY JANUARY 7, 2003 FOUNDATION LOCATION xJ� 1 S 04.52'40" E 0 \ o CaTA°= b �� r`�� i� .fy ' C0 - of fi , AREA = 14,240.95 sq. ft. 16.— =i;�• °,= a ap ^- / (TG suucNtaD) 0.327 cc. LAWoW� °'dp 0 • %/ ' I �� C) si�Araaf�msiar� suArE 's A 6TAt46KD e,,j / .!�+• _ 1 .n� BY THE L1Al.S AND At7ADYm AND ADOPTED S•• ' I $ FOR sm 115E Bt M kEW i M STATE LAND TOTE ASSDGa1H011. ply / I r \ .• � N^1 Tgi `i / / j I I C ��44� �`�• '`' �� I � I I f .;, ass f � U► IL N.Y.S. lle: No. 49888 k Am Joseph A. Ingegno Land Surveyor ONUIIO�D AL1rAA11011 all A11 ST �• >iH ,� ,3 c' 1p 11A4 SIIIVLY 6 A VIOIAIpI W I SECTtgI 770o OF flIE NEW YDIM STALE � m11I'AlfaN LINT. COPIES Or 11HI$St/IYLY WP!qi BOYRN '� A7 swL N°0m BE c �ti o CERTIFIED TO: ;Uv mil'*—Slmd b*w — sit P,am — Cowtnxt"Layout TD A VALID TRDE ODPY �• FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK INE(631)727-2090 Fax(631)7227-1727 Y T�81m ESdE Q . ACTION ABSTRACT NO 00"TIItE COfRNPT. Ago=AHD] THE 0051EltCE or warts Or WAY '� o TITLE No. ACT0823-5 FFICES LOCATED AT 1xA111A19 ADDRESS - ulmuro DISRRRHON uSTm IrtALON.Um 10 RomwKE AVENUE P.O.on 1031 TmU1ma O NS AN 14 TPAr VAUE Ko SN�oMR ARE oOT GUARANTEED.IARANTEED. r, y NA CYRD.ACHINIne. HEAD,New York 11901 RIutmad,Now Yolk 11901-0965 je H BOARD MEMBERS Of......S ® Southold Town Hall Leslie Kanes Weisman,Chairperson �® �® 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento �c®� +� RECEIVE® http://soutlioldtowmy.gov ZONING BOARD OF APPEALS u FEB B 2 6 20 0 TOWN OF SOUTHOLD a Tel.(631)765-1809•Fax(631)765-9064 ®uth®id T®wn Verk FINDINGS,DELIBERATIONS AND DETERMINA MEETING OF FEBRUARY 20,2020 ZBA FILE:#7373 NAME OF APPLICANT: Kendall Todd PROPERTY LOCATION: 670 Bayview Drive,(Adj.to Spring Pond)East Marion,NY SCTM#1000-37-5-3 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type lI category of the State's List of Actions,without' further steps under SEQRA. SUFFOLK.COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 12, 2019 stating that this application is considered a_matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local. Waterfront Revitalization Program (LWRP) Policy Standards.The LWRP Coordinator.issued.a recommendation dated January 23,2020.Based upon the information provided on the LWRP Consistency Assessment Form submitted to this. department, as well. as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. This determination was made based on the following; 1. The footprint of the demolished structure will not be expanded supporting community character. 2. The proposed new single-family residence is not located within a mapped FEMA flood-zone or discordant with the surrounding community character. 3. A Board of Trustees Wetland Permit(No. 7853)required a non-turf buffer to protect the wetland. Due to the high residential'density in the area,undersized lot and close proximity to surface waters; in the event the action is approved,.it is recommended that the Board.require the installation of a YA OWTS and compliance with Chapter 236 Stormwater Management to further Policy 6 Protect and restore the quality and function of the Town of Southold s ecosystem. PROPERTY FACTS/DESCRIPTION: The subject; non-conforming 12,336 square feet, , irregular-shaped waterfront parcel located in the R-40 Zoning District measures 76.88 feet between tie lines along a curve in Bayview_Drive, runs south 128.37 feet along'a residentially:developed lot to the east, then follows a wooden bulkhead at Spring.Pond(Peconic Bay)22.90 feet west. The parcel continues 22.82 feet,28.92 feet,and 64.69 feet along the same.body of water and returns 1'20.96 feet running north along a.second residentially developed lot to. the west. The parcel is developed with a one'and one half story wood-frame residential structure with attached Page 2,February 20,2020 #7373,Kendall SCTM No. 1000-37-5-3 wood deck and trellis over part of it, a driveway, loose slate walk-way to and over a concrete and wood retaining wall leading to a non-turf buffer at the wood bulk-head with a ramp and floating dock, as shown on the survey prepared by Paul BaryIski,Licensed Land Surveyor,and last revised July 24,2019. BASIS OF APPLICATION: Request for Variances from Article XXM, Section 280-124 and the Building Inspector's November 6,2019 Notice of Disapproval based on an application for a permit to demolish an existing dwelling and construct a single family dwelling at, 1) located less than the code required front yard setback of 35 feet); 2) located less than the code required rear yard setback of 35 feet; located at 670 Bayview Drive, (Adj. to Spring Pond)East Marion,NY.SCTM#1000-37-5-3. RELIEF REQUESTED: The applicant requests variances to demolish an existing single-family residence built prior to zoning,with less than code conforming minimum front yard and rear yard setbacks,and to construct a new, two-story,single-family residence maintaining the existing wood deck and using the previous foundation's location measuring approximately 36 feet by 51.6 feet with a front yard setback of 32.4 feet where the code requires a minimum front yard setback of 35 feet and a rear yard setback of 34.7 feet where the code requires a minimum rear yard setback of 35 feet.. AMENDED APPLICATION: During the hearing,the applicant was asked to bring the plan into more conformity with the code. The applicant on February 12, 2020 submitted a plan, prepared by Luigi Pascarella, P.E., dated February 11, 2020, increasing the rear yard setback to 35 feet, removing the need for a second variance, and bringing the plan into more conformity with the code. ADDITIONAL INFORMATION: No immediate neighbor or member of the public spoke in favor of or against this application. However, an email was received prior to the public hearing from a neighbor supporting the application who requested that the applicant address parking of cars and the storage of boats on site. A New York State Department of Environmental Conservation Letter of No Jurisdiction Tidal Wetlands Act is included in the application and dated November 15, 2019. Town of Southold Trustees' public hearing is pending the Town of Southold Zoning Board of Appeals application. The applicant stated their willingness to install a new Suffolk County approved Innovative and Alternative(11A) sanitary system. The subject property is not located in a flood zone. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 6,2020 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts.to be true and relevant and makes the following findings: L Town Law 6267-UMM(D. Grant of the variance as amended will not produce an undesirable change in the character of the neighborhood or a.detriment to nearby properties. Gardiner's Bay Estates is a private, bayfront community consisting of residential lots developed in the mid-20th Century on small, irregular-shaped parcels accessed by narrow country lanes nestled in a hilly,woodland setting bordering tidal wetlands, creeks and a sandy beachfront. Many of the neighborhood homes have undergone substantial renovation taking advantage of views and access to association amenities. Grant of the variance 2.6 feet less than the required minimum front yard setback of 35 feet will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties since the reduction is.barely discernable to passersby and the general public. This hardship is offset by the fact that the lot is previously developed at this setback and the topography slopes southward towards Spring Pond. 2. Town Law 6267-b(3)(b)(2I The benefit sought by the applicant can be achieved by some method,feasible for the applicant to pursue, other than an area variance. The applicant can follow current zoning and meet the Page 3,February 20,2020 97373,Kendall SCTM No. 1000-37-5-3 minimum front yard setback of 35 feet;however,there is an existing foundation,for a house that has stood for over fifty years,which the applicant proposes to follow. 3. Town Law 4267-b(3)(b)(3). The variance as amended herein is not mathematically substantial,representing 7.4% relief from the code. Additionally,given the natural terrain of the site,existing landscaping and the previous existence of a single-family residence,any impact on the neighborhood will be mitigated and not discernable from the road. 4. Town Law 4267-b(3)(b)(41. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 6267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief as amended is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new,wood-frame residence measuring approximately 36 feet by 51.6 feet including an existing wood deck while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Planamento,seconded by Member Lehnert,and duly carried,to DENY the variances as applied for and GRANT TITE RELIEF AS AMENDED, as shown on the Plot PIan prepared by Luigi Pascarella,P.E., PLLC, and dated February 11, 2020, and the Engineer's Drawings labeled T- 100, T 101, T-102, T-103, A-101 through A-106, A-201, A-202, A-301, A-302 as prepared by Luigi Pascarella, P.E.,PLLC,and dated October 9,2019. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The Applicant shall receive approval from the Town of Southold Board of Trustees. 2. The applicant shall install an Innovative and Alternative Wastewater Treatment System approved by Suffolk County Board of Health. 3. The existing attached wood deck is to remain open to the sky above. 4. Vehicular parking for residents and guests shall be provided for on the subject property. 5. No storage of boats,trailers and/or non-registered equipment may be kept on site. That the above condlllons be written Into the Building Inspector's Certificate of Occupancy,when issued Before applvtng,for a building permit, the applicant or agent must submit to the Board of Appealsfor approval and filing, two sets of the final building plans (engineer's drawings)conforming to the amended relief granted herein. The ZBA will forward one set of approved, stamped drawings to the Building Department. Failure.to follow this procedure may result in the delay.or denial of a.building permit, and may require a new application and public hearing before the Zoning Board of Appeals. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met,and failure to comply therewith will render this approval null and void. Ca` 01,.,E a�..dt S'�y 37 -��o �►.�� ..fir... ... .__�.. ..... ._�,. 96 8 Z. Gkf4 3 -3 r-os' APPEALS BOARD MEMBERS Southold Town Hall �y► yp Ruth D.Oliva.Chairwoman 53095 Main Road•P.O.Box 1179 Gerard P.Goehringer Southold,NY 11971-0959 Vincent Orlando CO Office atlon: James Dinizio,Jr. • ;`O Town Annex/First Floor.North Fork Bank Michael A.Simon Iij'� 54375 Main Road(at Youngs Avenue) ' Southold.NY 11971 http://southoldtown.northforLnet RWIM BOARD OF APPEALS �: ,,0 QM TOMN OF SOUTHOLD MAY 10 W TeL(631)765-1809•Fax(631)765-9064 , FINDINGS DELIBERATIONS AND DETERM id �INATIOr$0 O1'k MEETING OF APRIL 14, 2005 ZB Ref. 5682-JOHN and JOY GALLAGHER Property Location: 730 Bayview Drive, East Marion; CTM 37-5-5. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this:application and determines that this review falls under the Type II category of the State's List of Actions,without an adverse effect on the environment If the project is implemented as planned. ° PROPERTY FACTS/DESCRIPTION: The applicant's 8,592 sq. ft. parcel has 52.63 feet along the south side of Bayview Drive, and is improved with a two-story, single-family dwelling as shown on the May 12, 2002 survey prepared by Joseph A. Ingegno, L.S. BASIS OF APPLICATION: Building Department's January 21, 2005 Notice of Disapproval, citing Sections 100-242A and 100-244 in its denial of a building permit application for new additions. The reason stated in the disapproval is that the new construction will increase the degree of nonconformance when located (a) less than 10 feet on a single side, and (b) less than 25 feet for the combined side yards. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on March 31, 2005 at which time written and oral evidence were presented. Based upon all testimony, documentation, pers nal Inspection of the property, and other evidence, the Zoning Board finds the following facts to be Prue and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant wishes to construct a second floor do$mer and deck over the existing porch roof at the southwest corner of the dwelling. The setback from the westerly side (right-of:waylwalking path) is seven (7) feet, as shown on the copy of a survey prepared 5/10/05 by Mark Kevin Schwartz, R.A. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal Inspections,the Board makes the following findings: 1. Grant of the variance will not produce an undesirable. change in the character of, the neighborhood or a detriment to nearby properties. There will be no change in the footprint, and the existing footprint conforms to the streetscape. Page 2—April 14,2005 ZS Ref.6682—.John and Joy Gallagher CTM 10: 37-5.5 2. The benefit sought by the applicant cannot be achieved by any method feasible for the applicant to pursue other than through an area variance. The room to be enlarged is the only second-floor bedroom and is on the side of the house with.an existing setback of less than 10 feet. 3. The amount of relief requested is not substantial; the addition does not raise the height of the roof ridge of existing of the house. 4. The difficulty was not self-created. 5. The variance in this community of private homes will not have an adverse impact on the physical or environmental conditions In the neighborhood. The house will remain a 1%story structure. Grant of this variance relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an addition,while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. SOARD R,=Lt1TION: On the basis of testimony presented, materials submitted and personal Inspections,the Board makes the following findings: NOW,therefore,on motion by Member Simon,seconded by Member Orlando,it was RESOLVED, to GRANT the variance, as applied for and shown on the drawings prepared 5/10/05 by Mark Schwartz, Architect, and the May 31, 2002 survey prepared by Joseph A. Ingegno,Land Surveyor. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehringer, Dinlzlo, and Simon. This Resolution was duly adopted(5.0). dl ` Ruth D. Oliva,Chairwoman 5/6105 Approved for Filing 2)e o RR cIev40c i PLV rv000 9194rNrw4, CaMTi�vws 'sA&oe, o"e"o#vgo rj"e vgojr5 -LLi A6rf+Ar,T SNnNes-es r � -!2 ,• EAU + B 1�eR:7Nr �KPANar;o =0 i-lamer - tyLera•smof lu ,l vie PLYwadn,150811 O U` P.MaR 9 rve,r sroav4 61�` KArLfN�r �' ?J4"fN6H tyrEjpor A•N &as Im Gael Sn4l G rrxr ST ;wm"ejew Rvame . �oi�-o�eK T3��t/ K Meg✓ t�,2�CG.H J&W (mot c a¢oea�c ior scB�as. >z+cr sT. CRAK/L C6Cr5:17�Cm AA $C JCNT CPA GE S�CrT."1 dhl 14 +,_dN �.