Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1000-115.-17-17.11 (2)
OFFICE LOCATION: �° ®� MAILING ADDRESS: Town Hall Annex `` P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) c!s Southold, NY 11971 yp� Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: August 11, 2025 Re: LWRP Coastal Consistency Review for NICHOLAS &ASPASIA RONTIRIS SCTM# 1000-115-17-17.11 Patricia Moore, Esq. on behalf of NICHOLAS &ASPASIA RONTIRIS requests a Wetland Permit to demolish (Per Town Code Definition), and reconstruct the existing 1-'h story (1st floor 1,716 gross sq.ft.). dwelling with attached garage, 5'x8' outdoor shower, and 2.5'x10.5' trash bin; within the footprint of the roof install a new 24.8'x45.10' second floor dormer; replace and reposition existing windows, replace exterior doors and siding on dwelling; remove east side door and stoop and replace with a window; install a stormwater drainage system; existing timber deck on west side of dwelling to be repaired as needed (113' in total length by 35.11' by 3.10' cut around tree), with tree cut down and deck repaired to fill in cut; existing timber retaining walls to remain consisting of a lower wall starting from west to east 8' 4-3/8" to 6'11" to 10' 1/8" to 4'9" steps to upper grade; lower timber wall continues west to east 8' 2-1/2" to 23' 1-1/2" to 17' 3-3/4" to existing steps 4' 9-1/2" to upper grade; and upper stone wall 9' 4-1/2" to 29'5" to 13'9" to 7'2"; a one-to-one tree replacement for any trees removed; and to establish and perpetually maintain 15' wide non-turf buffer along the landward edge of the bulkhead. Located: 240 Knoll Circle, East Marion. SCTM# 1000-37-5-15 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney Town of Southold A! 0 ?025 LWRP CONSISTENCY ASSESSMENT FORM �L)Town LAN 141ING 50ARD A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its siolificant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listinp, both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 37 _5 _15 PROJECT NAME Nicholas&Aspasia Rontiris The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ oard of Tr tees ❑✓ 1. Category of Town of Southold agency action(check appropriate r sponse) (a) Action undertaken directly by Town agency(e.g.capital ❑ construction,planning activity,agency regulation,land trans a ' n) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: ❑ Nature and extent of action: Building Department-demolition&reconstruction (definition) same work approved by Trustees in March 2025 existing sanitary system is new and HD reviewing if a change to the system is required PROJECT DESCRIPTION- Nickolas &Aspasia Rontiris 240 Knoll Circle, East Marion HOUSE: Existing: Demolition & Reconstruction as defined by the building department: Same as wetland permit approved on March 19, 2025: 1 1/2 story dwelling (existing house 29.5' x 18.1' x5' x32.3' x34' x7.6' x4.2' x17'x4' x 25.9' to place of beginning) with attached garage included in dimensions (1st floor 1,716 Gross SF); existing outdoor shower on west side of house (@5' x 8') and the existing trash bin (2.5' x 10.5'), propose a new dormer second floor (1,225 GSF) within the envelope of the roof of the existing second floor. New Second floor dormer 24'8" x 45'10", replace and reposition windows to existing house, replace exterior doors and siding as per architect's plans, remove easterly side door and stoop and replace with window. The first floor remains the same footprint with interior rooms changed, with 3 bedrooms existing on the first floor relocated to the second floor. OUTSIDE NO CHANGE (wetland permit 3-19-25): Existing timber deck and retaining walls retained: existing deck on west side of house to be resurfaced with trex like material:Deck:1 13' x 35'11" x3'10" cut around tree) tree cut and deck repaired to fill in cut, existing timber walls to remain: Lower wall-starting from west to east: 8' '4 3/8" plus 6'11" plus10' 1/8" to 4'9" steps to upper grade. Lower timber wall continues west to east: 8' 21/2" plus 23'-11/2" plus 17' 33/4"to existing steps 4'91/2"to upper grade. Upper wall 9' 41/2" plus 29'5" plus 13'9" plus 72" Existing updated sanitary system in the front yard under review by the Health Department- permit includes replacement or modification if required Previous Permit condition: 1 for 1 tree replacement for any tree removed Establish and perpetually maintain 15' wide non-turf buffer (C&R's pending) Location of action: 240 Knoll Circle,East Marion Site acreage: •22 acres Present land use: existing 1 and 1/2 story house,proposed to make two story Present zoning classification: r-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name Of applicant: Nicholas&Aspasia Rontiris (b) Mailing address: 240 Knoll Circle, East Marion (c) Telephone number: 516-312-3874 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No❑✓ If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑✓ Yes ❑ No [:] Not Applicable existing house will be changed with a new 2nd floor. Building Department has defined work as"demolition and reconstruction"but existing house will be remodeled and a full second floor added in place of 1/2 story with inadequate ceiling heights. as Demolition&Reconstruction existing sanitary system must be reviewed by the HD. The system is newer and HD may approve its continued use. existing deck will be resurfaced with trex like material. The existing house will be made to conform to the NYS Building Code. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ❑✓ Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑✓ Yes ❑ No❑ Not Applicable updated house enhances the community Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑✓ Yes ❑ No ❑ Not Applicable house is not In a flood zone and is protected by a wall and bulkhead Attach additional sheets if necessary -- Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑✓ Yes ❑ No ❑Not Applicable connected to public water and sanitary system will be reviewed by the SCDHS 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 no work in wetlands Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑✓ Yes ❑No❑ Not Applicable to code Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑✓ Yes ❑ No ❑Not Applicable reviewed for compliance with HD egulations PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye❑ No❑✓ Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No ❑✓ Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable updates to the existing house Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ✓❑Yes ❑ No❑ Not Applicable energy code compliance with construction PREPARED BY Patricia C. Moore TITLE attorney DATE 6-11-25 S.C.T.M. NO. DISTRICT. 1000 SECTION: 37 BLOCK: 5 LOT(S): 15 BAYVIEW DRIVE R4.00g, "o CLE J ,R R_So.00. OLL \ LAND N/F OF ,So o` \ GARDINERS BAY ESTATES R U.P. ;zb1 s CLUB INC. 0.6'W \ 10' COMMON ACCESS 1.TN w �y w poa Ul LOT 32 $ � \G N 0.3'E \ 2 \ m 295 , •:::. ........•::•:::.•. 1.9E \ LOT 30 N' \ y Iv 1 1/2 STY FRAME \ ?' ':DWELLING#240 G��OP is FRAME :::: 2,5� \ DWELLING ::�:: O �( DECK WOOD �k,2 . ....:.. .. pp0 COVEED BRICK ST OOP DECK E � ti off' cb6 8ULfw(HEA PVE� O - M P�,ON G� 6,, o 15 55 13�� w N n Q 50 2 S ` L 10.17' S6 2S9.0 33QI�G S 8504614211 W 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 AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY. GOVERNMENTAL AGENCY AND LENDING INS777U770N LISTED HEREON, AND TO THE ASSIGNEES OF 774E LENDING INS777UTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE THEY ARE NOT IN7PNDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC71ON OF FENCES, ADD171ONAL STRUCTURES OR AND 07HER IMPROVEMENTS: EASEMENTS AND/OR SUBSURFACE S7RUCTl/RES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF-. LOT 31 CERTIFIED TO: NICHOLAS RONTIRIS; MAP OF-.GARDINERS BAY ESTATES SEC. 2 EMINENT ABSTRACT, INC.; WESTCOR LAND TITLE INSURANCE COMPANY; FILEMSEPT. 23, 1927 No. 275 SITUATED AT:EAST MARION TOWN OF:SOUTHOLD PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design Oft P.O. Box 153 Aquebogue, New York 11931 PHONE (631)298-1588 FAX (831) 298-1588 FILE #224-136 SCALE:1"=20' DATE:SEPT. 10, 2024 N.Y.s usc. No. o5o8s2 "IMIKIW r4" limp, VY;, WI if '�� ., Y 'fit't?!��' yt%•C':� ,�l� �w* ' e. �ilC'�:4` " � -'L mv ff Ire M. X§ - J �`` I F'^.�m�c^S�� �.a Y � �'�ia� � r°'i <ti��j���u ag5�� � t '�•/i ° ► �/ - �� `( try IL lop, i•. Y �a K '. � x r � i✓� st _ �Y� �• �� N.P p. r i� b'!, 7 I r Y .St y 1 "� � /(,��� 1` 'I�,f4 k�1' 1Y 'kYr 1 R + y, � ,,,,� �: ��rj I.Y...,�'. 11 �IJ.,►' _•, ��a,,°h ry �4!r•3� k-r��••- ,��� w..}F- `y���i Z'Nr[, -a•Za 5 M1y��: _ r,�(1•,.r,r / :x .- .=, J Est•.,. 'p>�$ ,�,^'n�,�, T�-,� 1, �,.,,. � eY.` i _ .� -4 x•'�� vY '!'� ��a r•- ..-- w i I •i..dU�;�Y,�-,y ,r''y- y •.! � µ?;� �. `s' +r '. s I '.,q�.<±' _ I ,+�;,�y zrlw r a� wh�.. �r r !• `"1,r .� 3 �y, " r � � '. :•r��� +,.. na � 4�r��`�"',� ;' �`.. .iY`a41 i\�'`t�4�e .: � � 'd � Y� `�` � . Y. rk. f K ,! ✓. '`'�',`y ► ,? wp( 3 � n �. � �r•:. r � •_r 1� 4 jl.�,ati �;+ ,;y,.:.r! � L! � ,r.4 ,RF! a�" �S ���� .•C�� •. � t �� ah,., r. �'"L A" a".s `tA F' .�� � a: A + �i�'� .tk �xy,�; *rid .�,y. '�N`' 'fi � `p w''.�•i��(�,�y'�4k,� r. �� ,,v.� „r .�,, ,�h y�P, Y:�t' r' �� °`� �•' :z��� '� ♦ `�� '��. .3 � air' .,,a �'t., �. � �4 � �-. ^,,:.7 r�� 4•, :+ii .��FD• ��r •�•�.��1L�y. !j> ��Y L:'a '1 .0 1r' I'+ ��r7�,,.� S t: 1�,.�a ��C �{� �� ,.;v �,�, r��iK1 � \\ "SV .p.a '�q' ✓ 1•�.'f �3A .�..'y e',y•r�M .��j7����.�.k S�`l�'��'�,.r vf'�.^ 4��n� �i, tw`A ��!�'n� 'd +.��� w:L+' ..,ha ���� '' !�i/' � $,.,.1,� �4 \� '.�},µ t'/.r; ,(�,���1'!S�'.� `"Z�,lf."'�w�l�v}"+w(:'�p��"�..0.. <_, �Ci�,:�f��"�,".�i..:�{ l:?����.�a �7F�.Y.. "��' ,::►;�-'fit w illy NIS 1. ' `' 'xYv 'J♦♦erg, ! �'�� 1�tie. t.;� �°��!_-� ��,� 1 G e ,,,� // �I//��♦� ��� t'� i>. �, .. 1� '^ Wtt �,�� � {,�q, /r� �1. �1'C'ta�fp�r�♦ �e I � . A e ' e►� {2 �� .wa�et � d ��_ a �-!' � "',:.��. _ - .,/ �� �• OL { I V�A .�♦'Yf�7 J `tor f a y� �,` ��f -�;,., ij✓'ywK)t ,yi f'�Q �..,Y�(�`�� ��i��'r' tad ijr pry '` i lie - -...... ..... Ile �- 1p, 41S Az 4 `•tom ��:ay,t r,8r"K--,5��?'1yy:r_,= - � `a�.i c :�� R ':�l- �};t.�y� �` :�,_� I r��'. �,.u��F��`1:�'� 'Kl .��y r'+.)) `;Y�g J r� .q ��".Y' . .p. t'�r..s ��dy„. v..�...�,r:•. ' � �'._. �� fowl,�F Fw - �fF � ..� . .�. i�'�t''71 � y(y+y�.�•H t �?v t.'r �'�„g .�►F'.i� r: �v,� If "F,_� 2 'i/'i .� �'tl�k I r ,. F, �ir 'II4.av,r. ��v "a .a� `s�VCy�a,i�i r � ,��'� � [ �'y f ti��;��. ��'*,�• � � fir'�r c. y mot, `,�'� ;'. •��'�...•• �. � �. � ,�+;, ►�.�c:r�� � _'ark. a•: ,I fTc:. DRAWING LIST CONTPACT DWG NO. DRAWING TITLE SHEET TNO, A001.00 COVER PAGE&DRAWING LIST 1 A002.00 GENERAL NOTES 2 A003.00 GENERAL NOTES 3 A004.00 GENERAL NOTES&ENERGY CODE COMPLIANCE 4 A005.00 GENERAL NOTES 5 A006.00 GENERAL NOTES 6 A030.00 SITE PLAN&ZONING 7 A031.00 ENLARGED SITE PLAN 8 A061.00 REMOVAL PLANS 9 A062.00 REMOVAL ELEVATIONS 10 A063.00 REMOVAL ELEVATIONS 11 A101.00 FIRST FLOOR PLAN 12 A102.00 SECOND FLOOR&ROOF PLAN 13 A201.00 ELEVATIONS 14 A202.00 ELEVATIONS 15 A301.00 SECTIONS 16 n n A302.00 SECTION DETAILS 17 A801.00 REFLECTED CEILING PLANS „ APIN 18 S100.00 FOUNDATION PLAN 19 S101.00 FIRST FLOOR FRAMING PLAN 20 S102.00 SECOND FLOOR FRAMING PLAN 21 240KNOLLCIRCLE S103.00 ROOF FRAMING PLAN 22 P100.00 PLUMBING RISER DIAGRAM 23 EAST MARION , NY 11939 w 5'+ n a. �flx , �c a4<"p LM , a" a' e '4 >� �1 t' „ h + . k- v V Aar;Y Y.. r'N S" , > , e5 t �4sq 8 k: 4` fs; Y -Y Si d:r <, LL r ofk. {? ^qA - �'x." ;;✓tit^. r , �+ �'&'�` = " !: �t' ,/' - 5-µ t wf a�'<§ �t �x- +z'�'• x -` �. V Y"g' �, y .a"� ��:.;'?. t g_i.