� .\. . On /. ELEVATIONSCE £XISTWO ELEVATIONSNAF "�■ ` �' EXISTING CONTOUR LINE' rn.- imnomr E. oil, �la 0� aw. - e°=a au a0 4.30 a"nie'c iu Kim � a► r�a 00 c +►/ : - — ui l Ll i SAW in — — �'bJL •� 'off tS. ` ^ Ink I 41 IS S 3 ' 8'47" W l � S 23'44'2 W ;°S 20.99' - N 8 7mom__. �11 32 W S 87'54'48" �N +s03 !Y N M LAND "ay.►'u�'. S 1.5a. 36.18' •p O 1 1D° M s 7,+a Tl Q 1 1` s w�,am wo a r l01i71NA 1 'APPEALS BOARD MEMBERS �$11 f t jt Southold Town Hall Gerard P.Goehringer,Chairman aO G 53095 Main Road Lydia A.Tortora P.O.Box 1179 George Horning i�► Southold,New York 11971-0959 Ruth D.Oliva ZBA Fax(631)765-9064 Vincent Orlando1 Telephone(631)765-1809 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS,.DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 17, 2002 Appl. No. 5194—CHARLES and ROSEMARY LUSCHER Property Location: 820 Bayview Drive, East Marion, Parcel 37-5.6. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is Implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicants' 1-1/2 story.dwelling is located on the south side of Bayview Drive in Gardiners Bay Estates, East Marlon, and situated with nonconforming setbacks (front and sides) as confirmed by the May 31, 2002 surrey prepared by Joseph A. Ingegno, L.S. The property contains 7,234.39 sq. ft.with 44.84 lin.ft. along Bayview Drive. BASIS OF APPLICATION: Building Department's June 16, 2002 Notice of Disapproval denying a permit to construct a second-story addition to an existing dwelling in a nonconforming location. The reasons stated for the disapproval is that Section 100-242A, ref. Section 100-244, does not permit the proposed addition/alterations at less than 35 feet from the front lot line,less than 10 feet on a single side yard, and less than 25 feet for a total side yard area. The applicants are raising their roofiine from 1-1/2 stories to a two-story dwelling, and adding dormers. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on October 17..2002 at which time written and oral evidence was presented. Based upon all testimony, documentation,' personal inspection of the property and the area, and other evidence, the Zoning Board finds the following facts to be true and relevant. AREA VARIANCE RELIEF REQUESTED: Applicants propose a second-story addition with dormers over an existing dwelling location. The addition will not extend beyond the footprint of the dwelling and is detailed as shown on the plan prepared by Penny Lumber for the applicants. REASONS FOR BOARD ACTION:, On the basis of testimony presented, materials submitted,and member inspections, the Board makes the following findings: 1- Grant of the variance will not produce an undesirable change in the neighborhood or a detriment to nearby properties. The applicants wish to correct a severe structural deformity in the roof of the dwelling. The correction requires a cape style roof line. Except for the new roof line and dormers, the overall footprint of the building will not be altered. 2. The benefit sought by the applicant cannot be achieved by some, method feasible for the applicant to pursue other than an area variance. The applicants have a nonconforming lot with nonconforming building setbacks. The only true addition are dormers on the rear of the dwelling. Page 2—October 17,2002 - Q(� ZBA Appl.No.5194—C. and A. Luscher'I Parcel 37-"at Southold 101 '4 3. The variance granted herein is not substantial. The lot is a established,well-landscaped parcel with natural contours both in the front and rear yards. 4. No evidence has been submitted to this board to suggest that this minor variance will have any adverse impact. The premises has sufficient elevation above Spring Pond. There will be no disturbance of the existing foundation during reconstruction of the second story of the dwelling. 5. Grant of the requested variance is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a second story for their dwelling, while preserving and protecting the character of the neighborhood, and the health, safety, and welfare of the community. BOARD SOU ION: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Chairman Goehringer, seconded by Member Orlando, and duly carried to GRANT the variance as applied for, and shown on the unlabeled plan prepared for the applicant by Penny Lumber and copy of the applicants' survey showing the proposed dormers and raised roof for a second story-addition. This action does not authorize or condone any current or future use,setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Goehringer (Chairman), Tortora, Homing, and Orlando. (Member Oliva was absent.) This Resolution was duly ado d 4-0). GG Gerard F+.Goehringer—Approved fKrf9ling RBCIITED AND FWD BY TIM SOuT-r.—C,:,D TOWN CLEF (o)aa10-110UH $J-070 o it Totm o{tSouthoki SURVEY OF LOT 111 MAP OF GARDINER'S BAY ESTATES ' SECTION TWO �• FILE No. 27B FILED SEPTEMBER 23. 1927 �:. :: ,• SITUATED AT EAST MARION Aj '. .A TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-37-05-06 �� .0 44•�•, v„o•.•. •.. •' :;�:,.M SCALE 1"=20' �+�y X''; 'y r ., MAY 31, 2002 y '�0\ �'� : '• N ?.. • .� ,:� ::a9 t�►. AREA 7,234.39 sq. 11. �. (i0 71E UNE) 0.166 CC. %% O ' x\ 0.1 !y NO IL uc t i r . mix I � /.y Aa to .Jok � 13 /c bool 8y9 O� S 22 09'47" W 9.45' m �nawaAmn angN S 4 ' 9'54" W Zmmmmw RE NEV mra WAU 20.40 ,fa 1jAwa KWOOR`I" NOTES: m 2 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM --m m amCam M=RVIL Mm EXISTING ELEVATIONS ARE SHOWN THUS:.° NAY m me Paea rm now v Ar EXISTING CONTOUR LINES ARE SHOWN THUS: ————s———— a PM=i °N rm mwr m 1N[ >ma D➢YPANI 09FD9aDNIA1.A9QILY A1rD r W. - mP OF IML tutg0.cERmvrnaa AM ror 1pt C ar - Don=or w&L Ma OosTOtCE or R10NB or wAY AND/mi� or r�s°nrt.IF ANY.Nor am An Nor mwaNW. PREPARED N ACODA0NICC MM SfZ IAIAIaIY Joseph A. Ingegno 9r „m A, /lN AOaPfm i0R ass BI lIK M NLt Y°NN 9DtE IAIO pF N Land Surveyor tie A. y�9 y Rtb swrge-SavkdW b"- sm Plana - C=ftg an loyaal n p PHONE(631)727-2M Fox(611)727-1727 �y3'cs 4 OFFM Loa1ED Ar UNLM AWREW N.Y.S. LA:.No.40696 13M ROM MM AVENUE P.O.box 1931 RNERKEAD.No■York 11901 Riverhead.Now York 11901-0065 V� 67 Sze$ t FOLit Office Location: �� CpG Mailing Address: Town Annex/First Floor,North Fork Bank col 53095 Main Road 54375 Main Road(at Youngs Avenue) P.O.Box 1179 Southold,NY 11971 y p! Southold,NY 1197I-0959 41 Ea 7 http://southoldtown.northfork.net ol, BOARD OF APPEALS T AN 2 4 2006 TOWN OF SOUTHOLD Q Tel. (631)765-1809 Fax(631)765-90" W�leifk so tnola 1b FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 1,2005 ZB File No. 5788—Pat and Barton Johnson Property Location: 860 Bayview Drive, East Marion CTM 37-5-7 SWRA DETERMINATION,:The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type It category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicants' 18,009.63 square foot parcel has 37.98 feet along Bayview Drive and Is improved with a single-family, one-story frame house, as shown on the October 13,20D4 survey prepared by Joseph A. Ingegno. I BASIS OF APPLICATION: Building Department's September 12, 2006 Notice of Disapproval, citing Section 100-239.4E In its denial of an application for a building permit to demolish the existing dwelling and to construct a new dwelling, at less than 75 feet from the existing bulkhead. The applicants applied for, and was denied,a proposal to set back a new dwelling 58 ft.setback from the existing retaining wall(bulkhead structure). FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on November 17, 2005 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property,and other evidence,the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicants wish to construct a new dwelling, after demolishing the present dwelling. The new 1-1/2 story, single-family dwelling Is proposed 58 feet measured from the southwest comer to the bulkhead, with a gradual increased setback for the remainder of the dwelling, as shown on the site plan and diagram sheets 1-4, prepared by Samuels &Steelman,Architects dated August 22,2005. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections,the Hoard makes the following findings: r• 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The current house is 57 feet measured from the Page 2—December 1,2005 • ZB File Ref.5788—Barton and Palnson CTM 37-5.7 southeast section of the dwelling to the existing concrete retaining wail (bulkhead structure). The applicant is changing the angle with the new home plan, increasing the setback on the southeast section of the new dwelling, that will be more conforming, to the code's 75 ft., encroaching four feet into the code-restricted 75 feet, measured from the retaining wall structure 2. The benefit sought by the applicants cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance, due to the shape and topography of the land and Vicinity to the existing deeded boundary lines and concrete retaining wall near Spring Pond. 3. The variance granted herein is substantial with a reduction of 17 feet from the code-required 75 feet at Its closest point. 4. The difficulty was self-created when the applicants chose to demolish the existing,nonconforming dwelling and build a new house on this property. S. No evidence has been submitted to suggest that a variance In this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new dwelling, after removing the existing dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-8, motion was offered by Member Orlando, seconded by Chairwoman Oliva,and duly carried,to GRANT the variance as applied for, as shown on the August 22, 2005 site plan and related diagrams prepared by Samuels& Steelman. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehringer, Dinizio, and Simon. This Resolution was duly adopted(5-0).- Ruth D. Oliva, Chairwoman IVO(2006 Approved for Filing LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,NOVEMBER 17,2005 NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Chapter 100(Zoning),Code of the Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, P.O. Box 1179, Southold, New York 11971- 0959,on THURSDAY.NOVEMSER 17.200a: 10:20 a.m. BARTON and PAT JOHNSON #5788. Request for a Variance under Section 100- 239.46,concerning demolition of an existing dwelling and proposed new dwelling at less than 75 feet from the bulkhead,at 860 Bayvlew Drive,East Marion; CTM 37.5-7. The Board of Appeals will hear all persons, or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review during regular business hours. If you have questions,please do not hesitate to call(631)765.1809. Dated: October 24,2005. ZONING BOARD OF APPEALS RUTH D.OLIVA,CHAIRWOMAN By Linda Kowalski -:GT•"Z+:- -.r•- - --•r•-- - '�"-tea.- A •ti-- -e..rn.•,- -- - - - - - - - 'BA'Y VIEW DRIV'� may ' �. SURVEY OF PROPERTY SITUATED•AT •••1�:'°:;�0 EAST MARION a10� ' ,e 90°° \ TOWN OF SOUTHOLD 6 W ��c�t3• �T = SUFFOLK COUNTY, NEW YORK l�''" ��,•' (� S.C. TAX No. 1000-37-05-07 �-+ m LvrlIM1fitl�H+�t t9 \� •,� 9Q� >y •r. `r�� SCALE 1'=20' A :'•e 6u �'1 OCTOBER 13, 2004 Lor Q _ ,� g — ` '� RECEIVED z. r� '~88 1 j 1',�4�'i�• / ��1 SEP I2¢OS i•� yk // y6 = s gyp/ w.n. u �^'•'`•i.i.. � .+•`��\♦\�\\ \\ "" tm,t uiv O.{1S ao,jn -`—\ . •'...��. .,., (, ��, \\ \`\ \\ \'� -- ' \<�\' ` - LOT NUMBERS SHOWN THUSi for aN RE17R m ..• ��® '' _ \ \ r \ S� MAP Of 6=1NER'S BAY ESTATES�ECTION TIYO •r \ . 1 N u' 1 FILE a1 T Omer of THE CLERK of SMFFotx couNTr.W' y+ b\\ _ ON SEPTEMBER 23. 1927 AS FU No.273 �•'' q CO. •c \"� \ .,� •' �. —g7 1 (r �11yYY"' 2.ELVAMNS ARE REFERENCED TO N.O.V.O. 1029 DATUM =Z• '•:.f^' ,-\ L is �!. E MNO ELEVATIONS ARE SHOWN TNUS:ao 3 EIOSDNO CONTOUR LINES ARE SHOWN TOMS:--—a——— Q •. .�y >�, 14R[ Al oaY w sue Kan wi I I 3 SS 'A, i' k�' k - 5 s wo MYS 110.Ih 400® • $all Josep'h1 A. Ingegno Land Surveyor SPRING POND Nola MOM-= rat Lm11m-Im • ,.e mom ONO w�r o000 laaem a NwNo�ooilasl .'.�°' i..iior a�ii u°n® sa RWIM XMIX ra a.Sul ,•, mom,r.YOM Iml ft."0.to t��ni nat SITE DATA la+Y• tooaar.aa MOPtN11:no pwl. BAYVI£W DRIVE ors 9.mPr� • ale: npoaplart.•.+uAaa! Mum 'FmiGetO facare,w raw. ALLCM—WVWpe tell CRalal lP UJIV wHmOiG GOO w.a u*„c Twlcpap wttn 1• _ PWPC3ZDCDMMC:l7lLCR2,Xa5a ' O.b'a,A1E,0,ra'.IM IrJr+.l�lmaM Q I+M Mn1a,�.ww ltwc rosetrsi r4&`�'� ,• SLRVE: suaverolt:7f7R:ew�w ,.+� ,°a �� W _:' 'A LOCATION MAP r: o a , �'� �' :`per r 1 \ . •:} ` — 'p ' •W's �� y1dEpGRO1,!,D PyBLIc YVA,—R LIIL ry; r.. a� \'�1 " z -zap- irm OY umx tlaOONA, li ® TEST HOLE oEosaEl+eE TKOtE T a 5a=AM ARK 1+W+ 1 2A FT. WXEDMWDAMLWa r- yy • 1@G. � PALEeRowN FlNE SP p <e. 8 i yyA�p��pALg Ym gppMFINE SP E TO YEG10181 >r SPRING POND nwar SITE PLAN SITE PI.aN ,"nZW-0 APPROVALS t I IPoB�z:T 330 ,� ,t/oL,C. L'�2eGE, MIST /+,,.g�2�v.✓ _ ��i 46. .. �otl�"7'reu,GT.��dJTioNr ICEG'cNST.2�[c? .Jwt.Gl.i.tllo �'7�f)C�S. f¢.v�_ Ml.T��/ . �S mF,1�✓�T .�i9.v9S. .._ ... Eh.(Z ei-✓�- A!y E..AIP!�EA,L.. ate`3557.AM ��"�gG: y�FfO[k Southold Town Board of Appeals MAIN ROAD- STATE ROAD 25 80UTMOLD. L.I.. N.Y. 11971 TELEPHONE(5161765.1809 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 3557 (After rehearing) Application Dated November 24, 1986 TO: Mr. Garrett A. Strang, Architect [Appellant(s)] for MR. ROBERT EGAN Main Road, Box 14 2 Southold, NY 11971 At a Meeting of the Zoning Board of Appeals held on January 8, 1987, the above appeal was considered, and the action indicated below was taken on your ( ] Request for Variance Due to Lack of Access to Property New York Town Law, Section 280-a ( ] Request for Special Exception under the Zoning Ordinance Article • , Section (g] Request for Variance to the Zoning Ordinance Article III, Section 100-31 [ l Request for Application of ROBERT G. EGAN to amend Conditional Approval Rendered 11/3/86 under Appeal No. 3557 to allow reconstruction of dwelling with insufficient setbacks upon foundation as exists at 5 and 12 feet, rather than 7 and 12 feet, at 330 Knoll Circle, East Marion, NY; "Map of Section Two, Gardiners Bay Estates," Subdivision Lots 27 and part of 28; County Tax Map District 1000, Section 37, Block 5, Lot 12. WHEREAS, a conditional approval was granted by this Board under Appeal No. 3557 on November 3, 1986 as noted therein; and WHEREAS, the applicant has requested reconsideration of Condition No. 1 which restricted the westerly sideyard setback at seven feet; and WHEREAS, a resolution was adopted by this Board on November 20, 1986 by unanimous vote of all the members to re-open the hearing to re-consider the variance requested under Article III, Section 100-31 as to the westerly sideyard setback reduction; and WHEREAS, notice was published and posted as required by law on this public hearing, which was held on December 11, 1986; and WHEREAS, at said hearing all those who desired to be heard were heard and their testimony recorded; and WHEREAS, the board has carefully considered all testimony and documentation submitted concerning this application; and WHEREAS, the board members have personally viewed and are familiar with the premises in question, its present zoning, and r- the surrounding areas; and WHEREAS, the board made the following findings of fact: 1. By this application, a Variance is requested from Condition No. 1 of this Board's decision rendered November 3, 1986 which reads as follows: (CONTINUED ON PAGE TWO) DATED: January 8, 1987. CHAIRMAN, SOUTHOLD TOWN ZONING BOARD OF APPEALS Form ZB4 (rev. 12/81) Page 2 - Appeal No. 3557 as Amended Matter of ROBERT EGAN Decision Rendered January 8, 1987 ". ..Minimum setback from the west (side) property line at seven feet.. . ". 2. Applicant proposes to reconstruct new dwelling upon existing foundation, rather than new foundation, which presently is set back five feet at its nearest point from the northwest property line (at, the northwest corner) and,12 feet at its near- est point from the southwest property line (at the northeast corner), as more particularly shown on Drawing SP-1 dated September 5, 1986, prepared,by Garrett A. Strang, Architect. 3. The premises in question is a substandard parcel con- taining a total area of 7,511± sq. ft. with 56 ft. frontage along the west side of Knoll Circle and widening to 69± feet in width along the bulkhead area. 4. The subject premises is located in the Hamlet of East Marion and is identified on the Suffolk County Tax Maps as District 1000, Section 37, Block 5, Lot 12 (also referred to as Lot 27 and part of 28, Map of Section Two, Gardiners Bay Estates filed in the Suffolk County Clerk's Office September 23, 1927 as Map #275). This parcel is, improved with a single-family one-story frame dwelling structure set back five feet (at the closest point) and 71 feet (at the farthest point) from the west side property line, 28 feet (at the closest point) and 40 feet (at the farthest point) from the front property line along Knoll Circle, and 40± feet from the outer edge of exist- ing concrete bulkhead, as depicted on survey prepared October 6, 1958 by Roderick VanTuyl, P.C. S. It is noted for the record that the Variances granted by this Board on November 3, 1986 included: (a) Minimum setback from the east side property line at 12 feet [as established by existing foundation]; (b) Minimum total sideyards at 12 and 7 feet; (c) Minimum frontyard setback not closer than 28 feet from the closest point; (d) Minimum setback from existing concrete bulkhead along Spring Pond at 35 feet for the newly proposed deck addi- tion [at the closest point], and 38 feet ,for the newly proposed two-foot cantilever. In considering this application, the board also finds and determines: (a) that the variance requested is substantial in relation to the requirements, being a variance of 50% of the required 10-foot sideyard setback and a variance of 32% of the required total 25-foot sideyards; (b) there will be no increase in population density and this project will not produce an undue burden on available governmental facilities; (c) the grant of this variance will not produce a substantial change in the character of the neighborhood or create a sub- stantial detriment to adjoining properties since the setbacks are established with the existing foundation structure; (d) the difficulty cannot be obviated by a method feasible for appellant to pursue other than a variance; (e) the circum- stances of the property are unique; (f) the practical difficulties claimed are sufficient to warrant a granting of this variance; (g) that in consideration of all the above factors, the interests of justice will be served by allowing a variance, as conditionally noted below. Accordingly, on motion by Mr. Douglass, seconded by Mr. Sawicki , it was RESOLVED, to GRANT a Variance for the proposed recon- Page 3 - Appeal No. 3557 as Amended Q Matter of ROBERT EGAN �v�Q Decision Rendered January B, 1987 struction of the single-family dwelling upon existing foundation in the Matter of the Application of ROBERT EGAN SUBJECT TO THE FOLLOWING CONDITIONS: 1. The reconstruction of the dwelling, including cornices, overhangs, steps, etc. , shall be not closer than five feet from the west side property line and not closer than 12 feet from the east side property line (at the closest points as estab- lished and shown on survey dated October 6, 1958 prepared by Roderick VanTuyl , P.C. 2. If foundation is reconstructed, setbacks from the side property lines shall not be closer than seven feet from the west side and 12 feet from the east side (including cornices, overhangs, steps, etc.) at the nearest points.at the north corners. 3. This approval shall be an amendment to the prior Decision rendered November 3, 1986, and Condition No. 1 thereof, and incorporates Conditions No. 2, 3, 4, 5 and 6 herein. Vote of the Board: Ayes: Messrs. Goehringer, Douglass, Doyen and Sawicki. (Member Grigonis abstained due to his absence at the public hearing [illness]. ) This resolution was adopted with a majority plus one votes (4) of the five members present. x 1 k �ia--� R D P. GO RIN , CHAIRMAN January 14, 1987 <-' IET D _aiiJD FILM BY TFAS SOJTEGLD TOWid CLM PATE 14) pO ;;;:s;/iM ac Town rk`, TowOf th� own / `1 Iksa�e ewYv+.d om ao� ' r n U :a G 4 �rj � Teat N.b.►m Lu,V R--•I..'Wr; 'b�lfi.�M.O' ; 12— /• iTILCfaQiOGT. f. `0.4 Or.�'•w,-sty 9• 4D o� d � 4 i 61C¢� y�r a•I�t14� '.;..:. .: 31Q�CB: I ..•�-y \• � � _ l W1"'�'. tsx''. m"1wws 40i l • TITLE • LOC11iop'• '_ -Mein Road PLO;box 1412.8outhakf.'N-Y.1'1$1!. RIF R :� 5 �3l a Pik . y• 1� -03 CtSt.rnn non . dE,W& w( S.td,P ywrC� b- gII-) 10 A"roy(A 3 -- o tt�j APPEALS BOARD MEMBERS Southold Town Hall Lydia A.Tortora,Chairwoman 53095 Main Road Gerard P.Goehringer P.O.Box 1179 George Horning p Southold,New York 11971-0959 Ruth D.Oliva ZBA Fax(631)765-9064 Vincent Orlando Telephone(631)765-1809 http://southoldtown.northfork.net BOARD OF APPEALS RECEIVED �/ B r— TOWN OF SOUTHOLD AD�.3o.fAc FINDINGS, DELIBERATIONS AND DETERMINATION MAY 220 MEETING OF APRIL 17, 2003 Appl. No. 5312-Nancy Chin/Schlaefer otho(d Toga Clem Property Location: 180 Knoll Circle, East Marion; Parcel 1000-37-5-17. SEQRA DETERMINATION:The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION:The applicant's 14,241 sq.ft. parcel has a frontage of 50 feet (radius) along the east side of Knoll Circle in East Marion. The property is improved with a new foundation for a dwelling, under construction and referred to under the September 19, 2002 Building Permit No. 28754-z. The property is situated along a bulkhead 131.18 in length along Spring Pond. BASIS OF APPLICATION: Building Departmenrs January 9, 2003 Notice of Disapproval, amended January 28, 2003, citing Sections 100-244 and 100- 239.413, in its denial of a building permit for new construction within 10 feet on a single side yard, and within 75 feet of the bulkhead. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on April 17, 2003, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicant wishes to construct a new foundation, as an alternative, to renovations and additions to the former dwelling structure, a portion of which is 9.4 ft. from the side property line and a portion of which will be not less than 73 feet to the existing bulkhead. The building and site details are detailed as shown on the maps prepared by Fairweather-Brown Design Associates, Inc. last dated July 20, 2002(Plans S1,Al-A8, E1). The north and waterside locations of the new foundation are identical to the location of the original house, and the addition to the south is stepped back to increase the formerly established waterside setback. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections,the Board makes the following findings: Page 2—April 17,2003 / AppL No.5312—N.ChinSchlaefer 37-5-17 at East Marion 1. Grant of the area variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant will retain the pre- existing, non-conforming setbacks noted in the Southold Town Building Dept. Notice of Disapproval, while constructing a new single family dwelling on- the original building footprint. This re-building project will not change the character of the adjacent neighborhood, which has a significant density of developed parcels with similar non- conforming setbacks. 2. The benefit sought by the applicant cannot be achieved by some other method, feasible for the applicant to pursue, other than an area variance, because the applicant is re-building on a parcel with pre-existing, non- conforming, setbacks from one side yard and a bulkhead. 3. The relief requested is not substantial because the pre-existing, nonconforming setbacks will not change. 4. The difficulty has not been self-created,since this property was already improved with a single family dwelling that had the same setbacksi, pre-existing zoning code, which will remain after new construction. 1. 5. No evidence has been submitted to suggest-that the proposed additions will have an adverse impact on physical or environmental conditions in the,neighborhood. The applicant will comply with the terms and conditions set forth by the Southold Town Board of Trustees in its Wetlands Permit and with regard to the adjacent wetlands, has a Letter of Non-Jurisdiction from the NYS Department of Environmental Conservation, and the new construction will retain the pre-eAsting,.non-conforming setbacks from the side yard and bulkhead on Spring Pond. 6. The relief offered is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new dwelling, while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-8, motion was offered by Member Page 3—Apnl 17,2003 Appl.No.5312—N.Chidddaefer 37-5-17 at East Marion Homing, seconded by Chairwoman Tortora, and duly carried, to GRANT the Variance as applied for and shown on the maps prepared by Fairweather-Brown Design Associates, Inc. last dated July 20, 2002 (Plans S1, A1-A8, Ell). This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Tortora (Chairwoman), Homing, and Orlando. (Member Goehringer was absent during this vote; Member Oliva was out-of-state.) This Resolution was duly adopted (3-0). Lydia .Tortora, Chairwoman—Approved for Filing / /03 Page 4,February 20,2020 (OPP #7373,Kendall SCTM No. 1000-37-5-3 Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman(Chairperson),Dantes,PIanamento and Lehnert(4-0)(Member Acampom Absent) i c C Leslie Kanes Weisman,Chairperson Approved for filing R /&40 /2020 SEAL: OF N Yo. a RECEIVED37� * • FEB 14 2020 N O � gSIOdP�' S 56'39'00"E f Zoning Board Of Appeals cm xW S1r 76.88' ,�� raj!• O � 1 LOT 118 � n O F r Lor 11! nM1 vom Lot na TODD RESIDENCE i 670 BAYVIEW AVENUE EAST MARION, NY 11939 b. �a r N SCTM No.1000-37-5-3 U PA NO.Sir BUILDING HEIGHT (STORIES) 2 1-a x.r A0°• m L; BUILDING HEIGHT(FEET) 25, "m°rar FAOF L.L' DEPTH OF FRONT YARD (FEET) 32.4' z a DEPTH OF REAR YARD (FEET) 35.0' 0 aAq 3a am SIDE YARDS (NUMBER) m 2 r+w. SIDE YARD INTERIOR LOT (ONE YARD WIDTH> 15.7' W LOT im SIDE YARD INTERIOR LOT (COMBINED WIDTH 13F YARDS) 36' a W LOT GROSS AREA 12.236 SF (0.28 ACRES) LOT DEPTH (FEET) 120.96' a LOT WIDTH (FEET) 76.88' Ltu�ctb" "�'b PERCENT OF LOT COVERED BY BUILDING 14.217 (7 a �r•7 N 66'49'SOV moo. a t1,V OutFFM AKA o W P-en 64.69' N 17'00'18"W , U P4 V er1 28.92' FINAL MAP nr. 63'39'27"w REVIEWED BY ZBA �.�a a�:).w,.< ' N 8T5T53'1Y co K xo 22.99' SEE DECISION#as?� �� C:7 Q 22.82.. "oom DATED ls;�Q1 c7 Q V C) ew'' SPRING POND "` p "� ~l U N A m�RrlwruAesAn 0 PLOT PLAN O 1NSTR1n1ENTOFSMIal I~- ANV ARe7OEFR81447nv SCALt: I 30-0" oen¢moo�L. ALTERATMOAAMM" G O 707IMPLV1x1SA r3 MATIONOFSECn0:7 N O 72 OFTIEE LVYDU d n; S7A7EmUCAT18N IAW. Q A. G �l 7 �� t CAP fob SUFFOLK COUNTY LEGAL NOTICE LEGAL NOTICE (,„ SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,AUGUST 7,2025 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN,pursuant to Section 267 of the Town Law and Town Code Chapter 280(Zoning), Town of Southold,the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall,53095 Main Road,Southold,New York 11971-0959,on THURSDAY,AUGUST 7, 2025: The public may ALSO have access to view,listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Additionally,there will be a link to the Zoom Webinar meeting at http:// southoldtownny.goy/calendar.aspx. 10.00 A.M.-OSVALDO LANDVIK,LLC #8023-Request for a Variance from Article III,Section 280-15 and the Building Inspector's May 5,2025 Notice of Disapproval based on an application for a permit to legalize a sunroom addition on an existing patio attached to an existing accessory wood frame building(amendment to BP#49185);at 1)located less than the code required minimum side yard setback of 25 feet;located at: 16109 NYS Route 25,(Adj.to the Long Island Sound)East Marion,NY. SCTM No.1000-23-1-10.1. 10:10 A.M.-DEBORAH PITTORINO,LLC #8025-Request for a Variance from Article XXIII,Section 280- 123 and the Building Inspector's May 12,2025 Notice of Disapproval based on an application for a permit to legalize additions and alterations to an existing single family dwelling;at 1)a nonconforming building containing a nonconforming use shall not be enlarged,reconstructed,structurally altered or moved,unless such.building is changed to a conforming use;located at:68530 Main Road,Greenport,NY. SCTM No. 1000-53-2-1. 10:20 A.M.-NICHOLAS AND ASPASIA RONTIRIS#18026:iequest for Variances from Article XXIII,Section 280-124,Article XXXVI,Section 280-207;Article XXXVI,Section 280-208A;and the Building Inspector's April 10,2025 Notice of Disapproval based on an application for a permit to demolish(as per Town Code definition)and reconstruct a single family dwelling;at 1)less than the code required minimum side yard setback of 10 feet;2)less than the code required minimum combined side yard setback of 25 feet;3)less than the code required minimum rear yard setback of 35 feet;4)more than the code permitted maximum lot coverage of 20%;5)gross floor area exceeding permitted maximum square footage for lot containing up to 10,000 square feet in area;6)the construction'exceeds the permitted sky plane as defined in Article 1, Section 280-4 of the Town Code;located at:240 Knoll Circle,(Adj.to Spring Pond)East Marion,NY. SCTM No.1000-37-5-15. 