@ P.. �,pa r, ,�• r'+ '! _ ,-,=-'3::.s`+t'.`<s�,��;si'^, ,>,ar.. �¢<%,`.7"" „# ,-ai:��,. '�, r S. .4�' ..ea' ..sr`,,�M1 i'. �,�', .-'o-�r Y'*,•rYJ;ti�."!';, ,n^,' �m �`' s' $ `e:",',�• <+ _ x 5 h + a� »„a a:r,✓,..,.?� .ye.r'z�.ssr:sea_..,�....�,..y ,..,,...o°.�...,:uue^:�e,�taJ.-. _ d p ARCHITECT: (";" i DRAWING TITLE: REVISIONS SEAL: DATE:3119/2025 SCALE: NTS a r u I I o COVER & DRAWING LIST N0. DESCRIPTION DATE ` " �' - �� ���'a DRAWN BY: G.VARTHALAMIS 0 ARCHITECTURE&ENGINEERING,PCB` `� DWG N0, DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. ► NEW WY YORK,NY 10036 � �•` ' '��� � i T: 10 240 KNOLL CIRCLE www.ciardullo.com EAST MARION, NY 11939 __ ice. ~ I 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 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 1210 FROM TABLE 301.2(1) ROOF SLOPE STRUCTURAL MEMBER 3. THE OWNER AND ARCHITECT ASSUME NO RESPONSIBILITY FOR CONSTRUCTION MEANS,METHODS, FASTEST MILE 10(0 0 TO 200 n14 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 12 THE WORK. RISE 12"/FT(1:1)AND GREATER 12 12 4. DO NOT SCALE THE DRAWINGS.USE DIMENSIONS ONLY,ALL DIMENSIONS TO BE CHECKED BY THE TABLE R301.5 CONTRACTORS PRIOR TO CONSTRUCTION. MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 5. THE CONTRACTOR SHALL VISIT THE SITE AND BE RESPONSIBLE FOR HAVING RECORDED ALL CONDITIONS WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE THE SCOPE OF THE PROJECT.NO CLAIMS FOR EXTRA COMPENSATION BASED ON IGNORANCE OF VISIBLE OR 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 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 L/360 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 MINIIIMUM FIRE OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE FIRE-RESISTANCE RATING SEPARAITION DISTANCE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 1 HOUR-TESTED IN ACCORDANCE WITH ASTM El19 UL 263 OR SECTION R302.5.1 OPENING PROTECTION. FIRE-RESISTANCE 703.3 OF THE INTERNATIONAL BUILDING CODE WITH EXPOSURE FROM BOT 10 FEET OPENING FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING SHALL NOT RATED SIDES BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND THE RESIDENCE SHALL BE WALLS EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 8'THICKNESS,SOLID OR HONEYCOMB NOT FIRE RESISTANCE 0 HOURS (0 FEET CORE DOORS NOT LESS THAN 1!'THICK,OR 20 MINUTE FIRE-RATED DOORS. e RATED <:2 FEET R302.5.2 DUCT PENETRATION. NOT ALLOWED NA 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 c 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 OVERHIANG 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 OVERHIANG WHERE GABLE VENT OPENINGS ARE NOT INSTALLED. ARCHITECT: Ciardullo DRAWING TITLE: REVISIONS SEAL; DATE:11912025 SCALE: NTS NOTES N0. DESCRIPTION DATE � °= �#�, � & DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC ' � 1' DWG N0. 417 FIFTH AVE,BTH FL. DEMOLITION AND RECONSTRUCTION OF HOUSEtj NEW YORK,NY 10036 240 KNOLL CIRCLE - T:(212)245-0010 A002 ,00 939 EAST MARION, NY 11a , . www.ciardullo.com i R302 FIRE-RESISTANT CONSTRUCTION (CONT.) R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION. R307 TOILET, BATH AND SHOWER SPACES R302.11.1.1 BATTS OR BLANKETS OF MINERAL OR GLASS FIBER. R307.1 SPACE REQUIRED. R302.10.1 INSULATION BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED FIXTURES SHALL BE SPACED IN ACCORDANCE WITH FIGURE 7.3.2.OF THE PLUMBING FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION. NONRIGID 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 14" MIN 14" MIN " MIN WALL ASSEMBLIES,CRAWL SPACES AND ATTIC S SHALL EXHIBIT A FLAME-SPREAD INDEX NOT TO PARALLEL ROWS OF STUDS OR STAGGERED STUDS. -T 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 FIBERGLASSi El TUB REQUIREMENTS OF THIS SECTION,SHALL INCLUDE FACINGS,WHERE USED,SUCH AS VAPOR UNFACED FIBERGLASS BATT INSULATION USED AS FIREBLOCKING SHALL El E:El RETARDERS,VAPOR PERMEABLE MEMBRANES AND SIMILAR COVERINGS. FILL THE ENTIRE CROSS SECTION OF THE WALL CAVITY TO A HEIGHT OF NOT LESS THAN 16 INCHES MEASURED VERTICALLY. WHERE PIPING EXCEPTIONS; CONDUIT OR 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 b WIT THE REQUIREMENTS OF SECTION R302.10.3 SHALL NOT BE REQUIRED TO MEET A USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND TO RETARD SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450 WHERE TESTED IN ACCORDANCE WITH THE SPREAD OF FIRE AND HO)T GASES. CAN/ULC S102.2. IN, N w 30" 24" 3. FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION R316, U J MIN LEAR 40 R302,10.2 LOOSE-FILL INSULATION R302.11.2 FIREBLOCKING INTEGRITY TUB LOOSE FILL INSULATION MATERIALS THAT CANNOT BE MOUNTED IN THE ASTM E84 OR UL 723 THE INTEGRITY OF FIREBLOCKS SHALL BE MAINTAINED. APPARATUS WITHOUT A SCREEN OR ARTIFICIAL SUPPORTS SHALL COMPLY WITH THE FLAME SPREAD R307.2 BATHTUB AND SHOWER SPACES. AND SMOKE-DEVELOPED LIMITS OF SECTION R302.10.1 WHERE TESTED IN ACCORDANCE WITH CAN/ULC R302.12 DRAFTSTOPPING BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER S102.2. IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY,DRAFTSTOPS SHALL BE SURFACE.SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET EXCEPTION: CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL NOT BE REQUIRED TO BE TESTED IN INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 ABOVE THE FLOOR. ACCORDANCE WITH CAN/ULC S102,PROVIDED THAT SUCH INSULATION COMPLIES WITH THE SQUARE FEET, DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO REQUIREMENTS OF SECTIONS R302.10.1 AND R302.10.3 APPROXIMATELY EQUAL AREAS. WHERE ASSEWEILY 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 