1.0:30 A.M.-STEPHANIE PERIL AND RICHARD PERL#8028-Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's May 9,2025 Notice of Disapproval based on an application for a permit to construct additions and alterations(non-substantial improvements)to an existing single family dwelling;at 1)less than the code required minimum front yard setback of 40 feet;2)more than the code permitted maximum lot coverage of 20%;located at:2880 Minnehaha Blvd,(Adj.to Corey Creek)Southold, NY.SCTM No.1000-87-3-43. 1050 A.M.-VITO PLAIA#8630-Request for a Variance from Article XXXVI,.Section 280-207;and the Building Inspector's April 16,2025 Notice of Disapproval based on an application for.a permit to construct additions and alterations to an existing single family dwelling;at 1)gross floor area exceeding permitted maximum square footage for lot containing up to 40,000 square feet in area;located at:1020 Laurel Court, Laurel,NY.'SCTM No.1000-MA3-1. 11:00 A.M.-705 CR 48,LLC,ULSTER FARMS,LLC#8009SE-Request for Special Exception pursuant to Article IX,Code Section 280-41B(2)of the Southold Town Code,and the Building Inspectors February 14, 2025 Notice of Disapproval,to allow and construct two buildings to be used for contractor businesses; located at 705 County Road 48,Mattituck,NY.SCTM#1000-113-12-13. 1:00.P.M.-OYSTERPONDS HISTORICAL SOCIETY#8031SE-Request for a Special Exception per Town Code Article III,Section 280-13B(15)and the Building Inspector's April 25,2025 Notice of Disapproval based on an application for a permitto construct upgrades and renovations to include alterations,a new storage addition and a new ADA(Americans with Disabilities Act)ramp to an existing historical society building; located at:1555 Village Lane,Orient,NY. SCTM No.1000-25-3-16.1. 1:10 P.M.-STRONG'S.WEST MILL,LLC#8027-Requestfor an INTERPRETATION under Chapter 280-Bulk Schedule for Business,Office and Industrial Districts;Article I,Section 280-4;Article XIII,Section280-56,; and the Building Inspector's May 6,2025 Notice of Disapproval based on an application for a permit to construct a boat storage building;1)HEIGHT OF BUILDING as it relates to a boat storage building;located at:3430 Mill Road,Mattituck,(Adj.to Mattituck Creek),NY. SCTM No.1000-106-6-13.4. The Board of Appeals will hear all persons or their representatives,desiring to be heard at each hearing,and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Application Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Link: http:J/24.38.28.228/WebUnk/Browse.aspx?id=935072&dbid=O&repo=TownOfSoutliold Please note the last date to submit written comments to this office will be the Friday prior to the public hearing. Afterwards,documents will not be accepted by this office,but can be submitted to the Board Members during the public hearing. If you have questions,please telephone our office at(631)765-1809,or by email:kimf@southo/dtownnygov. ZONING BOARD OF APPEALS Dated: July 24 2025 LESLIE KANES'WEISMAN,CHAIRPERSON By:Kim E.Fuentes 54375 Main Road(Office Location) P.O.Box 1179,Southold,NY 11971-0959 August 7, 20Za Page 2 of 2 __ Qe*Uffolk Ttmeq. See Proof on Next Page AFFIDAVIT OF PUBLICATION The Suffolk Times PO Box 1500, Mattituck, NY 11952 (518)730-4551 State of Florida, County of Broward, ss: I, Edmar Corachia, of lawful age, being duly sworn upon oath depose and say that I am an agent of Column Software, PBC, duly appointed and authorized agent of the Publisher of The 1 Suffolk Times, a Weekly newspaper of general circulation, printed and published in Mattituck, Suffolk County, New York, designated by the County Clerk of Suffolk County as a newspaper of record;that the publication, a copy of which is attached hereto, was published in the said newspaper on the following dates. Publication Dates: • Jul 31, 2025 Notice ID: KIdlInJ8UZuTD114RA4J Notice Name: August 7, 2025 Publication Fee: $201.90 VJYAAY GoYAch1A ` �Wil+lA.y� SHEPI S11" P.. Agent .. � Notary Public-State of Florida Ewi— VERIFICATION , , State of Florida County of Broward Signed or attested before me on this: 08/04/2025 •ill Notary Public Notarized remotely online using communication technology via Proc f. August 7, 2025 Page 1 of 2 BOARD MEMBERS ' " ��OF SOUT�o Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O l0 53095 Main Road•P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. y Office Location: Nicholas Planamento • �OQ Town Annex/First Floor Margaret Steinbugler O`ij'COuf\\ 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, AUGUST 7, 2025 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning),Town of Southold, the following "IN PERSON" public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0969, on THURSDAY, AUGUST 7, 2025: The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. There will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar.aspx. 10:20 A.M. - NICHOLAS AND ASPASIA RONTIRIS #8026 - Request for Variances from Article XXI11, Section 280-124, Article XXXVI, Section 280-207; Article XXXVI, Section 280- 208A; and the Building Inspector's April 10, 2025 Notice of Disapproval based on an application for a permit to demolish (as per Town Code definition) and reconstruct a single family dwelling; at 1) less than the code required minimum side yard setback of 10 feet; 2) less than the code required minimum combined side yard setback of 25 feet; 3) less than the code required minimum rear yard setback of 35 feet; 4) more than the code permitted maximum lot coverage of 20%; 5) gross floor area exceeding permitted maximum square footage for lot containing up to 10,000 square feet in area; 6)the construction exceeds the permitted sky plane as defined in Article I, Section 280-4 of the Town Code; located at: 240 Knoll Circle, (Adj. to Spring Pond) East Marion, NY. SCTM No. 1000-37-5-15. The Board of Appeals will hear all persons or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link: http://24.38.28.228/WebLink/Browse.aspx?id=935072&d bid=0&repo=TownOfSouthold If you have questions, please telephone our office at(631)765-1809,or by email: kimf@southoldtownny.gov. Dated: July 24, 2025 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 Main Road (Mailing/LISPS) P.O. Box 1179 Southold, NY 11971-0959 1\ 4 o Gy Town Hall Annex, 54375 NYS Route 25 P.O.Box 1179 O - 02 Southold,New York 11971-0959 2 W *4 �0�� Fax(631) 765-9064 Vp ZONING BOARD OF APPEALS DATE: July 7, 2025 e I1NSyNK01 "TtI�OIv'S Fi0'R P1UiBLIC HEA '.+ i r Dear Applicant; The August 7, 2025 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Meeting Room at 53095 Main Road, Southold AND via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public.will have an opportunity to see and hear the meeting live, and make comments. Below, please see instructions required to prepare for the ZBA publlic heaxi-ng which inclludes PLEASE READ CAR+E�FULLY. 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing, to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no later than July 31, 2025.To avoid weather damage to your sign please affix it to a sturdy surface such as plywood. If your sin is damaged please call the office and we will provide you with another one. Prior to your public hearing, members of the Board of Appeals will each conduct a personal inspection of your property. If a Board member reports that there is no signage visibly on display as required by law, your scheduled hearing will be adjourned to a later date to ensure compliance with Chapter 55-1 (B) 1 of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of in person meeting,as well as video conferencing. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office along with the mailing receipts and green cards by July 31, 2025, verifying that you have properly mailed and posted. Please attach a photograph of the posting on your property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. MAILING INSTRUCTIONS: Please send by ktS'PS Certf ed Mail Return Recei the following documents to all owners of property (tax map with property numbers enclosed) vacant or improved, which abuts and any property which is across from any public or private street. Instructions for ZBA Public Hearing Page 2 Tease`nia l doc_u+WeMs to 0e-gal m-Ah address (as on file with Southold ow ssess©rs O tee Mal1 !n to be done WT�ul� 21 2025,. a. Legal Notice informing interested parties of meeting being conducted IN PERSON and via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff,they may telephone 631-765-1809 or email us at kimf@southoldtownny.gov or elizabeth.sakarellos@,town.southold.Lay.us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting "as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also,the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold>Assessors>Assessment Books/Tax Rolls> https://southoldtownny.gov/DocumentCenter/View/11008/tentroII2025-1 IMPORTANT INSTRUCTIONS: Scan and email the USPS mailing receipts, green signature cards and affidavits to kimf(a,southoldtownny.gov, and ** PROMPTLY USPS MAIL" the ORIGINALS to the Town of Southold, ZBA, P.O. Box 1179, Southold, NY 11971. Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter 55 of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason, you are unable to prepare for your public hearing as instructed, please let us know. ***'BLEASE NCO�TE*x* c TAKE"�I,AST D'A:�' TO""SiTBMIT WRITTEN D®C�! � aNTS TQ TH±I O FIC FOR TIi�E BO. �� ME�MBE�RS hLI. BE TfI !E �',5�,AIT P +!OO R TOO THEE PUB{LI ! G. AFTER TPHAT NO DOCUiMVENTS WhI,L BE ACCEaI'TE�D B THE OFFICE B AN BE SU9SMaI�Tr�TE�D-T®TH!E B® a VhBERS o THiE PUiMAW HEMWR4 NG Kim E. Fuentes—Board Assistant Laserfiche Instructions for Zoning Board of Appeals Records (6/16/2025) 1 1 1 a 4�vo�yoi Sea«n Governmen Service isitin p How Do L.. r P. d' SOCIAL IL t s Notify Me 9 `'" Maps Agettdas 3c Tdwn trade OaLne Payments Town Records Forms Signupeomeve �Miriutes Easilypay➢ou JSaux$ef rmsJAppTicad F r tu�ls LVfLUnfc re �Fo �'.,... ..-neitignnnnc cai:.:.i:....uw...«i �`�;.nnlinn - •-�•_....,. Above: Homepage, Click on Link "Town Records" Weblink/Laserfiche Instructions to search Pending Applications: • Click "Town of Southold". • Click "ZBA". • Click "Board Actions". • Click "Pending" Or the below URL address will take you directly to Board Actions. http•//24.38.28.228/WebLink/Browse.aspx?id=935072&dbid=0&repo=TownOfSo uthold F , 14UTlt' wo U The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold The application will ALSO be available VIA ZOOM WEBINAR - Follow link - httpm.//southoldtownny.gov/calendar.aspx FAME 0. RONTIRIS , NICH-OLAS # 8026 JCTM # : 1 000-37-5- 1 5 VARIANCE: YARD SETBACKS, LOT COVERAGE , GFA SKY PLANE r,EQUESTm. . DEMOLISH (AS PER TOWN CODE DEFINITION) AND RECONSTRUCT SINGLE-FAMILY DWELLING .DATE THURS. , AUGUST 7, 2025 1 020 AM You may review the file(s) on the town's website under Town Records/Weblink: ZBA1 Board Actions/ Pending. ZBA Office telephone (631 ) 765-1809 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD: NEW YORK ---------------------------------------------------------x In the Matter of the Application of AFFIDAVIT OF NICHOLAS RONTIRIS MAILINGS SCTM Parcel #1000-37-5-15 -------------------------------------------------x COUNTY OF SUFFOLK) STATE OF NEW YORK) I, MADISON MESSINA, residing at RIVERHEAD, New York, being duly sworn, depose and say that: On the 17 day of July, 2025, 1 personally mailed a true copy of the Notice set forth in the Zoning Board of Appeals Application, directed to each of the persons listed on the attached list at the addresses set below their respective names; that the addresses set below 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 at Southold, New York, that said Notices were mailed to each of said persons by CERTIFIED MAIURETURN RECEIPT. Attached hereto is the white receipt post-marked by the Southold Post Office on said date. MADISON MESSINA Sworn to before me this a6l— day of , 2025 otary Public) PATRICIA C.MOORE NOTARY PUBLIC,STATE OF NEW YORK NO.01 M04861668 QUALIFIED IN SUFFOLK COUNTY MY COMMISSION EXPIRES JUNE 16 MAIL'postal Service"' 7 RECEIPTPostal CERTIFIED p RECEIPT O Domesticmhwonly CERTIFIED MAIL L.n1 NDomestic Only " D L U � u! a mod— -. Certified Mall Fee 11«,e li,S� L ` ' i I ik Ln ru / u� �- Certified Mail Fee Extra Services&Fees(check box,add tee as appropriate) �i r urn Receipt(hardccPY) Z:Ftostmark �, $ )-n O ❑Return Receipt(eletronic) $ C � nn C F-xtra Services&Fees(check box,add fee as appropriate) ; C3 ❑Certifled Mail Restricted Delivery $= h �` ` IJ!/ g ❑Return Receipt(hardcopy) $ !°, Q' �p O ❑Return Receipt(electronic) $ a� ��sfgqfk ❑Adult Signature Required �] ,� ,•� fit ? O ❑Certifled Mail Restricted Delivery $ 5 gyp• Here ' ❑Adult Signature Restricted Delivery$ � k 1 []Adult Signature Required $ y,if•`,bq ��.d Postage Ci J.('1 '��",� []Adult Signature Restricted Delivery$ 1• - ,>.,-.,•tee (eta Q' Total F O Postage C3 Lagoon Lodge LLC Ln $ �' Total't-a $ ent7 1604 Bryan Ave ----------- O $ Houlbreque I Trust c si�aai Ocean, NJ 07712 � Sent Bry Jean P r ciy,"s o P 1230 S Ogden lace N crry,s Denver CO80210 ----------- SENDERE COMPLETE • . ■ Complete items 1,2,and 3. Si ure,Si ❑Agent ■ print v6ur name and address on the reverse ❑Addressee, so that we can return the card to you. ece ad b (Printed Name) C. Date of Delivery ■ Attach this card to the back of the mail piece, ' i or on the front if space permits. D. 1. Article Addressed to: ----' Is delivery address different from item l? ❑Yes __-- If YES,enter delivery address below: ❑No LI-604 n—U, e LLC l Ave NJ 07712 3. Service Type ❑Priority Mail Express® Ill111111 I'll III 111111111111111111111111111111 ❑Adult Signature O Registered Mail'" ❑Adult Signature Restricted Delivery O Registered Mail Restricted O Certified Mail® Delivery ❑Certified Mall Restricted Delivery [3 Signature Confirmation' 9590 9402 9425 5069 3843 40 ❑Collect on Delivery ❑Signature Confirmation 2. Article Number raps/er from service label) O Collect on Delivery Restricted Delivery , Restricted Delivery (r 0 Insured Mail ❑Insured Mail Restricted Delivery (over$500) Domestic Return Receipt PS Form 3811 4yly2020 PIN 7530-02-.000.9053 r COMPLETE SECTIONON DELIVERY SENDER: COMPLETE THIS SECTION 1111 r A. Si na u 2,and 3. ❑Agent ■ Corripleeiteiis 9 ■ Print•your,tiffirWand address on the reverse X Addressee so that we oa°Ii return the card to you. B. Received by(Prin ed Name) C. Date of Delivery ■ Attach this c"arc tb the back of the mailpiece, r�� -u 25 or on the front if`space permits. ' I h 0 i to•e f' D. Is delivery address different from item 1? Yes 1�Article Addressed to: _—_------— If YES,enter delivery address below: ❑No Houlbr�.�que I Trust Bry Jean P. 1230 S Ogdi Place Denver CO 80210 - - Service Type ❑Priority Man Expresse ❑IIIIII mill 1111111111111111111 Adult Signature ❑Registered Mail Tm ❑Adult Signature Restricted Delivery ❑Registered Mad Restricted, ❑Certified Mail® Delivery p Certified Mail Restricted Delivery O Signature ConfirmationTl 9590 9402 9425 5069 3843 64 p Collect on Delivery ❑Signature Confirmation Collect on Delivery Restricted Delivery Restricted Delivery ❑ 2. Article Number(transfer from.service label); ❑Insured:Mail p Insured Mall Restricted Delivery . ': • ' - •.• (over$500 .... Domestic Return Receipt PS Form 08171,'July 2020 PSN 7530'-02 000 9053 i j ,• Neighbor List Nick &Aspasia Rontiris 240 Knoll Circle, East Marion SCTM: 1000-37-5-15 1000-37.-5-14 Lagoon Lodge LLC 7021 0950 0000 9245 1580 1604 Bryan Ave Ocean, NJ 07712 1000-37.-5-16 Houlbreque I Trust Bry Jean P 7021 0950 0000 9245 1597 1230 S Ogden Place Denver CO 80210 1000-37.-4-17 Gardners Bay Ests Club 7021 0950 0000 9245 1603 PO Box 4 East Marion, NY 11939 1000-37-5-19 No address on record with Assessors as per Donna Westermann 1000-37-5-25 No address on record with Assessors as per Donna Westermann ZONING BOARD OF APPEALS TOWN OF SOUTHOLD: NEW YORK ---------------------------------------------------------------x In the Matter of the Application of NICHOLAS RONTIRIS AFFIDAVIT OF POSTING Regarding Posting of Sign Upon Applicant's Land Identified as 1000-37-5-15 ---------------------------------------------------------------x COUNTY OF SUFFOLK) STATE OF NEW YORK) I, Nicholas Rontiris, of East Marion, New York, being duly sworn, depose and say that: On the day of , 2025, 1 personally placed the Town's official Poster, with the date of Waring and nature of the application noted thereon, securely upon the property, located ten (10) feet or closer from the street or right-of-way (driveway entrance) - facing the street or facing each street or right-of-way entrance*; and that I hereby confirm that the Poster has remained in place ten (10) days prior to the date of the subject hearing date, which hearing date was shown to be Thursday, August 7, 2025 at 10:20 am. Nicholas Rontiris Sworn to before me this day of , 2025 a 1 Nckiiy Public MADISON MESSINA NOTARY PMUC,STATE OF NEW YORK Registration No.01 ME6370536 Qualified in Suffolk County commission Expires February 5,20__— PostalTM CERTIFIED o RECEIPT ' m Domestic 0 -0 a For delivery information, I .•I- Certified Mail Fee ru $ ;;sue N ExtraServices&Fees(check box,add lee as appropriate) M 1 r O ❑Return Receipt(hardcopy) $ t•, ]�OZ L Q ❑Return Receipt(electronic) $ Postmark �n�' ❑CertiFled Mall Restricted Delivery $ �+� Here 0 [:]Adult Signature Required $ ,y Q El Adult Signature Restricted Delivery$ IJI/ j `,y p Postage V Ln $ Total r $ Gardners Bay Ests Club r a Sent 7 'u PO Box 4 a Sveer •---------- `` -,----. East Marion, NY 11939 city,SI --------- 8/8/25,8:38 AM ( USPS.com®-USPS Tracking®Results USPS Tracking® FAQs > Tracking Number: r,,�� Remove X 70210950000092451603 l�1 Copy Add to Informed Delivery(https:Hinformeddelivery.usps.com/) Latest Update Your item was picked up at the post office at 12:55 pm on August 5, 2025 in EAST MARION, NY 11939. Get More Out of USPS Tracking: USPS Tracking Plus° m a Delivered Delivered, Individual Picked Up at Post Office EAST MARION, NY 11939 August 5, 2025, 12:55 pm See All Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking Plus® V Product Information u See Less Track Another Package Enter tracking or barcode numbers https://tools.USDS.com/ao/TrackConfirmAction?atc tLabels1=70210950000092451603 1/2 1. f f �f ✓c � r t �- y t\ y We A NOTICE OF 1cARING a .. � I bUDwirg applicatioe will be haald by tM gouMold To «t� - 3!' of Appls at Town Hall,53095 Main Road,S ea ou - - -- Tne application will ALSO be avallabM VIA ZOOM WEBI R-Folbw -- — 6' - nnk-httpdisoutholdtownny.gov/calend r.aspx Name RONTIRIS,NICHOLAS #8026 =_ S"M#: 1000-37-5-15 - VARIANCE:YARD SETBACKS,LOT COVERAGE,GFA&SKY PLANE _ REQUEST: DEMOLISH(AS PER TOWN CODE g' �j DEFINITION)AN RECONSTRUCT 1, """ SINGLE-FAMILY D ++. s DATE THURS..puou3T 7,2025 10:20 AM ,- Tou mky rovikw ew fi x.-,uwn�'•'olulM1 unEar Town R-coNSAMkDllnk: . I ZB/u 0okro M1lsl on Of/1tk bNplrone(6]11)65-taOB t'«. pp_ Aceon,l PonU1�W -' _ • F K G ylrx i i r a, f 1:k -rrr _ 7 7 iV31iK$ BOARD MEMBERS ? of on _ < Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road • P.O.Box 1179 Patricia Acampora ~ Southold,NY 11971-0959 Robert Lehnert,Jr. � Office Location: Nicholas Planamento • y0 Town Annex/First Floor Margaret Steinbugler O`iYC0lll1'l�� 54375 Main Road(at Youngs Avenue) ' Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 May 21, 2025 Mark Terry, Assistant Town Planning Director LWRP Coordinator EM ,7D� Planning Board Office = Town of Southold Town Hall Annex 2Southold,NY 11971 c�uTM',::4 ING BOARD Re: ZBA File Ref. No. # 8026 — Rontiris. Nicholas Dear Sir or Madam: We have received an application demolish(as per Town Code definition)and reconstruct a single family dwelling. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map, project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures of LWRP Section 268-5D is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman ChairpeV) ,'# _._.._ By: , Encl. Site Plan/Survey: Ciardullo Architecture& Engineering, P.C., last dated March 19, 2025 Public Hearing Date: August 7, 2025 BOARD MEMBERS ©v,-,SO(%jtip Southold Town Hall Leslie Kanes Weisman,Chairperson ,`O ,, 53095 Main Road• P.O.Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. Office Location: Nicholas Planamento Q Y Town Annex/First Floor Margaret Steinbugler UI ., 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 May 21, 2025 Mr. Joseph E. Sanzan6, Director Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Mr. Sanzano: Please find enclosed the following application with related documents for review pursuant to Article XIV of the Suffolk County Administrative Code: ZBA File #: 8026 Owner/Applicant: Rontiris, Nicholas Action Requested: demolish (as per Town Code definition) and reconstruct a single family dwelling Within 500 feet of: ( ) State or County Road (� Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land ( ) Boundary of Agricultural District ( ) Boundary of any Village or Town Within one (1) mile (5,280 feet) of: ( ) Boundary of any airport If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA Chairperson By: Encls. ChM Site Plan/Survey: Ciardullo Architecture & Engineering, P.C., last dated March 19, 2025 Appendix A - County Referral Form Appendix A—Suffolk County Planning Commission Guidebook Suffolk County Planning Commission Submission Cover Form for Planning and Zoning Referrals Municipality: Town of Southold Hamlet: East Marion Local Case Numbe : 8026 District: 1000 Section: 37 Block: 5 Lot: 15 Local Meeting Date: 5 Application/Action Name: Rontiris, Nicholas Public Hearing: o Yes ONo Referring Agency: Type of Referral: Planning Board or Commission ❑✓ GML239/A14-14 S.C.P.C. Regulatory Review • Zoning Board of Appeals FISEQRA Coordination &Advisory Town Board/Village Board of Trustees Request for Informal Input from S.C.P.C. SEQRA Action: FIEAF Lead Agency ODraft Scope ODraft EIS Final EIS Findings Brief description of application or proposed action: demolish (as per Town Code Definition) and reconstruct a single family dwelling Type of Action Please check appropriate box below if action is located within the Suffolk County Pine Barrens Zone, within one mile of a nuclear power plant or airport or within 500 feet of.• A municipal boundary, The boundary of any existing or proposed county, state, or federal park or other recreation area, • The right-of-way of any existing or proposed county or state road, • An existing or proposed county drainage channel line, The Atlantic Ocean, Long Island Sound, any bay in Suffolk County or estuary of any of the foregoing bodies of water, The boundary of county, state, or federally owned land held or to be held for governmental use, The boundary of a farm located in an agricultural district. Comprehensive Plan (Adoption or Amendment) Subdivision �SEQRA Only ❑Zoning Ordinance or Map (Adoption or Amendment) RUse Variance ❑Moratorium ❑Special Use Permit/Exception/Conditional Use Area Variance Site Plan Code Amendment Official Map Note: The above represents a summary of the required actions subject to referral to the Suffolk County Planning Commission.The provisions of GML and Laws of Suffolk County must be used to verify which actions are subject to referral and the related procedural requirements. Contact Information Municipality Contact Name: Leslie Kanes Weisman Department/Agency: Zoning Board of Appeals, Town of Southold Phone Number: 631-765-1809 Email Address: donnaw@town.southold.ny.us Applicant Contact Name: Patricia Moore, Esq. Applicant Address: 51020 Main Road, Southold, NY 11971 BOARD MEMBERS ��OF sof/j�o Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O l0 53095 Main Road•P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. va Office Location: Nicholas Planamento 0 • �� Town Annex/First Floor Margaret Steinbugler COU 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD September 12, 2025 Tel. (631) 765-1809 Patricia Moore Attorney at Law 51020 Main Road Southold, NY 11971 Re: ZBA—Application#8026, Rontiris 240 Knoll Circle, East Marion SCTM No. 1000-37-5-15 Dear Mrs. Moore; Transmitted for your records is a copy of the Board's September 4, 2025, Findings, Deliberations and Determination,the original of which was filed with-the Town Clerk regarding the above variance application. Please be sure to submit an application along with a copy of the attached determination to the Building Department. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals If you have any questions,please call our office. Sincere y, c Kim E. Fuentes Board Assistant Encl. cc: Building Department Recei eri ZONING INFORMATION KNOLL CIRCLE MAY 1 2�2 TOWN OF SOUTHOLD ZONE R-40 S.C.T.M,NO. DISTRICT,, )OQp SECTION:37 BLOCK:5 LbT(5J:t5 Zoning Board a1 AppO BAY1/►EW DRIVE LOT AREA = 9,940 SQUARE FEET i 4 LOT COVERAGE = 2,424 SF OR 24% OF SITE LEGEND 'as EXISTING FIRST FLOOR - 1,726 SF AREA OF EXISTING HOUSE n- EXISTING SECOND FLOOR - 1,064 SF EXISTING TOTAL - 2,790 SF (EXISTING NON-CONFORMING) AREA OF EXISTING GRAVEL DRIVEWAY TO REMAIN PROPOSED SECOND FLOOR - 1,225 SF �+ PROPOSED TOTAL - 2,951 SF ' ® REMAI EA OF EXISTING WOOD DECK TO ,�L =�D , �r AREA OF CONCRETE STOOP TO BE i� � �a� LAND N/F OF REMOVED . Yn' t . . a 0 to r GARQINERS BAY ESTATES 1 PROPERTY LINE u'�' � CLUB INC- 0.6Vr rfs 16'COMMONACCESS GUTTERS, w ` LEADERS,AN IO; u+ SHOWER DRAINS Z TO S£PIPED Td 8'DIAMETER EXIST NG TIMBER � , I `� g7 L{}T 3Z DRYWELL WALL TO REMAIN '" 1 'r 2 .`.`.. ... LOT 30 � -4 R A Wz 1 1125lYFRA4!E FRAME ADJACENT PROPERTY ''-' T s ADJACENT PROPERTY P IT . .... R F IN S Nt 4P COVERED' DECK( 1 n X - t`1QOI7 L. 4-f - NE OF) 2 -' PIRO OSED RUCXHpD G4� pptfR nd o o r EXISTING PLANTER TO REMAIN� DORMER N �J0i�30' 7 (Q��T� {�([� C, a• -6 1 FEMA MAP#36103CO177H 14.43' THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL EFFECTIVE g9/25/2gq9 .LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA 081AINED FROM OTHERS. EXISTING STONE WALL TO REMAIN AREA;9,778.87 SQ,FT, or 0,22 ACRES ELEYA770M PAWM• UNAUTHORt"ED ALTFRA77ON OR AODITTON TO 7HTS$URVEY IS A 6TOLA7T0N Or SECTION 72VV OF 774E NEW YORK STATE EDUCA AON LAW. COPIES OF THIS"WY J' MAP NOT BEARING THE LAND SURVEYORS EMBOS3FD SCAL SHALL NOT BE CONsrp€RED TO SE A VALID MOE COPY, GUARANTEES INDICATED HEREON SHALL RUN I G ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE nAt COMPANY, GOVERNMENTAL AGENCY ANO LENOIN17 INST7YU77O,V � \ TEPS.0 4/5Tf77 HEREON, AND TO THE ASSIGNEES OF THE LENOINC 4VS74TU77ON, GUARANTEE'S ARE NOT IRANSFERA&E, B' �0 • B� REMAIN THE OFFSETS OR DIMENSIONS 5-How HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SP£CIFTC PURPOSE AND Usr TNEREFORE THEY ARE / \ EXISTING EXISTING TIMBER WALL TO REMAIN NOT 4NTENOEp TO moNUMENr THE PROPERTY LTN:s OR TO GUIDE THE ER€CTTON OF FENCES, ADDIRONAL STRUCTURES OR AND OTHER 4MPROVEMENTs. EASEMENTS STEPS T �}.a�sv� 6-» AND/OR SUSSURFACE STRUCTURES R£CQ/DED OP UNRECORDED ARE Nor GUARANTEED UNLESS PHYSfCALLY EvOENT ON THE PREMISES AT THE TIME OF SURVEY TO 23'-,�• XISTINGTIMBER REMAIN SURVEY OF:LOT 31 f ',. V 7'/ \ WALL TO REMAIN CERTIFIED TO: NICHOLAS RONTIRIS; — 't " Try'w. EMINENT ABSTRACT,. INC,; N - MAP aF:GAROPtdERS BAY ESTATES SEC. 2 t.`* ,�'�.�.:�` — j \ FILED:SEPT. 23, 1927 No. 275 'j-' h WESTCOR LAND TITLE INSURANCE COtiPANY; / \ i' SITUATED AT-EAST MARlON ' 5 / ,.,' ".'':. . `.. '." :.'.,:•''.,`.'..:.• , �' :/ KENNETH M WQy_CRU1( LAND SUR_W,gNG PLf.0 TOM DT':S4UTHOlO \ ,�. .. SUFFOt K COUNTY, NEW PORK .x.-- — — — — — b• ,✓'''. Professional Land Surveying and Design r P O, Box 153 Aquebogue, New York 11931 :wh _ F1L.,,i224-136 SCALE:i"=20' DATE:oEPT. 10, 2g24 .� rlsaTtE(ea7}aa6-Lase rAX(831)"a-loss 'PROPOSED 15'NON-TURF BUFFER N,Y,5. LISC, Na 050BB7 �'�• '' (VEGETATIVE OR NON-VEGETATIVE)_ `,- - - - - - .., LINE OF EXISTING GRAVEL SITE SPRING POND WOOD BULKHEAD - BUFFER ZONE'. ... SURVEY SKY PLANE DIAGRAM: EAST TO WEST SECTION NTS SITE PLAN / \ 1 SCALE: 1/16"=V-0" / — — — — — — — — — — — — — — — — — �. — — — — — — — — — — — — — — — — — I I q c I I b T eY-0�• * 1 �•-"• -f SKY PLANE DIAGRAM: SOUTH TO NORTH SECTION NTS ARCHITECT: • DRAWING TITLE: REVISIONS SEAL: .4 A� DATE:3/19/2025 SCALE: AS SHOWN Ia u I l® SITE PLAN AN D Z0 N I N G NO. DESCRIPTION DATE ` � .; DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC ' iAlt ,r DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. NEW YORK,NY 10036 240 KNOLL CIRCLE ww1 A030100 wca dullo.com EAST MARION NY 11939 2)245-0010 ' ' ' N �' _KNOLL CIRCLE Received MAY 212025 Zoning Board of Appeals � w 1 _b GUTTERS,�'r. -LEADERS,AND. SHOWER DRAINS TOM PIPED TO,'..,. 8'DIAMETER t EXIST NC TIMBER 'DRYWELL .