IN THE FINAL INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED,SANDBLASTED, R302.10.4 EXPOSED ATTIC INSULATION R302.12.1 MATERIALS EXPOSED INSULATION MATERIALS ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX OF NOT DRAFTSTOPPING MATERIALS SHALIL NOT BE LESS THAN 112 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 OTHIERWISE APPROVED BY THE BUILDING R308.3 HUMAN IMPACT LOADS OFFICIAL. THE INTEGRITY OF THE IDRAFTSTOPS 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 REQUIRE[D ELSEWHERE IN THIS CODE TO BE IN COMBUSTIBLE CONSTRUCTION,FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND FIRE-RESISTANCE RATED,SHALL BE PROVIDED WITH A 1/2-INCH GYPSUM WALLBOARD EXCEPTION: MIRRORS AND GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, MEMBRANE,5/8-INCH WOOD STRUCTURAL PANNEL 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 DEVIICES,LUMINARIES,WIRES,SPEAKERS, R308.31 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 SHIALL 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 UNIPROTECTED 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 WIITH 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 OIF 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-IINCH 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 MOTORS AND OTHER HEAT-PRODUCING DEVICES. WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. 4. ONE THICKNESS OF 3/4-INCH PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH PARTICLEBOARD. EXCEPTION: WHERE HEAT-PRODUCING[DEVICES ARE LISTED FOR LESSER 5, ONE-HALF-INCH GYPSUM BOARD. CLEARANCES,COMBUSTIBLE INSULATION COMPLYING WITH THE LISTING REQUIREMENTS 6. ONE-QUARTER-INCH CEMENT-BASED MILLBOARD. SHALL BE SEPARATED IN ACCORDANCE WITH THE CONDITIONS STIPULATED IN THE LISTING. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED 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 El19 OR UL REQUIREMENTS OF SECTION N1102.4 OF THIS CODE. 263,FOR SPECIFIC APPLICATION. ARCHITECT: DRAWING TITLE: REVISIONS SEAL: `�`` DATE:11912025 SCALE: NTS Ciardullo NOTES � � �; NO. DESCRIPTION DATE" f � ,� DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC B '� �� DWG NO, DEMOLITION AND RECONSTRUCTION OF HOUSE ` 417 FIFTH AVE,8TH FL. A '. NEWYORK,NY 10036 240 KNOLL CIRCLE . T:(212)245-0010 A003 ,00 www,clardullo.com EAST MARION, NY 11939 , I i R311 MEANS OF EGRESS R312 GUARDS AND WINDOW FALL PROTECTION TABLE N1102.1.2 R312.1.1 GUARDS SHALL BE PROVIDED AT LANDINGS LOCATED MORE THAN 30 INCHES INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT R311.1 A CONTINUOUS AND UNOBSTRUCTED PATH OF VERTICAL AND HORIZONTAL MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW. EGRESS TRAVEL IS PROVIDED FROM ALL PORTIONS OF THE DWELLING 2020 RESIDENTIAL CODE OF NEW YORK STATE WITHOUT REQUIRING TRAVEL THROUGH A GARAGE. THE EGRESS DOORS R312.1.2 GUARDS SHALL BE 36 INCHES IN HEIGHT MEASURED VERTICALLY ABOVE OPEN DIRECTLY INTO A YARD THAT OPENS TO A PUBLIC WAY. ADJACENT WALKING SURFACE. N1101.10 BUILDING THERMAL ENVELOPE INSULATION R311.2 EGRESS DOORS ARE SIDE-HINGED AND PROVIDE A CLEAR WIDTH OF NOT R312.1.3 GUARDS SHALL NOT HAVE AN OPENINGS THAT ALLOW PASSAGE OF A SPHERE 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 FLLOOR. N1102.4.1.1 A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. BREAKS OR JOINTS IN THE AIR LESS THAN 36"MEASURED IN THE DIRECTION OF TRAVEL AND NOT LESS IN BARRIER SHALL BE SEALED.AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A SEALING MATERIAL. WIDTH THAN THE DOOR SERVED. THE SLOPE OF THE LANDING DOES NOT EXCEED A 2 PERCENT SLOPE. RIM JOISTS SHALL BE INSULATED AND INCLUDE THE AIR BARRIER. R317.3.1 FASTENERS, INCLUDING NUTS AND WASHERS,FOR PRESERVATIVE-TREATED WOOD R311.5 EXTERIOR LANDING ATTACHMENT: SHALL BE OF HOT-DIPPED ZINC COATED GALVANIZED STEEL,STAINLESS STEEL, BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT SO THAT THE INSULATION READILY CONFORMS TO THE CAVITY • FRONT ENTRANCE LANDING IS SELF-SUPPORTING. SILICON BRONZE,OR COPPER. STAPLES SHALL BE OF STAINLESS STEEL. COATING SPACE. • REAR DECK LANDING IS POSITIVELY ANCHORED TO THE PRIMARY TYPES AND WEIGHTS FOR CONNECTORS IN CONTACT WITH PRESERVATIVE-TREATED 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 GALVANIIZED STEEL OR EQUIVALENT,SHALL BE USED. RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING ENVELOPE SHALL BE AIR TIGHT,IC RATED,AND SEALED TO EXCEPTIONS: THE DRYWALL:,. ' , 1. 1/2"DIAMETER OR GREATER STEEL BOLTS. 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. 3. PLAIN CARBON STEEL FASTENERS IN SBX/DOT AND ZINC(BORATE EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL BE INSULATED AND THE AIR BARRIER SEPARATING THEM R317,1 AT THE FOLLOWING LOCATIONS,USE A NATURALLY DURABLE WOOD OR WOOD PRESERVATIVE-TREATED WOOD IN AN INTERIOR,DRY ENVIRONMENT SHALL BE 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 THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR-SEALED BOXES CLOSER THAN 18" OR WOOD GIRDERS WHEN CLOSER THAN 12"TO EXPOSED WOOD USED IN EXTERIOR APPLICATIONS OR WET OR DAMP LOCATIONS SHALL BE OF 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 155 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 MANUFACTURERS Compliance Certificate WALLS HAVING CLEARANCES OF LESS THAN z 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 Project 240 Knoll Circle BUILDING HAVING A CLEARANCE OF LESS THAN 6"FROM THE GROUND. R318 PROTECTION AGAINST SUBTERRANEAN TERMIITES 6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS 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: a (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 Is Renewable false APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING Has Charger false Has Battery: false MEMBERS. 