-. WALL TOREMAIN0. w j 12'-9" 29.5' w ' EXISTING BIN 2' ENCfSURE T I a REM II�IN WITH BEDRDOM NEW' OMPOSI CLADDING -4 GARAGE _ CIL BAT A ROOMEXISTIN ADJACENT PROPERTY - SHOWER SHOWER TO i � 5' TO RE AIN � FLOOI�INGANDSI Mb�- ADJACENT PROPERTY I B DROOIJ , ' BEQROOM HALF BATH C `o 1 ' KITCHENLIVING / P ROON — — — — 1 4'—i 1 4'-9" 24"—sr _ _ — J 5'-11" LINE OF 2nd Floor Dormer 4 PROPOSED DORMER t) 0 34.4' N EXISTING PLANTER TO REMAIN 9- 29'-5" EXISTING STONEWALL TO REMAIN E G STEPS TO REMAIN EXISTING EXISTING TIMBER WALL TO REMAIN 1 STEPS TO 23_t • XISTING TIMBER REMAIN ° WALL TO REMAIN N I M / O .. ., ,. '. .mow'✓�/ ,• �^c�z PROPOSED 15'NON-TURF BUFFERLO / (VEGETATIVE OR NON-VEGETATIVE / LINE OF EXISTING GRAVEL SPRING POND vuoOD BULKHEAD BUFFER ZONE . ARCHITECT: �� I I® DRAWING TITLE: ENLARGED SITE PLAN REVISIONS SEAL: �,, � ,�► DATE:311912025 SCALE: 32"=1'-0" CN0. DESCRIPTION DATE ! � � DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC � ice � DWG N0, 417 FIFTH AVE,8TH FL. F DEMOLITION AND RECONSTRUCTION 0 HOUSE NEW YORK,NY 10036 240 KNOLL CIRCLE w w.ci 2 www.ciardullo.com EAST MARION NY 11939 ��i � www.ciardullo.com r "�,t �� , S.C.T.M. NO. DISTRICT. 1000 SECTION:"37 BLOCK: 5 LOT(S): 15 BAYVIEW DRIVE R 14 00, Received �o .R MAY 212025 Zoning Ramd c4jf ,orals RR''cLE 00, tl p 6�75.80 LAND N/F OF 50 o \ GARDINERS BAY ESTATES 1 U.P. R ;26 `r' \ CLUB INC. o.6'w \ 10' COMMON ACCESS 1.7'N s� \° UQ co�.� �9l o \ \ LOT 32 G O 0.3'E \ T .'.'.'.'.'.'.'.'.'.'.'. z 5, ........... \ m ....29•............. :::::''"''''''''''''''''' 1.9'E \ LOT 30 ems' \ s ,9 .'.'.'.'....:.:.:...:.:...:...:...:.....:............. �� 1 112 STY FRAME \ DWELLING#240 C°�pp j ....... FRAME \ DWELLING:•:•::. 12.5 :':'. J .. ... .. .. .... ' -� ................................... \ WOOD DECK .......... s �0 6, ....... 0 COVEED WOOD BRICK ST OOP DECK 1)v 00° SULK WOOD EAD N 15055113" W , 10. 17' 2 3 OD _ S65 59 NG p S 8504614211W S i 14.43' FEMA MAP 36103CO177H THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL EFFECTIVE 09/25/2009 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA:9,778.87 SQ.FT. or 0.22 ACRES ELEVA77ON DATUM- ______ ----- UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SECT70N 7209 OF 774E NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS7777J77ON LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 774EY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL S7RUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 31 CERTIFIED TO: NICHOLAS RONTIRIS; MAP OF:GARDINERS BAY ESTATES SEC. 2 EMINENT ABSTRACT, INC.; FILED:SEPT. 23, 1927 No. 275 WESTCOR LAND TITLE INSURANCE COMPANY; SITUATED AT:EAST MARION TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #224-136 SCALE:1 "=20' DATE:SEPT. 10, 2024 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S LISC. NO. 050882 N 35 382 6 s fl' e'' s o, DF- 00 i 17.1 .�i• � �` ` Cp1 ® � 'm '�, \` ------ - 3t 4 e ` 111N I Im ORIENT 4 ,e 23.2 ryaw ' 3 11 Spring P N Nxx nTeR Pond 2 A(c) i HARBOR 6.9A(c) 8 7 sarorsFi,NE l i ell +t 15.11 , Irr VIL fe r N350482 I NOTICE C�Nmoo ^ COUNTYOFSUFFOLK © e031TOWN OF SOUTHOLD SECTION NO WIND MAINTENANCE,ALTERATION,SALE OR Real Property Tax Service Agencyv01STRIBUTION OFANY PORTION OF THE 037 VILLAGE OF7SUFFOLKCOUNTY TA%MAP IS PROHIBITED CO80,y CDDMf RIVencee. 1,901 03(SGIEMFEET. M 732WTHOUT WRITTEN PERMISSION OF THE 180 a too Zoe A 03B DISTRICT NO 1000 PROPERTY TA%SERVICE AGENCY. I P PROPERTYMAP mNYERSIaN GATE:A,g 18,PI1T DRAWING LIST CONTRACT SET DWG NO. DRAWING TITLE SHEET NO 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 A061.00 REMOVAL PLANS 8 A062.00 REMOVAL ELEVATIONS 9 A063.00 REMOVAL ELEVATIONS 10 A101.00 FIRST FLOOR PLAN 11 A102.00 SECOND FLOOR&ROOF PLAN 12 A201.00 ELEVATIONS 13 A202.00 ELEVATIONS 14 A301.00 SECTIONS 15 A302.00 SECTION DETAILS 16 A801.00 REFLECTED CEILING PLANS 17 S100.00 FOUNDATION PLAN 18 H A S101.00 FIRST FLOOR FRAMING PLAN 19 S102.00 SECOND FLOOR FRAMING PLAN 20 S103.00 ROOF FRAMING PLAN 21 240 KNOLL CIRCLE P100.00 PLUMBING RISER DIAGRAM 22 EAST MARION , NY 11939 ;'rr .:s. ^>,^x ,.q. .,d. )n " , r' '•Y. 3.1! i'•.y b r .pi.i.1. ., dmi' ... ,.+ t^[ s♦ r 4 :e':.Sx o g. n. +. P 'C y g�'',c . ,.'ti''. - „ f -gg i. ,: ,........ 7•'.'' � ,.�,.L°"`,`^,°" of,., .;3,:�' .�# - '�1YSJ x�^ " i, "B x was f 1�r 7p•- f � zya , s' 'n E , , n aF C" ,x� 1 nC. , yy 3w ,I Y:x y sX,y q { f , 1' a , : t `,.,+ vl of. 7 .E s:, ti } } e'yt1, i ,f z k 4. 5 r ^ Y ry , "7� n 7 ')Y•S i ki r- r.,�rzY .r 4 tP'S;'4.• aZ, �.`:@" ii .:,I`,il'�nsM1 �^#. Fyra`:,�'f."�C. �..#+.. ,th, .a .•J.'.'�fir- { y'f�,. _�} av •�t" '«�tdik" 39w w % ,ij' s} t } k a .r" :f 'Y C'a 4 a, 1;• br Y� y a' _ N.a �{ 5£ n5 .ei., A 5� _ ;5y ?�Y i/ p �I! T' f «t�, .k R^ qq a•a.. �Y$si pp a t • I .f`a.t a r =r ry 4 �., e i i a_ y" y.n b.» »3' E: /. Y K ,i ;,;J!' n! .ty u,-f3 '�' �✓ J.. . 110 , r' , a 4 ;s ?h w . F y t r 4 x "8w I qp,e f.i. f" ql mar .t y� t' < N =4 a. a'a y„ f^ xx i tea• .. ,. 1 ARCHITECT: i �� I® DRAWING TITLE: COVER & DRAWING LIST REVISIONS SEAL; ��°""ED"""``"�~ DATE:11912025 SCALE: NTS NO. DESCRIPTION DATE *� 1 s DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG N0. HOUSE RENOVATION u 417 FIFTH AVE,8TH FL. * , a1' . NEW YORK NY 10036 T:(212)245-0010 240 KNOLL CIRCLEt` � � " - m www.ciardullo.com EAST MARION, NY 11939 A001 ' 00 "mot GENERAL NOTES 1. THE PROPOSED PROJECT IS THE RENOVATION TO AN EXISTING HOUSE. A CONTINUOUS DORMER WILL BE ADDED SECTION R300 BUILDING PLANNING 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 TRIBUTARY LOADED AREA IN SQ FT FOR ANY YORK STATE AND LOCAL JURISDICTIONS REQUIREMENTS. 3 SECOND GUST 120 FROM TABLE 301.2(1) ROOF SLOPE 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 127FT(1:1) 16 14 12 THE WORK. 4. DO NOT SCALE THE DRAWINGS.USE DIMENSIONS ONLY.ALL DIMENSIONS TO BE CHECKED BY THE TABLE R301.5 RISE 127FT(1:1)AND GREATER 12 12 12 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 RESIDENTAL 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(#/SQ.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 EXECUTION OF THE WORK IS THE RESPONSIBILITY OF THE CONTRACTORS AND SHALL BE REPAIRED TO THE STRUCTURAL MEMBER ALLOWABLE ( ) 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 H/180 SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. FLOORS AND PLASTERED CEILINGS U360 9. HEIGHT AND AREA LIMITATIONS ALL OTHER STRUCTURAL MEMBERS L/240 EXISTING AND PROPOSED ADDITION ARE UNPROTECTED WOOD-FRAMED CONSTRUCTION. EXTERIOR WALLS WITH PLASTER OR STUCCO H/360 • 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 &:PARATION DISTANCE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. FIRE-RESISTANCE 1 HOUR-TESTED IN ACCORDANCE WITH ASTM El19 UL 263 OR SECTION 0 FEET R302.5.1 OPENING PROTECTION. RATED 703.3 OF THE INTERNATIONAL BUILDING CODE WITH EXPOSURE FROM BOTHOPENING FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING SHALL NOT WALLS SIDES BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND THE RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 18'THICKNESS,SOLID OR HONEYCOMB NOT FIRE RESISTANCE 0 HOURS 0 FEET RATED CORE DOORS NOT LESS THAN 18'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 THAN 450. NOTES: R302.9.3 TESTING TESTS SHALL BE MADE IN ACCORDANCE WITH ASTM E84 OR UL 723. FOR ALTERNATIVE a. THE FIRE-RESISTANCE RATING SHALL BE PERMITTED TO BE REDUCED TOO HOURS ON THE UNDERSIDE OF THE EA,VE OVERHANG IF TESTING METHODS REFER TO R302.9.4. 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 GABLE VENT OPENINGS ARE NOT INSTALLED. ARCHITECT: ■ DRAWING TITLE; REVISIONS SEAL, DATE:11912025 SCALE: NITSCiar d U ® NOTES NO. DESCRIPTION DATE - 4,�+ � DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC w - DWG NO. 417 FIFTH AVE,sTH FL. HOUSE RENOVATION � 4 NEW YORK,NY 10036 240 KNOLL CIRCLE T:(212)2 w 0 EAST MARION NY 11939A002 ,00f`° ww,ciardullo.cullo.com ''�,�^ 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 BLANK=TS 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 MATERIALS 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 4" MIN 4" MIN " MIN WALL ASSEMBLIES,CRAWL SPACES AND ATTIC S SHALL EXHIBIT A FLAME-SPREAD INDEX NOT TO PARALLEL ROWS OF STUDS OR STAGGERED STUDS. 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 a 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 Id NOT LESS THAN 16 INCHES MEASURED VERTICALLY. WHERE PIPING EXCEPTIONS; CONDUIT OR SIMILAR 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 DEMONS-RATE 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 FIRE AND HOT GASES. CANIULC S102.2. w w 30-' 24" 3. FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION R316. V N J MIN LEAK 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 CANIULC R302.12 DRAFTSTOPPING INCOMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER S102.2. BELOW THE CONCEALED SPACE OFA FLOOR-CEILING ASSEMBLY,DRAFTSTOPS SHALL BE HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 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 ABOVE THE FLOOR. ACCORDANCE WITH CANIULC 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 THE 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 R302.121 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 APPLIEDCANNOT 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 SUPPORT ED..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 INTEGRTY 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 NOT REQUIRED ELSEWHERE IN THIS CODE TO BE EXCEPTION: MIRRORS AND GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT 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 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 DIRECTLY 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 ASSEMBLIES 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 OF 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 El 36 REQUIREMENTS. 3.2 FIREBLOCKING IN ACCDRDANCE 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 ASSEMBLIES 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 23132-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 MO-ORS 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 MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. RECESSED LUMINARIES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL MEET THE 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL REQUIREMENTS OF SECTION N11)2.4 OF THIS CODE. �• ,, 263,FOR SPECIFIC APPLICATION. ( v ARCHITECT: Ciardullo DRAWING TITLE: REVISIONS SEAL: """� DATE:119I2025 SCALE: NTS NOTES � � NO. DESCRIPTION DATE F 14 DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG NO. :- 417 FIFTH AVE,8TH FL. HOUSE RENOVATION . T:(21 NEWYORK,-0010NY 240 KNOLL CIRCLE , I A003 ,00 www.ciardullo.com EAST MARION, NY 11939 op R311 MEANS OF EGRESS R312 GUARDS AND WINDOW FALL PROTECTION TABLE N1102.1.2 R312.1.1 MEARDS SUREDVLLBICALLY TO DED LANDINGS GRADE DMORE THAN 30INCHES INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT R311,1 A CONTINUOUS AND UNOBSTRUCTED PATH OF VERTICAL AND HORIZONTAL MEASURED VERTICALLY TO THE FLOOR OR GR/,DE 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 THATALLOW PASSAGE OF A SPHERE 0 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 GALVANZED 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 CON-ACT 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. EXCEPTIONS: RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING ENVELOPE SHALL BE AIR TIGHT,IC RATED,AND SEALED TO 1. 1l2"DIAMETER OR GREATER STEEL BOLTS. THE DRYWALL. 2. FASTENERS OTHER THAN NAILS,STAPLES AND TIMBER RIVETS SHALL BE BATT INSULATION SHALL BE CUT NEATLY TO FIT AROUND WIRING AND PLUMBING IN EXTERIOR WALLS,OR INSULATION R317 PROTECTION AGAINST DECAY PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC-COATED STEEL AND THAT READILY CONFORMS TO AVAILABLE SPACE SHALL EXTEND BEHIND PIPING AND WIRING. COATING WEIGHTS IN ACCORDANCE WITH ASTM B695,CLASS 55 MIN. 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 WE`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 DEPOSITED 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 tESENCE OF THE MANUFACTURER'S Compliance Certificate WALLS HAVING CLEARANCES OF LESS THAN'INCH ON TOPS,SIDES AND RECOMMENDATIONS,SECTION R317.3.3 SHALL NPPLY. 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 NYStretch-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 HDD) 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 Has MEMBERS. Has Battery:er false y: ry� 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& Engng TO THE WEATHER THAT SUPPORTS PERMANENT STRUCTURES INTENDED FOR 4177'Fifth lAvve. HUMAN OCCUPANCY SHALL BE APPROVED PRESSURE-PRESERVATIVE-TREATED 8th Floor New york,NY 10016 WOOD SUITABLE FOR GROUND CONTACT USE. 212 245-0100 gvarthalamis@ciardullo.com $^ ✓ ' ter.,.: i- R317.1.4 WOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY RESISTANCE 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 slab-on-grade 6"ABOVE EXPOSED EARTH. assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. R317.2 LUMBER AND PLYWOOD REQUIRED TO BE PRESSURE-PRESERVATIVE TREATED Envelope Assemblies SHALL BEAR THE QUALITY MARK OF AN APPROVED INSPECTION AGENCY THAT " '; :;,;" 4,_ 0= MAINTAINS CONTINUING SUPERVISION,TESTING AND INSPECTION OVER THE07 QUALITY OF THE PRODUCT AND THAT HAS BEEN APPROVED BY AN Window:Wood Frame SHGC:0.30 225 0.270 0.270 61 61 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 LUMBER 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 Project Title:240 Knoll Circle Report date: 01/09/25 Data filename: Pagel of 2 � ARCHITECT: DRAWING TITLE: REVISIONS SEAL: „� � DATE:11912025 SCALE: NTS Ciardullo NOTES & ENERGY CODE COMPLIANCE N0. DESCRIPTION DATE ��`��' �� '��+ DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG N0. HOUSE let I RENOVATION ` ' 417 FIFTH AVE,8TH FL, � t3 " �`g6'• i" NEWYORK,NY 10036 240 KNOLL CIRCLE 4 YA004 ,00 T:(212)245-0010 N www.ciardullo.com EAST MART 0 NY 11939 BUILDING COMPONENT CRITERIA e.) THE ENDS OF EACH JOIST,BEAM,OR 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 a.) LOTS SHALL BE GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS,THE 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 GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 6"WITHIN THE FIRST 10'. BY A GRADE MARK OF LUMBER GRADING OR INSPECTION AGENCY THAT HAS BEEN APPROVED f.) JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS BY BY FULL DEPTH SOLID BLOCKING NOT BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC PS20. b.) IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION,THE LOAD-BEARING VALUES IN TABLE LESS THAN 2"NOMINAL IN THICKVESS;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&PAINDS.COMPONENTS OF EXTERIOR WALLS SHALL BE FASTENED IN LIMITATIONS SPECIFIED IN R502.3 OF 