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 Engineer Architecture& Engineeerr ing TO THE WEATHER THAT SUPPORTS PERMANENT STRUCTURES INTENDED FOR 417 Fifth Ave. 8th Floor HUMAN OCCUPANCY SHALL BE APPROVED PRESSURE-PRESERVATIVE-TREATED New york,NY 10016 212 245-0100 WOOD SUITABLE FOR GROUND CONTACT USE. gvarthalamis@ciardullo.com 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 considerA in the UA or perforrmrice.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 requiremen!s. R317.2 LUMBER AND PLYWOOD REQUIRED TO BE PRESSURE-PRESERVATIVE TREATED Envelope Assemblies SHALL BEAR THE QUALITY MARK OF AN APPROVED INSPECTION AGENCY THAT a - .' t.., 77 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 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 NO. DESCRIPTION DATE '1 , ?_rn" DRAWN BY: G.VARTHALAMIS �� � �•'� t� DWG NO. ARCHITECTURE&ENGINEERING,PC - " ' A 4 DEMOLITION AND RECONSTRUCTION OF HOUSE ���� 417 FIFTH AVE,8TH FL, NEW YORK,NY 10036 240 KNOLL CIRCLEA004 ,00 245-0010 www.ciardullo.com ccom EAST MARION, NY 11939 I i 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 BY RIBBON STRIP AND NAILED TO THE ADJACENT STUD OR BY THE USE OF APPROVED JOIST HANGERS. a.) LOAD BEARING DIMENSION LUMBER FOR STUDS,PLATES,AND HEADERS SHALL BE IDENTIFIED a.) LOTS SHALL BE GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS.THE BY A GRADE MARK OF LUMBER GRADING OR INSPECTION AGENCY THAT HAS BEEN APPROVED GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 6"WITHIN THE FIRST 10'. BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC PS20. f.) JOISTS SHALL BE SUPPORTED 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 LESS THAN 2"NOMINAL IN THICKNESS;OR BY ATTACHMENT TO A HEADER,BAND,OR RIM JOIST,OR TO R401.4.1 SHALL BE ASSUMED: AN ADJOINING STUD;OR SHALL BE OTHERWISE PROVIDED WITH LATERAL SUPPORT TO PREVENT b.) STUDS SHALL BE#2 SPRUCE-PINE-FIR GRADE LUMBER ROTATION. c.) EXTERIOR WOOD FRAME WALLS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE TABLE R401.4.1: PRESUMPTIVE LOAD BEARING VALUES OF WITH THE CHAPTER 6 OF THE NY BUILDING CODE AND FIGURES R602.3(1)AND R602.3(2)OR IN FOUNDATION MATERIALS g.) STRUCTURAL FLOOR MEMBERS SHALL NOT BE CUT, BORED OR NOTCHED IN EXCESS OF THE ACCORDANCE WITH AF&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(#IFT) 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,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 FILOOR 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 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 SHALIL 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 i.) ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTCHED TO A e•) ALL EXTERIOR FOOTINGS&FOUNDATIONS SYSTEMS SHALL EXTEND BELOW THE FROST LINE(36"). ALL INTERIOR JOISTS OVER 12 LONG SHALL BE SUPPORTED AT THE HEADER BY FRAMING ANCHORS OR ON LEDGER DEPTH NOT EXCEEDING 25%OF ITS WIDTH.STUDS IN NONBEARING PARTITIONS MAY BE FOOTINGS SHALL BE PLACED AT LEAST 12"BELOW THE UNDISTURBED GROUND. STRIPS NOT LESS THAN 2"X2". 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 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,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-FRAMIE FLOOR CONSTRUCTION AND FLOORICEILING CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING. ASSEMBLIES IN ACCORDANCE WITH SECTION R602D OF THE NYS RESIDENTIAL CODE. i.) BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE,OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL. k.) FOR HEADER SPANS,SEE TABLES R502.5(1)AND R502.5(2) m•) WOOD STRUCTURAL PANEL SHEATHING USED FOR STRUCTURAL PURPOSES SHALL CONFORM TO DOC PS 1,DOC PS 2,OR WHEN MANUFACTURED IN CANADA,CSA 0437 OR CSA 0325.ALL PANELS I.) LOADBEARING HEADERS ARE NOT REQUIRED IN INTERIOR OR EXTERIOR NON-BEARING WALLS. j.) WOOD SILL PLATES SHALL BE A MINIMUM OF 274"NOMINAL LUMBER. SHALL BE IDENTIFIED BY A GRADE MARK OF CERTIFIICATE OF INSPECTION ISSUED BY AN APPROVED AGENCY, m.) FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL DRAFT OPENINGS(BOTH VERTICAL AND k.) DRAINS SHALL BE PROVIDED AROUND ALL CONCRETE FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN A USABLE SPACES LOCATED BELOW GRADE.DRAINAGE TILES,GRAVEL OR CRUSHED STONE DRAINS,OR PERFORATED PIPE TOP STORY AND THE ROOF SPACE.FIREBLOCKING SHALL BE PROVIDED IN WOOD FRAME SHALL BE INSTALLED AT OR BELOW THE AREA TO BE PROTECTED AND SHALL DISCHARGE BY GRAVITY.GRAVEL OR n.) WHERE USED AS SUBFLOORING OR COMBINATION SUBFLOOR UNDERLAYMENT,WOOD STRUCTURAL CONSTRUCTION IN THE FOLLOWING LOCATIONS: CRUSHED STONE DRAINS SHALL EXTEND AT LEAST 1'BEYOND THE OUTSIDE EDGE OF THE FOOTING AND 6"ABOVE THE PANELS SHALL BE OF ONE OF THE GRADES SPECIFIED IN TABLE R503.2.1(1).WHEN SANDED -IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT TOP OF THE FOOTING AND BE COVERED WITH AN APPROVED FILTER MEMBRANE MATERIAL. PLYWOOD IS USED AS COMBINATION SUBFLOOR UNDERLAYMENT,THE GRADE SHALL BE AS THE CEILING AND FLOOR LEVELS. SPECIFIED IN TABLE R503.2.1.1(2).USE SAME TABLES TO DETERMINE THE MAXIMUM ALLOWABLE -AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SPAN, SUCH AS OCCUR AT SOFFITS,DROP CEILINGS,AND COVE CEILINGS I.) FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES LOCATED BELOW GRADE SHALL -IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. BE DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE.ELECTROMETRIC WATERPROOFING SHALL o.) WOOD STRUCTURAL PANELS USED AS 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 ED THAT THE TO AEPT THAT OFFSETS OUT-TO-OUT OFFSET DIMENSION IN Y BRACED WALL UT-OF-PLANE OF UP TO 4'SHALL BE P NE IS NOT M REIDTHAN 8'. GRADING OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC PS 20. MATERIAL REMOVED. 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 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 10PSF. ARCHITECT: Ciardullo DRAWING TITLE: NOTES REVISIONS SEAL: : A DATE:11912025SCALE: NTS NO. DESCRIPTION DATE DRAWN BY: G•VARTHALAMIS ARCHITECTURE&ENGINEERING,PC 4 tr 6� t DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE L, ; 417 FIFTH AVE,8TH FL. NEW YORK,NY 10036 240 KNOLL CIRCLEA005 ,00 T:(212)245-0010 ,P www,ciardullo.com EAST MARION, NY 11939 I I 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 Q WINDOWS AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE FRAME,OR BY FRAME CLIP,OR THROUGH THE FLANGE, P!SI 20BER GRADING OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC 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&PA/NDS AND ASCE 7.COMPONENTS OF ROOF-CEILINGS SHALL BE FASTENED IN DEFLECTING MORE THAN L/175,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 BIE 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 4'0.C. EXCEPT THAT WOOD FURRING STRIPS NOT LESS THAN 1"X2"NOMINAL DIMENSION MAY BE USED OVER SOLID BACKING OR FRAMING SPACED NOT MORE THAN 24"O.C. f.) ENNDS 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,Al18.1,A136.1, BE(PROVIDED WITH LATERAL SUPPORT AT POINTS OF BEARING TO PREVENT ROTATION.RAFTERS AND CEILING JOISTS HAVE A AND Al37.1 DEFPTH-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"XY WOOD STRIP NAILED ACROSS THE RAFTERS TO CEILING JOIST AT NON-ABSORBENT FINISH MATERIAL SHALL CONFORM WITH ASTM C 630 OR C 1178.WATER-RESISTANT GYPSUM BACKING BOARD INTERVALS NOT EXCEEDING 8'. SHALL BE PERMITTED TO USED ON CEILING WHERE FRAMING SPACING DOES NOT EXCEED 12"O.C.FOR 1/2"THICK OR 16"FOR 5/8" THICK GYPSUM BOARD i.) SPANS FOR RAFTERS SHALL BE IN ACCORDANCE WITH TABLES R802.5.1(1)THROUGH R802.5.1(8).THE SPAN OF EACH RAFTER SHALL EXTERIOR COVERING BE IMEASURED 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.) NO-TCHES IN SOLID LUMBER JOISTS,RAFTERS AND BEAMS SHALL EXCEED 1/6 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 1/3 OF THE SPAN.NOTCHES AT THE ENDS OF THE MEMBER SHALL EXCEED 1/4 THE DEPTH OF THE MEMBER.THE TENSION SIDE OF MEMBERS 4"OR GREATER IN NOMINAL WOOD HORIZONTAL SIDING THICKNESS SHALL NOT BE NOTCHED EXCEPT AT THE ENDS OF THE MEMBERS.THE DIAMETER OF THE HOLES BORED OR CUT INTO a') HORIZONTAL SIDING END JOINTS ARE CUT AT A 45 DEGREE ANGLE SO THAT JOINTS ARE NOT EXPOSED TO WEATHER MEIMBERS SHALL NOT EXCEED 1/3 THE DEPTH OF THE MEMBER.HOLES SHALL NOT BE CLOSER THAN 2"TO THE TOP OR BOTTOM OF THE MEMBER,OR TO ANY OTHER HOLE LOCATED IN THE MEMBER.WHERE THE MEMBER IS ALSO NOTCHED,THE HOLE SHALL NOT BE b') EACH BOARD SHALL BE HELD IN PLACE BY HOT-DIPPED ZINC-COATED,STAINLESS STEEL,OR ALUMINUM NAILS.THE FASTENERS CLOSER THAN 2"TO THE NOTCH. SHALL BE LONG ENOUGH TO PENETRATE THE SHEATHING BY A MINIMUM OF 1/2"AND SHALL NOT BE OVERDRIVEN. I.) OPENINGS IN ROOF AND CEILING FRAMING SHALL BE FRAMED WITH HEADER AND TRIMMER JOISTS.WHEN THE HEADER JOIST SPAN DOZES NOT EXCEED 4',THE HEADER JOIST MAY BE A SINGLE MEMBER THE SAME SIZE AS THE CEILING JOIST OR RAFTER FLASHING 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 1/8"OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING,INCLUDING CORNERS,DO NOT REQUIRE ADDITIONAL FLASHING,AND JAMB FLASHING MAY ALSO BE OMITTED. b.) ALL PLUMBING,DUCTS AND MECHANICAL EQUIPMENT OF ANY TYPE SHALL BE CONCEALED IN WALL OR CEILING -AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS CONSTRUCTION UNLESS NOTED OTHERWISE ON THE DRAWINGS. -UNDER AND AT THE ENDS OF MASONRY,WOOD OR METAL COPINGS AND SILLS. -CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. -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: REVISIONS SEAL: "r 4 DATE:11912025 SCALE: NTS Ciardullo NOTES �� NO. DESCRIPTION DATE O 3 � � DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PCB - ►' DWG N0. DEMOLITION AND RECONSTRUCTION OF HOUSE }' 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 I ZONING INFORMATION KNOLL CIRCLE TOWN OF SOUTHOLD ZONE R-40 -- S.C,T.M.NO. CUSTMCR 1000 SECTION:37 BLOCK::5 LOT(S):15 $AY'VIEW DRIVE LOT AREA = 9,940 SQUARE FEET LOT COVERAGE = 2,424 SF OR 24% OF SITE LEGEND EXISTING FIRST FLOOR — 1,726 SF AREA OF EXISTING HOUSE EXISTING SECOND FLOOR — 1,064 SF EXISTING TOTAL — 2,790 SF (EXISTING NON—CONFORMING) AREA OF EXISTING GRAVEL PROPOSED SECOND FLOOR — 1,225 SF DRIVEWAY TO REMAIN PROPOSED TOTAL — 2,951 SF ' ® AREA OF EXISTING WOOD DECK TO � 11 AREA OF CONCRETE STOOP TO BE ► 0 � LAND N!F OF REMOVED 5agp, GARDINERS BAY ESTATES t�P. tit NTH' CLUB INC. PROPERTY LINE a.svl TY 10 COMMON ACCESS "LEADERS,ANb .'SHOWER DRAINS TOBevIPEDTC7"..`-;�. .; ter: `�' �„ •`• LOT 32 8''DIAMETER EXIST NG TIMBER ', DRY NELI WALL TO REMAIN 5. fY'-g• � ' I IN I `` LOT 31) -4 R A W z 1 1,2 STY FR,VE. C P I DWEUNGu240.... FAME Y-11 T 0 DWELLING'`, ADJACENT PROPERTY 1Z.YJ' S A , ADJACENT PROPERTY P IT S N s s' COVERED WOOD ro BRICK STOOP DECK 414 aka N/��� m w 'tom � � "+ S4Ew44R rr✓lppt 2• ti _ LINE OF Btl(t{{yf # GPAA N 4-1• nd PROPOSE2o r DORMER D P� 15°S5'13" ' 4 a}TSW 014� EXI STING PLANTER TO REMAIN� A, I£1 IIT C,('�y ~r.9. 1$.$3 FEMA MAP#36103CO177H TH£WATER SUPPLY, WELLS, DRYW£LLS AND CESSPOOL. 