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 SEDIMENTARY&FOLIATED ROCK 4,000 SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER. TOP PLATE SHALL BE OFFSET AT LEAST 24". SANDY GRAVEL AND/OR GRAVEL 3,000 i. FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE R602.3(1).WHERE POSTS AND BEAM e.) WHERE JOISTS,TRUSSES,OR RAFTERS ARE SPACED MORE THAN 16"O.C.AND THE BEARING STUDS BELOW ARE SPACED 24"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 T OF THE TRINMER 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 JOIST CONNECTIONS WHEN THE HEADER JOIST SPAN EXCEEDS 61.TALL JOISTS OVER 12"LONG SHALL BE SUPPORTED AT THE HEADER BY FRAMING ANCHORS OR ON LEDGER 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 STRIPS NOT LESS THAN 2"X2". DEPTH NOT EXCEEDING 25%OF ITS WIDTH.STUDS IN NONBEARING PARTITIONS MAY BE 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 5/TMS 402. k.) WHEN THERE IS USABLE SPACEBOTH 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 5/8"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,DRAFTSTOPPING 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: LOAD-BEARING WALL,NECESSITATING CUTTING,DRILLING,OR NOTCHING OF THE TOP PLATE CONCRETE. -CEILING IS SUSPENDED UNDER THE 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 V1F H 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, m•) WOOD STRUCTURAL PANEL SHEATHING USED FOR STRUCTURAL PURPOSES SHALL CONFORM TO k.) FOR HEADER SPANS,SEE TABLES R502.5(1)AND R502.5(2) 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 m.) k.) DRAINS SHALL BE PROVIDED AROUND ALL CONCRETE FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR AGENCY, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL DRAFT OPENINGS(BOTH VERTICAL AND 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 SUBFLOORINGOR 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 SUBFLOOR OR 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 F_OORS 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 WALLS SHALL HAVE 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 AND 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 FILL 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 SLAG PASSING 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 EELOW 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 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 t.) AN APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6"SHALL BE PLACED STRENGTH OF 3,000PSI WITHIN 28 DAYS.MINIMUM CEMENT FACTOR SHALL BE 6.75 BAGS OF THAT SUPPORT ATTICS UTILIZED FOR LIMITED STORAGE OR NO STORAGE SHALL BE DETERMINED IN ACCORDANCE WITH BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE THE PREPARED A 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,PAATIOSTIOS ANDD OTHER FLATWORK NOT LIKELY 10 BE ENCLOSED AND HEATED AT A LATER DATE. TABLE R502.3.1(2)SHALL BE UTILIZED TO DETERMINE THE MAXIMUM ALLOWABLE SPAN OF FLOOR JOISTS THAT SUPPORT ALL 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. ARCHITECT: DRAWING TITLE: REVISIONS SEAL: �� "" DATE:1/912025 SCALE: NITS Ciardullo NOTES Ajqo NO. DESCRIPTION DATE S f DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG NO. 417 FIFTH AVE,8TH FL. HOUSE RENOVATION + NEW YORK,NY 10036 240 KNOLL CIRCLE T:(212)245-0010 A005 ,00 www,ciardullo.com EAST MARION, NY 11939 10,� , ,: s.) EXTERIOR WINDOWS AND DOORS SHALL BE DESIGNED TO RESIST THE DESIGN WIND LOADS LOADS SPECIFIED IN TABLE R301.2(2) 5.) ROOF-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.) LOAD 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 ANCHORS SHALL BE EMBEDDED INTO THE FRAME CONSTRUCTION. PS 20. u.) AT MULLIONS OCCURRING BETWEEN INDIVIDUAL WINDOWS AND GLASS DOOR ASSEMBLIES,MULLIONS SHALL BE DESIGNED TO c.) ROOF-CEILINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THE NYS RESIDENTIAL CODE TRANSFER THE DESIGN PRESSURE LOADS APPLIED BY THE WINDOW AND DOOR ASSEMBLIES TO BE SUPPORTED WITHOUT (CH.8)OR IN ACCORDANCE WITH AF&PA/NDS AND ASCE 7.COMPONENTS OF ROOF-CEILINGS SHALL BE FASTENED IN DEFLECTING MORE THAN U175,WHERE L=THE SPAN OF THE MULLION IN INCHES.MULLIONS SHALL BE CAPABLE OF RESISTING A LOND ACCORDANCE WITH TABLE R602.3(1), 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,) RAFTERS SHALL BE FRAMED TO RIDGE BOARD OR TO EACH OTHER WITH A GUSSET PLATE AS A TIE.RIDGE BOARD SHALL BE AT LEAST 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 RAFTER.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 SECTON 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 IN 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.) ENDS 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 NAILED 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.Al RESIST SUCH THRUST. EDGES AND ENDS SHALL OCCUR ON THE FRAMING MEMBERS,EXCEPT THOSE EDGES AND ENDS THAT ARE PERPENDICULAR 70 THE FRAMING MEMBERS.INTERIOR GYPSUM BOARDSHALL NOT BE INSTALLED WHERE IT IS EXPOSED TO THE WEATHER. g.) ALL CEILING 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 A108.1,A108.4,A108.5,A108.6,A108.11,Al 18.1,A13bd, BE PROVIDED WITH LATERAL SUPPORT AT POINTS OF BEARING TO PREVENT ROTATION.RAFTERS AND CEILING JOISTS HAVE A AND A137.1 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 BOA`O 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"FOR5l8" 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 MEASURED 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 ENDS 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.) NOTCHES 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 114 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 113 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 GENERAL MECHANICAL AND PLUMBING SYSTEMS PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE.APPROVED CORROSION-RESISTANT FLASHING SHALL EE 6.) 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 TFE PERIMETER OF THE OPENING,INCLUDING CORNERS,DO NOT REQUIRE ADDITIONAL FLASHING,AND JAMB FLASHING MAY ALSC 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, -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 ARCHITECT: DRAWING TITLE: NOTES REVISIONS SEAL: � � DATE:119/2025 SCALE: NTS Ci ardullo NO. DESCRIPTION DATE DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC � £�� '� �'►� DWG N0. HOUSE RENOVATION 417 FIFTH AVE,8TH FL. NEW YORK,NY 10036 240 KNOLL CIRCLE T:(212)245-0010 A006 ,00 www.ciardullo.com EAST MARION, NY 11939 oo }' r F— rkEXISTING RIDGE _ 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. 9'-p^ 3. ALL ROOFING TO BE REPLACED IN ITS ENTIRETY. r rF======— �—11 r rF=_____ r rF=_____- - r rF=_____— � ' II 11 ' ' 11 III ' Ii 11 ' ' Il 11 ' ' II Il ' ' 11 11 ' ' II 11 ' ' ►1 Il ' ' II 11 ' ' 11 11 ' ' I► 11 ' III Ii ' ' 11 11 ' ill II ' ' 11 11 ' III Il ' ' ll 11 ' ' ll III ' ll II ' III 11 ) FIRST FL I ® I I ® I I ® I I ® I SOUTH ELEVATION REMOVALS i EXISTING RIDGE 31 —1_ - 20'-0" I I I I I I 4 SECOND FL - 9'-01. i F— — — — F- - — — I'I I11 II1 III III III ''I I'i II1 I11 III I11 Il q II a II q 111 4 111 FIRST FL 0'-0" EAST ELEVATION REMOVALS ARCHITECT: DRAWING TITLE: REVISIONS SEAL: DATE:1/912025 SCALE: 1/4"=1'-0" REMOVAL ELEVATIONSCiardullo NO. DESCRIPTION DATE ,, ?�, DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC °� � Ja DWG NO. HOUSE RENOVATION 417 FIFTH AVE 8TH FL. NEW YORK,NY 10036 240 KNOLL CIRCLE d' A062 ,00 T:(212)245-0010 t www.ciardullo.com EAST MARION, NY 11939g EXISTING RIDGE - 20'-0" I REMOVAL LEGEND I EXISTING WALLS TO REMAIN I I I - - - EXISTING TO BE REMOVED II I III III III I III III I II ® J II I 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. --11 I II II II II I I I I II II I I I I I I II ® II II II I I I I I I II II II II L_ J I I I II III III III III �q III III � _ _ � III ® III III ® III III III FIRST FL LL 04 III - - JII WEST ELEVATION REMOVALS EXISTING RIDGE — — — — — — — — — — — — — ❑5 �_ — 1 — — — — — — — 20'-0" r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - I I I III 11111 III I III 11111 III I III I III I III JII SECOND FL 91.011 FF--r III II II p II II II II II I I I I I I I I I I II II II II II II II ® II II II I I III III III III ��_--J� III I q III II I III 4 I II III ® III III ® 14 III II I �L I II ® II I FIRST FL L 0'-0° NORTH ELEVATION REMOVALS ARCHITECT: Ciardullo DRAWING TITLE: REVISIONS SEAL: �"'"�""` DATE:11912025 SCALE: 114"=1'-0" REMOVAL ELEVATIONS N0. DESCRIPTION DATE � ��°�% DRAWN BY: G,VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG N0. , . 417 FIFTH AVE,8TH FL. HOUSE RENOVATION KNOLL CIRCLE N. NEW YURK,NY 10036 240 T:(21 2 0 EAST MARION, NY 11939 ' x A063 ,00 www,ciardullo.cullo.com 21 A301 21 A302 A202 7 1 29'-6,o 7 I I EXT.1 GENERAL CONSTRUCTION NOTES 1. EXISTING SLAB ON GRADE TO REMAIN. CONSTRUCTION LEGEND SLAB TO BE EXTENDED AS REQ'D FOR NEW WALLS NEW WALLS OF GARAGE ENCLOSURE. ALL NEW COLUMNS TO BE SUPPORTED Tcm TRY EXISTING WALLS TO REMAIN BY NEW CONCRETE FOOTINGS AS NOTED 1;A30111 A301 EXISTING WINDOW ON DRAWINGS.S.O.G.TO BE PARTIALLY FAMILY N LOCATIONS Q REMOVED I L N REQUIRING NEW WINDOW NEW FOOTINGS OR THICKENED SLAB. I I ROOM 2. CONTRACTOR TO PROTECT ADJACENT WALL TYPES AREAS OF HOUSE TO REMAIN. I ® 3. PATCH AND REPAIR AREAS OF EXISTING 2X4 WOOD STUD WITH HARDWOOD FLOOR AS REQ'D. 00 O 518"GWB.EACH SIDE 4. ALL ROOMS TO BE PAINTED.WALLS,ALL TRIMS AND CEILING.PAINT COLORS TBD. GA /`AGE 2X4 WOOD STUD WITH CONTRACTOR TO PROVIDE APPROX.4 — — — f-1 — — — — — — — — — — — SAMPLES TOTAL.SAMPLES TO BE 2'x2'. 518"GWB.EACH SIDE 5. GARAGE FLOOR SLAB TO BE PAINTED ( 0 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. 7. NEW FLOORING AND WALL TILE TO BE 518"GWB.INTERIOR O 3 DETERMINED BY OWNER, R-21 CAVITY INSULATION 8. NEW STANDALONE ATTIC VENT FOR NEW EXTERIOR SIDING PER ELEVATIONS DRIER. I I INTERIOR DOOR SCHEDULE 2'-6"x 6'-8" BATHROOM NOTES 1. ALL NEW FIXTURES IN BATHROOMS TO 0 2'-0"x 6'-8' BE NEW,TO BE CHOSEN AND APPROVED EXT.2 1'-6"x 6'-8" BY OWNER. [4] 2'-6"x 6'-8"-PAIR,POCKET 2. ALL NEW FLOOR AND WALL TILE TO BE I O O NEW AND CHOSEN BY OWNER. _ U D/ KITCHEN 31 3. INSTALL NEW'"CEMENT BOARD OVER 4 N LA N D RY O 0 MIL.POLYETHYLENE AT WET WALL o 04 EXTERIOR DOOR SCHEDULE LOCATIONS. ROOM 4. FLOOR TILE IN NEW BATHROOMS TO BE EXT.1 FRONT DOOR INSTALLED OVER LATICRETE 1 LIQUID-APPLIED WATERPROOFING EXT.2 MUD ROOM MEMBRANE.EXTEND MEMBRANE 6"UP N EXT.3 WALL SURFACES AT ALL SIDES. I I 108T I I 1% CD FV � M I I V Lu Lu tY u- Q C7 H LIVING ROOM/ D NING ROOM w U I I I I I I I I 4'-0" 34'-6" A2O FIRST FLOOR PLAN11A302 SCALE: IW'=1'-0" ARCHITECT: ■ DRAWING TITLE: REVISIONS SEAL: " ` DATE:119/2025 SCALE: 114'=1'-0" Ciardullo FIRST FLOOR PLAN EA NO. DESCRIPTION DATE � 4 DRAWN BY: G.VARTHALAMIS ° + ARCHITECTURE&ENGINEERING,PC DWG NO.�`� �' �,, . �" � HOUSE RENOVATION 417 FIFTH AVE,8TH FL. � 1 NEWYORK,NY 10036 240 KNOLL CIRCLEA101 ,00 T:(212)245-0010 ( - Rri 4 www.ciardullo.com EAST MARION, NY 11939 ROOFLEGEND 21 A301 21 A301 AREA OF NEW ROOF: 21 A301 A202 21 A302 A202 - NEW ASPHALT ROOF 1 SHINGLES 1 - NE"PLYWOOD SHEATHING 5'-0" 24'-6" NE"ROOF JOISTS - NE"WATERPROOFING MEMBRANE I AREA OF NEW ASPHALT ROOF MEMBRANEONLY NEW 1 I A301 1 31 A301 11A301 DORMER 31A301 BEDROOM �b� BEDROOM i 2 i 3 i I I I I I 12'-4" 10'-8" I X-6" 2 - ❑2 0 1L I ❑2 I I � I I N � N EXISTING N 2 0� 2 <C-4 CD ROOF y„ L 4'-8" ❑2 2 ❑2 EXISTING - - - - - - - - - - - - - - -� Milt ROOF i BEDROOM 1 I D NEW i DORMER I I i i i 3 3D 21 A301 11 A302 1 21 A301 11 A302AA2O ROOF PLAN A201 , SECOND FLOOR PLAN SCALE: 1/4"=1'-0" ARCHITECT: Ciardullo DRAWING TITLE: SECOND FLOOR AND ROOF PLAN REVISIONS SEAL: ,: � DATE;11912025 SCALE: 114"=1'-0' NO. DESCRIPTION DATE` H", DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC € DWG NO, HOUSE RENOVATION ' 417 FIFTH AVE,8TH FL. 41 _ # NEWYORK,NY 10036 240 KNOLL CIRCLE Au1 T:(212)245-0010 Ins Al 02 ,00 vm.ciardullo.com EAST MARION, NY 11939 PROPOSED RIDGE 24'-8" — — — — — — 21 A302 — — — — — — — — C? 2/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 9'-0" SECOND FL — _ — — — — — — — 1.3. VAT ROOF EAVES FIRST FL 0'4" G65 G65 G65 G65 G65 SOUTH1 ELEVATION 21A301 1/A302 11 A301 PROPOSED RIDGE 24'-8" — — — — EXISTING RIDGE CW135 G42 60 Lo SECOND FL 1— G32 G44 FIRST FL LLj o'o° G65 G35 2 EAST ELEVATION 11A301 ARCHITECT: DRAWING TITLE: REVISIONS SEAL: DATE: SCALE: 114"=1'-0" Ciardullo ELEVATIONS N0. DESCRIPTION DATE , �1 � /'�r�� DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG NO. HOUSE RENOVATION >�f 417 FIFTH AVE,8TH FL. NEW YORK,NY 10036 240 KNOLL CIRCLE ' *' s T:(212)245-0010 A201 00 www.ciardullo.com EAST MARION, NY 11939 €� ,� _'' PROPOSED RIDGE — — — — — — 2/A302 eo �r 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. 0 WINDOW NOTES —1 �-- 21 A301 • ALL NEW WINDOW TAGS REFER TO ANDERSEN 400 SERIES CASEMENT AND GLIDING SERIES MODEL NUMBERS. G44 G/-4 GENERAL WOOD TRIM NOTES SECOND FL 1. ALL NEW TRIM TO BE HARD-PAINTED _ OD 1.1. 4"AT WINDOWS 1.2. 6"AT VERTICAL SIDING 1.3. 8'AT ROOF EAVES EKT.1 FIRST FL G64 0'-0" NORTH ELEVATION 11A302 21A301 l/A301 PROPOSED RIDGE 24'-8" — — I EXISTING RIDGE 20'-0" — — — — — — — — — — — — — — — — G42 G54 SECOND FL_ G32 ♦" -► EXT.2 FIRST FL 0'-0" G35 G65 l/A301 WEST ELEVATION ARCHITECT: iardullo DRAWING TITLE; ELEVATIONS REVISIONS SEAL: " `" DATE:11912025 SCALE: 114"=l'•0" TEE ARCHITECTURE&ENGINEERING,PC N0. DESCRIPTION DATE � ' r { 9 z DRAWN BY: G.VARTHALAMIS DWG NO. ,. 417 FIFTH AVE,8TH FL. HOUSE RENOVATION NEW YORK,NY 10036 240 KNO LL CIRCLE T:(212)245-0010 Ai=02 ,00 www.ciardullo.com EAST MARION, NY 11939 ,,` PROPOSED RIDGE co -v EXISTING RIDGE o BEDROOM 3 BEDROOM 2 t SECOND FL 9.4. �'... - . S FAMILY ENTRY GARAGE ROOM FIRST FL 0'0" SECTION SCALE: 1/4"=1'-0" PROPOSED RIDGE 24'.8" — — EXISTING RIDGE <f R BEDROOM 1 77 SECOND FL 1 5r� F" 1 .. .. '^ . y , 1 GARAGE LAUNDRY LIVING ROOM ROOM FIRST FIL 0'-01, 7- 7771F SECTION L SCALE: 1/4"=1'-0" ARCHITECT: Ciardullo DRAWING TITLE: REVISIONS SEAL: �, a� � DATE:11912025 SCALE: AS NOTED SECTIONS NO. DESCRIPTION DATE ` DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC � DWG NO. 417 FIFTH AVE,8TH FL. HOUSE RENOVATIONtr NEW YORK,NY 10036 240 KNOLL CIRCLE ^ T:(212)245-0010 A301 ,00 vim.ciardullo.com EAST MARION, NY 11939 . , � 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-30 INSULATION AT ROOF 2X12 WOOD RAFTERS PROVIDESOFFIT CONNECTOR SIMPSON STRONG-TIE VENT CONN=CTOR "H10" AT EVERY R-38 INSULATION AT ROOF RAFTER. HARD 2" RQID INSULATION CLOSURE 2" RIGID INSULATION CLOSURE WOOD TRIM 2-2X5 TOP PLATE CLAPBOARD PROVIDE SIMPSON STRONG-TIE SIDING R-21 INSULATION AT WALL CONNECTOR "H10" AT EVERY RAFTER. AIR/VAPOR 1/2"GYPSUM BOARD SOFFIT BARRIER VENT 2 - 2X6 TOP PLATE 2X6 STUD O 16" O.C. HARD 1/2" GYPSUM BOARD WOOD TRIM 2%6 STUD ® 16" O.C. CLAPBOARD SIDING AIR/VAPOR R-21 INSULATION AT WALL BARRIER J" PLYWOOD SUB-FLOOR HARDWOOD FLOOR PROVIDE SIMPSON - STRONG-TIE CONNECTOR ^ SECTION DETAIL "CS18" EVERY OTHER / -1 STUD. OR 16. GAUGE EXISTING FLOOR STRUCTURE! J y STRAPPING AT EVERY STUD SCALE: 114"=1'0" 2 SECTION DETAIL SCALE: 1!4"=1'-0" PROPOSED RIDGE 24'-8" -- — — EXISTING RIDGE — — BEDROOM 2 BEDROOM 1 SECOND FL .. .. y..,� .. .. ...4. 