29'-5• EFFECTIVE 09/25/2009 LOCATIONS SHOWN ARE FROM RELO OBSERVATI07JS AND OR DATA OBTAINED FROM OTHERS EXISTING STONEWALL TO REMAIN AREA:9,778.87 SO.FT. or 0.22 ACRES arttAPOVOAMM- UNAUTHORT&O At TERATTON OR ADDITION TO TNI;SURWY IS A 14MAVON Or SEC77ON 7POS Or TH£NEW KIRK STATE EDUCATION LAW COPIES DF THIS SURVEY MAP NOT BCAANG TNF. LANO SURWYOKS EMBOSStJ STEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, GUARANTEES INDICAIrD HEREON SHALL RUN G MY TO THE PERSON FOR WHOM 7H£SURVEY 15 PREPARED ANO ON HIS BEHALF TO THE 7771E COMPANY, GOVERNMENTAL AGENCY,AND LEND/NC(NST?n)T701V 1�'A STEPS TO LISTED HEREON, AND TO THE ASSIGNEES OF rW LENDIM`G INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE, B' �0� B REMAIN THE OFFSETS OR DTM£NSIONS SHOWN HEREON FROM 7MC PROPERTY LINES TO rNE STRUCTURES APE FOR A SPECr7YC PURPOSE AND USE THEREFORE THEY ARE / \ B'-11�• EXISTING EXISTING TIMBER WALL TO REMAIN Nor IN7£NDED TO MwUMEHr THE PnoprR7Y LINES OR TO GUIDE THE ERECTION OF FENCES,ADOTTTONAt S7RUC7UR4S OR AND OTHER IMPROVEMENTS. EASEMENT$PST AN,I)IM SURSURPACE SMUMRES RECORDED OR UNRHCMDFD ARE NOT GUARAN7££D UNLESS PHYSICALLY ENDENT ON THE PRCUMS'S"AT THE PA(C OF SURWY 23'-I� , .. (ISTINGTIMBER REMAIN i SURVEY CIF:LOT 31 ' - `7', :"� CERTIFIED T0: N1GM4LAS RgNTIRIS: t / \ WALL TO REMAIN IS +'" x — MAP DF:GAROlNERS BAY ESTATES SEC. 2 .y,"r :•,, EMINENT ABSTRACT, INC.; \ F,iEO:SEPT, 23, 1927 No. 275 WESTCOR.VND TITLE INSURANCE COMPANY; N .. . s � _ \ S,TtTnrEo A"r:EAST MARION py n ,X,• '.'""'-`: ':'•:'. -. .- .'.. . ;;, TOWN {1\ `""z;,�.�''^�'� ;a,' KENNETH M XOYCRUK T.AI'#D SURVEYING. PLLC Cx';SOLITHOL{1 ' — — — — — SUFf-OLK COUNTY, NEW YORK :.�� a- .: - -.,.. ... _.. .,.. 4, Professional Land Surveying and Design .•y.'/.; . ,.fin? i�. b,�i �-�: A R,, • 1.0. Box 253 kqucbague, New York 2193 ..�:..�,. .• •,::_ :..i, E:SET. 10, 0FILE 9224-136 SCAE1"=20' DAP 24 PHONE(asL)ea FAX(est)29e_ia A.Y.S. USE. NO. 050882 q 7 y . \ PROPOSEDI5'NON-TURF BUFFER ; ,' - •. ... -'- "",..�., (VEGETATIVE OR NON-VEGETATIVE)_ �+'- — — —•• _ . 1]]NE 0f EXISTINGGRAVEI SPRING POND w000BUI ;EAo:: ,BUFFS ZONE'_ _. :, ; ..:' SITE SURVEY SKY PLANE DIAGRAM: EAST TO WEST SECTION NTS JSITE PLAN SCALE: 1/16"=1'-O" / \ I� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Y I I b 1 82' 1 1 50'-J• 1 SKY PLANE DIAGRAM: SOUTH TO NORTH SECTION NTS ARCHITECT: DRAWING TITLE: REVISIONS SEAL: DATE:3/19/2025 SCALE: AS SHOWN Ciardullo SITE PLAN AND ZONING NO. DESCRIPTION DATE e. DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PCB ro DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE " I 417 FIFTH AVE,8TH FL. NEW YORK,NY 10036 240 KNOLL CIRCLE ' T:(212)245-0010 " '� www.ciardullo.com EAST MARION, NY 11939 � ° KNOLL CIRCLE a GU7rERS,--/,!+ LEADERS,AND,, SHOWER DRAINS TO BE PIPED TO.', , 8'DIAME ER EXIST NG TIMEBER DRYWELL ,` WALL TO REMIAIN V'-10" 4 1 �• 12'-g" 29.5' ' EXISTING BIN 2' ENCSURE TIC I a REM IN WITH NEW OMPOSI I BEORooMi CLADDING 8 —4 GARAGElip. CT _ It ,t. BAST d ROOM EXISTING OUTD 5' ADJACENT PROPERTY - SHOWER TO RE AIN I � FLOO�ING AND SI i u- I ADJACENT PROPERTY LM IB DROOM ' BEpROOM HALF BATH II I tR //O-- ' s„ ol j `o , l KITCHEN NG v P I ROOM 4'-1 " 11, 4_g^ L — — — — 24�8"— — — — J 5'-14" INE OF) 2nd Floor Dormer i PROPOSED 0 34.4' " N EXISTING PLANTER TO REMAIN 29'-5" EXISTING STONE WALL TO REMAIN E G STEPS O REMAIN EXISTING EXISTING TIMBER WALL TO REMAIN � STEPS TO 23'-t4" XISTING TIMBER REMAIN 4.1° WALL TO REMAIN o 4 M NON-TURF BUFFER PROPOSED 15' :' (VEGETATIVE OR NON-VEGETATIVE) ' LINE OF EXISTING GRAVEL WOOD BULKHEAD BUFFERZONE SPRING POND ARCHITECT: DRAWING TITLE: ENLARGED SITE PLAN REVISIONS SEAL: r DATE:3h912025 SCALE: 32"=1'-0" Ciardullo NO. DESCRIPTION DATE �s�, , � DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC fl B DWG N0. 417 FIFTH AVE,BTH FL. DEMOLITION AND RECONSTRUCTION OF HOUSE NEW YORK,NY 10036 240 KNOLL CIRCLE T: w.ci 2 ullo.c 0 EAST MARION, NY 11939 . www.ciardullo.com '9' REMOVAL KEYNOTES — — — REMOVAL LEGEND — — — „ . ::,:,:,- - - - ❑1 EXISTING EXTERIOR WALLS,GLAZING, — — — -r PARTITIONS,DOORS,ETC.TO BE FULLY ® I 1 I I a EXISTING WALLS TO REMAIN 1 1 I ( I OR PARTIALLY REMOVED,TYP. EXISTING TO BE REMOVED I I I I 1 1 I I ❑2 ALL EXISTING KITCHEN FIXTURES, CABINETRY,COUNTERTOPS,ETC.TO BE I I I I I I I I REMOVED. I I I I 11 I I ❑3 ALL EXISTING BATHROOM FIXTURES, GENERAL REMOVAL NOTES CABINETRY,ETC.TO BE REMOVED. I I I I i I I I I 1. EXISTING SLAB ON GRADE TO R RE SLAB TO BE EXTENDED AS REQD FOR BEDROOM EXISTING WINDOW TO BE REMOVED. I I I I I I I I I I I I I I NEW WALLS OF GARAGE ENCLOSURE. I I I I I I ALL NEW COLUMNS TO BE SUPPORTED a EXISTING FIREPLACE AND CHIMNEY TO 1 I I BY NEW CONCRETE FOOTINGS AS NOTtED I I( BE REMOVED DOWN TO FIRST FLOOR. ©I I ON DRAWINGS,S.O.G,TO BE PARTIALLY I I I I I I REMOVED IN LOCATIONS REQUIRING © REMOVE EXISTING DOOR. I I I I NEW FOOTINGS OR THICKENED SLAB. GARAGE I I I I I I I I 2. CONTRACTOR TO PROTECT ADJACEN1T I I I I I I i t AREAS OF HOUSE TO REMAIN. I I I I I I I I 3. EXISTING KITCHEN,INCLUDING �� - 1I I I I I I I CABINETRY,COUNTERTOPS,SINK AND I I I I I I I APPLIANCES,ETC.TO BE REMOVED INJ I ITS ENTIRETY. I I i t i t i PLUMBING REMOVAL NOTES II I 1, REMOVAL OF EXISTING PLUMBING TO BE 0 I IN ACCORDANCE WITH THE PLUMBING I CODE OF NEW YORK,2020, I I I ©I I© I I © ❑ II II III I I I 11 I I III ® � I � -� r - - I I I � II I I III I II IN, I i � I 1 BEDROOM I ' < BEDROOM I L -1 —C = _ = III®�_ ❑3 7 I I ❑I I I III IL - - - - - - - - - J� 4 III III , I L III❑ I r — `� H-I--- - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - -III ❑ — — — — — — — — — — ❑ I ®III III® III® III I Li NTR Ff _ = s - z = = = = = = = = = T - = = === T - = = = _ _ _ _ _ _ � - � _ KITCHEN © © © © 0 II II II II - - - - - - - - - - - - - - - - - - - - - - - - - - - - - q' II LIVING ROOM III I I III III u III III ® ® III III III III III III III 2 SECOND FLOOR REMOVAL PLAN rj FIRST FLOOR REMOVAL PLAN SCALE: 1/4"=1'-0" ARCHITECT; DRAWING TITLE: REVISIONS SEAL: �, DATE:11912025 SCALE: 114"=1'0" REMOVAL PLANS Ciardullo NO. DESCRIPTION DATE S ,�, ° ;« DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC ' DWG N0. DEMOLITION AND RECONSTRUCTION OF HOUSE . tip 