9 0 3' ENTRY KITCHEN LIVING ROOM FIRST FL 0'-0" #. 77 s V r SECTION v SCALE: IA"=T-0" ARCHITECT: DRAWING TITLE: REVISIONS SEAL: DATE:11912025 SCALE: AS NOTED Ciardullo SECTIONS & DETAILS N0, DESCRIPTION DATE ` DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG NO. HOUSE RENOVATION NE FIFTH AVE, FL. 240 KNOLL CIRCLE NEW YORK,NY 1000036 T:(212)245-0010 A302 ,00 www.ciardullo.com EAST MARION, NY 11939 I s � f� RCPLEGEND ® ® QO NEW LED 4" ROUND RECESSED LIGHT FIXTURE _ I I ENTRY �' ' I i-Q NEW EXTERIOR WALL SCONCE I -O NEW CEILING MOUNTED PEDNANT LIGHT� � NEW OUTLET O� 0. i' FAMILY NEW GFI OUTLETGFI I \\ 1 ROOM ::W NEW DEDICATED OUTLET DED i BEDROOM BEDROOM O O NEW SMOKE DETECTOR/CO DETECTOR I 2 3 l GARAGE $ NEW LIGHT SWITCH I I ELECTRICAL NOTES: I O I1. GENERAL CONTRACTOR TO VERIFY THAT EXISTING SERVICE IS I / I ADEQUATE FOR PROPOSED DESIGN,CONTRACTOR SHALL ( l INCLUDE ALL NECESSARY WORK TO COMPLETE ELECTRICAL y> INSTALLATION. 71 I � 2. ALL SWITCHES,OUTLETS,AND COVER PLATES TO MATCH O EXISTING.GANGED SWITCHES SHOULD BE COMBINED IN A / SINGLE PLATE. ' o O 3. LOCATION OF ALL ELECTRICAL DEVICES INDICATED MAY BE MODIFIED WITH OWNER AND ARCHITECT'S APPROVAL(BASED ON THE EXISTING ELECTRICAL LAYOUT).PROVIDE ALL NECESSARY 00 \ 1 WIRING,SWITCHES,DEVI-ES,LIGHT FIXTURES,ETC AS � rZ / ED GFI 'M REQUIRED. , � O I O 4. ALL OUTLETS AT WET LOCATIONS(WITHIN 6-0"OF A PLUMBING O _ FIXTURE)TO BE GFI. MUD/ \ O 5. OPEN AND PATCH WALLSAS REQUIRED FOR INSTALLATION OF O ALL NEW ELECTRICAL DEVICES AT EXISTING WALLS. LAUNDRY KITCHEN 6. SEE PLANS FOR NEW LIGHTING,SWITCHING&OTHER ° � IO ROOM ELECTRICAL DEVICE;;, � GFI ; I � • 77711 -- ;< ElL - - - - - DE O - - - - - � ° � O 5 o-' 11 / i BEDROOM 1 I\ 1 \ GFI O ° LIVING ROOM/ DINING ROOM Ll FIRST FLOOR RCP SECOND FLOOR RCP I� O ARCHITECT: �� I I® DRAWING TITLE: REVISIONS SEAL: DATE;11912025 SCALE: 114"=1'0" REFLECTED CEILING PLANS N0. DESCRIPTION DATE ,r„ ��°� DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC vt t � T DWG NO. HOUSE RENOVATION =� 417 FIFTH AVE,8TH FL. NEW YORK,NY 10036 240 KNOLL CIRCLE T:(212)245-0010 A801 ,00 wvuw.ciardullo.com EAST MARION, NY 11939 , �,� �P j �P NEW WOOD POST NEW WOOD POST AND CONC. FTG AND CONC. FTG GARAGE SLAB U N EXCAVATED ABOVE AREA NEW WOOD POST AND CONC. FTG EXISTING — FOUNDATION WALLS TO REMAIN (TYP.) P NEW WOOD POST AND CONC. FTG I — — — — EXIST.WOOD STAIR TO REMAIN I I NEW WOOD POST AND CONC. FTG P NEW WOOD POST AND CONC. FTG EXISTING CMU EXISTING WALLS REMAIN (TYP.) i BASEMENT i i L — — — — EXIST.SLAB ON GRADE U N EXCAVATE D AREA EXISTING FOUNDATION WALLS TO REMAIN (TYP.) Cl FOUNDATION PLAN SCALE: 1l4"=1'-0" ARCHITECT: DRAWING TITLE: REVISIONS SEAL: DATE:11912025 SCALE: 114"=T-0" Ciardullo FOUNDATION PLAN b NO. DESCRIPTION DATE ` # DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC ° DWG NO.B ' ' + 1 417 FIFTH AVE,sTH FL. HOUSE RENOVATION NEW YORK,NY 10036 240 KNOLL CIRCLEslooloo wm.c ardullo.00om EAST MARION, NY 11939 PLAN LEGEND 0 EXISTING WALL EXISTING FOOTING -- EXISTING WOOD FRAMING NEW BEAM/HEADER DIRECTION OF DECK SPAN NEW JOIST POST UP (BEGINS AT THIS LEVEL) Q POST DN j (ENDS AT THIS LEVEL) EXIST.SLAB ON GRADE EXIST.SLAB ON GRADE NOTES: 1. SAWN LUMBER HEADERS SHALL BE GRADE n NO.2 GRADE OR BETTER. P 2. FOR NEW 2X8 FLOOR JOIST TO BEAM CONNECTIONS, PROVIDE AND INSTALL SIMPSON LU26 FACE MOUNT JOIST NEW WOOD POST HANGERS. AND CONC, FTG U O v N O O F- x Ea T Z U O "v N _Ln O O O> I- Ln X W Li 0FIRST FL FRAMING PLAN SCALE: 1/4"=P-0" ARCHITECT: Ciardullo DRAWING TITLE. FIRST F L F RAM I N G P LAN REVISIONS SEAL: DATE:11912025 SCALE: = NO. DESCRIPTION DATE �' ! �� ' DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG NO. HOUSE RENOVATION t 417 FIFTH AVE,8TH FL. ZY °a ��; •1 � . NEW YORK,NY 10036 240 KNOLL CIRCLE , �:. T:(212)245 0010 EAST MARION, NY 11939 '° I siolloo www.ciardullo.com � PLAN LEGEND 0 EXISTING WALL EXIST. EXIST. EXIST. EXISTING FOOTING HEADER HEADER HEADER — — — — — — — I m — — - -- EXISTING WOOD FRAMING p NEW BEAM p P NEW BEAM/HEADER DIRECTION OF DECK SPAN NEW WALL ABOVE 2ND FLOOR NEW JOIST EXIST.WOOD JID ST @ 24"O.C. (VIF) EXIST.WOOD JOIST @ 24"O.C. (VIF) POST UP (BEGINS AT THIS LEVEL) J © POST DN (ENDS AT THIS LEVEL) w I w O I �' Q NOTES: X Q -... 1 W = _ SISTER NEW 2x FLOOR FRAMING 1. SAWN LUMBER HEADERS SHALL BE GRADE W = T x NO.2 GRADE OR BETTER. P 2. FOR NEW 2X8 FLOOR JOIST TO BEAM SISTER NEW 2x FLOOR FRAMING CONNECTIONS, PROVIDE AND INSTALL SIMPSON LU26 FACE MOUNT JOIST HANGERS. I �_ 0 1 xW W =EXIST. Lij HEADER I I _ _ no X Q ww Ln _ 01 O w = N NEW WALL ABO\ EXIST.WALL ABOVE Q 1 2ND FLOOR 2ND FLOOR i 00 I w 3: 1 co 0 co X Q W S I Ln I w = = W 1 P ( ) 14 118" VL /3/4 ST L P TE tTx �iL Xa cn0 1 1 Ww x Q u_ _ w = 1 Z U O ON N � I col wWI o = o EXIST.WALL AB( 0 2ND FLOOR O NEW WALL ABO\ S2 z 2ND FLOOR i W 1 1 � � w I 1 U) 0 XQ 1 1 wW W = 1 1 = I 1 — - - — — - - — - - - - - - - - - — - - - EXIST. EXIST. EXIST. EXIST. EXIST. HEADER HEADER HEADER HEADER HEADER 1—51 SECOND FL FRAMING PLAN SCALE: 1/4"=l'-O" ARCHITECT: ■ DRAWING TITLE; REVISIONS SEAL: DATE:11912025 SCALE: 114"=1'-0" Ciardullo SECOND FL FRAMING PLAN N0. DESCRIPTION DATE ;� � � DRAWN BY. G,VARTHALAMIS ARCHITECTURE&ENGINEERING,PC ' DWG NO, HOUSE RENOVATION A 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 it + II ROOF PITCH = (D ROOF PITCH �--� DIRECTION OF DECK SPAN I I (D Q } NEW RAFTERS POST UP v o (BEGINS AT THIS LEVEL) I _ O _ O O P POST DN I I w w (ENDS AT THIS LEVEL) II II II II II II P II o II Q ROOF PITCH ROOF PITCH II o II � I Cn I � v I I � Id II P II o CN I = I o Iw II II w u I W v I I z I o I I G I I U)a I I w o I I <<� �'` I I w o I I II II 0 I40 ROOF PITCH ROOF PITCH 7 - - — — — � I I w w I Q w P I x � i Ll L WBiqG[:- L WRIDo � o I I I x 40 9 I w w I Q� 0 NEW RAF ER LP — — — �(i _ O @ 24"O.C. P.) @� v I za- Ur zE W a II II o I u- o I = II p O I I ROOF PITCH ROOF PITCH I I O to I I w NEW NEW WINDOW HEADER WINDOW HI ADER — — —WINDOW HEADERCn _ J w - -- ~ — - - - - - - - - x I a NE WOOD FTE S SPA ED AT 2 "O.0 d w 00 N gVV Y"T G p PILIyWooq i— - - - - - - - - - - - - - - - - - - - — - - -� ROOF FRAMING PLAN SCALE: 1/4"=1'-O" �.J ARCHITECT: DRAWING TITLE: R 0 0 F FRAMING PLAN REVISIONS SEAL: DATE:1/912025 SCALE: CiardulloT N0. DESCRIPTION DATE �� ` �� '�� DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC " . .A ° , DWG NO. 417 FIFTH AVE,sTH FL. HOUSE RENOVATION a, �e NEW YORK,NY 10036 240 KNOLL CIRCLE ` S103 ,00 T:(212)245-0010 www.ciardullo.com EAST MARION, NY 11939 PLUMBING NOTES: ' 1. ALL NEW PLUMBING FIXTURES, FITTIN WAND ACCESSORIES ARE TO BE PROVIDED AE° INSTALLED BY GENERAL CONTRACTORS R,THE MANUFACTURER'S DETAILS ANDk SPECIFICATIONS. ' 2. PROVIDE INSULATION AT ALL EXPOSEDifit AND COLD SUPPLY PIPING AS REQUIRE[ 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 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 BATHROOM ` MASTER TICRE E LIQUID—APPLIED WATERPROOFING YPSUM WALL BOARD, 2� r 112�� BATHROOM 5. AMEMBRANE TO BE INSTALLED WALL-TO—WALL r I I AT ALL DAMP AND WET LOCATIONS (KITCHEN �� I I 1�� I LAUNDRY ROOM 111 I 11„ 111„ 11` AND BATHROOM)AND TO EXTEND UNDER ALL 112 I I z I I z I 2 12 12 1 11 NEW SHOWER PANS, TUBS,AND APPLIANCES. NEW SINK @ I I NEW TLT I I I I 12 MEMBRANE TO EXTEND 6 UP WALL SURFACES NEW LOCATION I L NEW I EW TLT @ I AT ALL SIDES. NEW TUB @ N EW I EW LOCATI NEW LR NEW TUB @ NEW SINK 6. THE INSTALLATION AND ALTERATION OF ALL NEW LOCATIO I 3" EXST'G EXST'G LOCATION EXSTS{ @yl LOCATION APPLIANCES, WM EQUIPMENT AND SYSTEMS 12' DRAIN I LOCATION SECOND FL REGULATED BY THE NEW YORK CITY FUEL GAS CODE, THE NEW YORK CITY PLUMBING CODE CO 2" 3" CO I 3" 2„ 3" 2„ CO AND THE NEW YORK CITY MECHANICAL CODE CO I 3"WASTE LINE SHALL COMPLY WITH THE PROVISIONS OF BC E 3"WASTE LINE 28-101.4.3.1. KITCHEN BATH RM 1„ 1z„ 7. NEW WASTE LINES TO SLOPE Y4 PER 1'-0". 1� 8. REMOVAL OF EXISTING PLUMBING TO BE IN ACCORDANCE WITH CHAPTER 3 OF THE 2014 NYC PLUMBING CODE. 11" I 1�" ° 9. NEW PLUMBING IN KITCHEN AND BATHROOMS 12 NEW DW N ( 12 112 12 ( 12 1-1' �, LAUNDRY ROOM TO BE IN ACCORDANCE WITH CHAPTERS 3, 4, 6, NEW(RELOLOCATIONLLOCASION INK @NEW NEW SINK @ I NEW TUB @I NEW TLT &7 OF THE 2014 NYC PLUMBING CODE. I (RELOCA D) ( EXST'G I @ EXST'G I (RELOCATED) EXST'G 10. KITCHEN:ALL FIXTURES TO BE REMOVED AND EXST'p LOCATION LOCATION LOCATION RELOCATED. FIXTURE COUNT TO REMAIN THE NEW 4" EXTEMOR tEW SAME. PLUMBING AND VENT LINES TO BE F.A.I. d SWR 2„ 311 FIRST FL EXTENDED TO NEW LOCATION. :71 yCO CO CO DRAIN 11. PRIMARY BATHROOM: ALL FIXTURES TO BE 2" 311 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 t L� ARCHITECT: Ciardullo DRAWING T�rLE. PLUMBING RISER DIAGRAM REVISIONS SEAL: ,,�� '" `�'- DATE;11912025 SCALE: NTS NO. DESCRIPTION DATE ' r DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC ► DWG N0. " £ HOUSE RENOVATION "�� 417 FIFTH AVE,8TH FL. fi „ NEW YORK,NY 10036 ~ ' " ' T:(212)245-0010 240 KNOLL CIRCLEPlooloo www.ciardullo.com EAST MARION, NY 11939 � „� 4AFFUtItza TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny. ov 9116 A 1wAFFffVVjqt ved APPLICATION FOR BUILDING PERMIT E C E 0 V E 'For office Use Only (fil PERMIT NO. Building Inspector: F E B 2 1 2025 ifibik rin their Building Department Where Town of Southold Ou+iner's Authorrzation form(Page-2j� Date: 9- VAbt'K-A Ky ...... ------ Phone#: Email: AIP—0 A/7 j Vj, Mailing Address 1- o ej.rck Drtvt 10411,kuse,4- IVY Name:, Nl,;.,1-4lQf Mailing Address: 160 k-e, /If� or 1 &4-41 AgrS� //n-S-jd Phone#: Sj_2_. Z Email: 4,7 r- - - - 11 1 - I .4��OA,T IGUPROFIESSIONINFORMATION Name:" .6e o -Vay-jlxA. ldci-- CA e- Sfh,&z Mailing Address: ql� F1 Imv�l- 1003,L Phone#: Email: 7 z", Name: Ts_1Z Mailing Address: Phone#: Email: Project: Will the lot be re-graded? E]Yes IN;No Will excess fill be removed from premises? 11Yes No -71 PFK PER! I AM. ....' Existing use of property ev, h Ek 1.ntended use of property: zle_&I d Zone or use district in which premises is situated: Are there any covenants a d restrictions with respect to Ll o this property? E:]Yeswo IF YES, PROVIDE A COPY. ,a- Check.Box-Afier, OIerp_ , onit!i e for 611 drainage 'Chapter 236 o t Code. AP0htA HERE f"Dglo Zone MOrdnance of the Town of Southold,Suffolk,County;New York and other applicable Laws, , Ordinances, additions,alteratwns or.for removal or demolition as 11 Ulf I J O'Lid:3K di A 'vd,to admit authonzed Inspectors on prem(ses and in building(s)for necessary�PZ e6tions.-Talse statements are;� CH6 to Se n2l York na�mean rp rsU t z p 47. Application Submitted By(print name): per-I V_1_S OAuthorized Agent Rowner Signature of Applicant: Date: 2-(f STATE OF NEW YORK) S. COUNTY OF �`' t1��'�.S r RCXV Y I being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the �n O_C (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and it duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file th rewith. Sworn before me this ay of_jL>4'day 2 NiZ!;rP u b I Kc S Sy YA.PERKINS Notary Public,State of New York No.01PE6130636 PROPERTY OWNER AUTHORIZATLQ%ualifled In Suffolk C oin(Where the applicant is not the owne6mmisslon Expires July 18, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 I 01SA . p�QV KNOLL CIRCLE LEGEND ZONING INFORMATION AL ® AREA OF EXISTING HOUSE TOWN OF SOUTHOLD ZONE R-40 l �Z l ;St7k H0." WSRXc"'�dW 5itnau� �sbnr.}'_ wrist is.., �„ . `s AREA OF EXISTING GRAVEL .. is DRIVEWAY TO REMAIN r x BAYVIO,V$IVE t LOT AREA=9,940 SQUARE F / _ _ Y zttF • "" ., I LOT COVERAGE=2,424 SF R 24%OF SITE ® AREA OF EXISTING WOOD DECK TO EXISTING FIRST FLOOR- 1,26 �? SF - REMAIN - •- - - EXISTING SECOND FLOOR- r AREA OF CONCRETE STOOP TO BE -• EXISTING TOTAL-2,790 SF(EXISTING NON-CONFORMING) REMOVED .- TI" PROPERTY LINE ' • '� c+ PROPOSED SECOND FLOOR- 1,225 SF PROPOSED TOTAL-2,951 SF »�)`wi1iN❑wrK�� AAROiNERS 6AYF•57fRC5. 7t 0 CoM541TN XGB�SS :Lpl 11 c1 t; x. , f a j1 sZ,' . / ADJACENT PROPERTY ADJACENT PROPERTY ram• ` ,�� "•� '�"� •.y�,x ,. Eli EOF Li 3 Daum+ Ex MGPU RToaduw hlv eat I"�f4..e ' t4T3 sxLa 54+,. I {x' j �� ; -3eua9uP,;f;s�rQT�P177ti ta4`' r. - ; - �. E`t t:Gr('D9r2s7�ona wrirv'Vsshae+:4t r,'rec arxa'4�+5 . pusnNcsTavewat>.rora3uw '�T�7 R.AI/P¢2dPrR t3G+±1T+�as A �'RE7u�§T78'S7 Sa 7 o drlri FL4tS 3"KYA OS+s PS7at sW v xu Tru cn,.E,x .r w.rr, a.+.xxm c o-�tna Yr)'Y asH'fr�rxxxc'xaA,. K-u.g ras3am J'� 3yP MA'bt ty"l.vN SUaKv6.T f'✓H055r¢5£/ SNM1LL.N'i 4M5't FCD fiB£M1yA;Ip RUt+^a+ fiR1Jt fRW.3uG.4 W4 " 10 AK FENRX+Ian f+a` NY,Y P^�AAR'E9.VMWla5 K t Wa �Y'GO'GR+VA�T,4 J�cYrwT Ems+'-M"{tfi1A?!? f ro rnY,.srLi+=ts ua In+ftro�+s'rroACxc�iAa?'�ru l-A awstrnAnf , �,-ir �d" RExwN •sue Pt wrcn�c+s c,aw saxc v�+.mr Ad'cxa�t-err r m A�srwevwsieE me srarrD w:A'vwr.wc ad'.n vrroacl,.�°.;uc i \ �` E1O511NG� a��RGT�TATAWALLTOR6YJN r.0l1rA2pZ ATb M;WutFU INf"aaG4 faaW Of Id CU21E nC'SRTGAOu n^I+1 ,AAA+„aYAI Sr+//CR�46;.vd DAd9 M'K•lHiwiNls Et4V'JVt5 — srEPsro I u_� ;iM1awa sxiawr.�s sAw.-ecrsRtr.+arvm.a'n-r-^:.zaa�norww.wufa es n'tcsr/..rut .ml Au As^:wss.ar•ie'rvc G,.s'a! � — �— — — �1/' usrwGTu� awAw 1 sua n re taY aT, s tt — \ 0 wnuroRauw won: • _ ,,s t''�3 .,CAitft u io•at�xou5 Pon7mi5 C+(riRG�iT[RS 9iT ESthTLS:. 2 5p�F ��' } 3S' £+dir J3T Ak3SfiRA T 1N s � - � ... :....._.-: .: .-..,_ � ••;� •-. ,'�.b:'�Tfii)7�27 No 27'y' ��d - �. wTiSTtGY ND TtSiC I3HJRaNGE tANPhN,�.—, t / \ _ 'j+'.y }y,jEFyNR'ETN 1�NdYCATIK„jt�tp�ItT.�.y.YC PYY �/ \\ - § PROPOSm 15 Na4NRFBUFFER .� .,. + A/ "•/ 2aaa�u m;,or za TYZS$E£F Yis apzs grw+��Aam R,A, - (VEGETATNEOR NON-VEGETATNE) r `-y - - I SITE SURVEY WOOD BNUWaO. ...uNE OrEMSTWG GM\'EL ��_j rY-P SPRING POND SKY PLANE DIAGRAM:EAST TO WEST SECTION NTS �1 SITE PLAN \ i \ sate mG•=r-0• � \ i \ >t�l I I < SKY PLANE DIAGRAM:SOUTH TO NORTH SECTION NTS ARGwTEDT. C I a rd U I I0 DRAWNGTILE: SITE PLAN AND ZONING REVI61DN6 SEAL DATE:919R025 SCALE AS SHOWN NO. DESCRIPTION DATE g ¢{ � DRAWN BY:G.VARTHAIAMiS ARCHITECTURE&ENGINEERING,PC 4/� . DWG NO. RENOVATION OF EXISTING HOUSE c NIEW YORK,NY 7 FIFTH AVE,10036 L ,- T:(212)245.O010 240 KNOLL CIRCLE A030.00 www.ciardufo.com EAST MARION,NY 11939 