417 FIFTH AVE,8TH FL. NEWYORK,NY 10036 240 KNOLL CIRCLE A061 00 T:(212)245-0010 "" www.ciardullo.com EAST MARION, NY 11939 � . ., i r - -� — � EXISTING 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 _ REPLACED. SECOND FL _ - - - - - - - - - - - - - - 3. ALL ROOFING TO BE REPLACED IN ITS 9'0" ENTIRETY. r r ' II III III p1 ' ll III III II ' I ,I pl Ip III ' ll II ' ' ll II ' ' II II ' III II ' III II ' ' II II ' ' ll pI ' II III ' il II ' ' ll II ' FIRST FL IL = — ® - - J1 IL . — ® — =i L — — — — — — —J1 IL I IL = ® — J � o'-o" L - - - - - - - � � _---®- -=—_J1 L -— — — — — SOUTH ELEVATION REMOVALS SCALE: 1/4"=1'-0" EXISTING RIDGE - - 20 0" I I I I I I � SECOND FL — — — — — — — — — — — — — — — — — 9'-0" I'I III I'I III III III III I�I III III III III ,I II j1 II III III III ® III III ® I►I IIL ® JII FIRST FL 0'-0" 2 )-EAST ELEVATION REMOVALS SCALE: 114"=1'-0" ARCHITECT: DRAWING TITLE: REVISIONS SEAL: . DATE:1/912025 SCALE: 114"=1'0" REM OVAL E L EVAT I 0 N S NO. DESCRIPTION DATE DRAWN BY: G.VARTHALAMIS Ciardullo m Ono DWG N0. All ARCHITECTURE&ENGINEERING,PC ;N PA, DEMOLITION AND RECONSTRUCTION OF HOUSE a NEWYORK,NY 1036L 240 KNOLL CIRCLE ; r A062 ,00 a du;o.com EAST MARION, NY 11939 �����r� �'` EXISTING RIDGE - 20'-0" — — — — — — — — REMOVAL LEGEND I I - W EXISTING WALLS TO REMAIN EXISTING TO BE REMOVED III III I III III I III III I I EXTERIOR REMOVAL NOTES I 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,— — — — — — — — — — — — J— — 3. ALL ROOFING TO BE REPLACED IN ITS ENTIRETY. I I I r - - I II II II II I I I I I II III III III III III III 111 II ® II III III I II III III III III III III III �� —�� III III i II III III III II ® II II ® II IIL_ ® III u 11 I I FIRST FL LL 0'-0" III - - III (-.j-�-WEST ELEVATION REMOVALS EXISTING RIDGE — — — — — — — — — — — — — 7 20'-0" I I I III IIIII III I III IIIII III I III IIIII III I uL ® JaIL_ ® Jn SECOND FL 9'-0" — — — — — — — — — — — — — — — — — — — — — — — III III III 1111 III III III III I I 11 II II III II ® II II II III II I III III III I III LPL = —J� III III III II I II ® II II ® III II ® II I I I ® I FIRST FL LL 0'-0" NORTH ELEVATION REMOVALS ARCHITECT: Ciardullo DRAWING TITLE: REMOVAL ELEVATIONS REVISIONS SEAL: ��"- �» DATE;11912025 SCALE: 114"=1'-0" AR NO, DESCRIPTION DATE CHITECTURE&ENGINEERING DRAWN BY: G.VARTHALAMIS ,PC ` DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSE = 417 FIFTH AVE,8TH FL. NEW YORK,NY 10036 240 KNOLL CIRCLE T:(212)245-0010 www.clardullo.com EAST MARION, NY 11939 A063 ,00 i 2/A301 I 2/A302 A202 I 1 29'-6" 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 4 EXISTING WALLS TO REMAIN BY NEW CONCRETE FOOTINGS AS NOTED 11A301 EXISTING WINDOW ON DRAWINGS.S.O.G.TO BE PARTIALLY ENTRY REMOVED IN LOCATIONS REQUIRING NEW WINDOW NEW FOOTINGS OR THICKENED SLAB. FAMILY WALL TYPES 2. CONTRACTOR TO PROTECT ADJACENT ROOM AREAS OF HOUSE TO REMAIN. 3. PATCH AND REPAIR AREAS OF EXISTING O2X4 WOOD STUD WITH HARDWOOD FLOOR AS REQ'D. 5/8"GWB.EACH SIDE 4. ALL ROOMS TO BE PAINTED.WALLS,ALL TRIMS AND CEILING.PAINT COLORS TBD. 2X4 WOOD STUD WITH CONTRACTOR TO PROVIDE APPROX.4 GA AGE _ O5/8"GWB.EACH SIDE SAMPLES TOTAL.SAMPLES TO BE 2'x2'. — — ADD MOISTURE RESISTANT GWB 5• GARAGE FLOOR SLAB TO BE PAINTED ADD NEW TILE @ BATHROOM FACE CONCRETE. 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 1 R-21 CAVITY INSULATION DETERMINED BY OWNER. EXTERIOR SIDING PER ELEVATIONS 8, NEW STANDALONE ATTIC VENT FOR NEW DRIER. � 0 INTERIOR DOOR SCHEDULE 1 2'-6"x 6'8" .w.. 1 BATHROOM NOTES - 22 2'-0"x 6'-8" 1, ALL NEW FIXTURES IN BATHROOMS TO BE NEW.TO BE CHOSEN AND APPROVED 3� 1'-6"x 6'-8" BY OWNER. EXT.2 ® 2'-6"x 6'-8"-PAIR,POCKET 2• ALL NEW FLOOR AND WALL TILE TO BE 5 NEW AND CHOSEN BY OWNER, D/ 3. INSTALL NEW 8"CEMENT BOARD OVER 4 EXTERIOR DOOR SCHEDULE MIL.POLYETHYLENE AT WET WALL LOCATIONS. LA N D RY K I TC EXT.1 FRONT DOOR 4• FLOOR TILE IN NEW BATHROOMS TO BE ROOM INSTALLED OVER LATICRETE EXT. MUD ROOM LIQUID-APPLIED WATERPROOFING EXT.3 MEMBRANE.EXTEND MEMBRANE 6"UP WALL SURFACES AT ALL SIDES. 1%co cc LIVING ROOM/ D NING ROOM 4'-0" 34'-6" .� FIRST FLOOR PLAN AA2O1 1/A302 SCALE: 1/4"=1'-0" I I 1RCHITECT; uardullo DRAWING TITLE: FIRST FLOOR PLAN REVISIONS ARCHITECTURE&ENGINEERING,PC SEAL: N0. DESCRIPTION DATE 417 FIFTH AVE,8TH FL. DEMOLITION AND RECONSTRUCTION OF HOUSE A W 2)245RK,NY 10036 240 KNOLL CIRCLE www.ciardullo.com '. EAST MARION, NY 11939 'tar- W ROOFLEGEND 21 A301 21 A301 AREA OF NEW ROOF: 21 A301 A202 2!A302 A202 - NEW ASPHALT ROOF 1 SHINGLES 1 - NEW PLYWOOD SHEATHING 5'-0" 24'-6" - NEW ROOF JIOISTS NEW WATERPROOFING I I I MEMBRANE LL�ILLLLa AREA OF NEW ASPHALT ROOF MEMBRANE ONLY I I I 3 I � I NEW 11 A301 1 31 A301 1lA301 DORMER 31A301 i I BEDROOM mob°° I 1 BEDROOM I 2Lo I 3 I I I I 12'-4" 10'-8" I 3'-6° I I I � I I n - ❑2 0 I I L I I I � I N N EXISTING N I 2 D 2 I N O ROOF TAW I I I 4'-8„ I I ❑2 2 i ❑2 EXISTING - - - - - - ROOF I BEDROOM 1 I I NEW D DORMER 3D I I I I I ion 3 I I I I I I I I I I i 2!A301 11 A302 21 A301 11 A302 1 1 ROOF PLANSECOND FLOOR PLAN A201 2 /A-20-1\ 1 SCALE: 1l4"=1'-0" SCALE: 1l4"=1'-0" ARCHITECT: Ciardullo DRAWING TITLE: REVISIONS SEAL: ~'"` DATE:119/2025 SCALE: 114"=1'-0" SECOND FLOOR AND ROOF PLAN NO. DESCRIPTION DATE it DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC ' "� C'�9 DWG N0. 417 FIFTH AVE,8TH FL. DEMOLITION AND RECONSTRUCTION OF HOUSE ¢" NEW YORK,NY 10036 240 KNOLL CIRCLEAl T:(212)245-0010 4- "1 02 ,00 www.ciardullo.com EAST MARION, NY 11939ell ot PROPOSED RIDGE - 24'-8" 21 A302 -C?. 21 A301 F EXISTING RIDGE — — — — — — — SIDING NOTES 20'-0" • ALL NEW SIDING TO BE HARDIE PLANK BY JAMES HARDIE WITH SMOOTH TEXTURE FINISH.COLOR TO BE DETERMINED BY OWNER. WINDOW NOTES • ALL NEW WINDOW TAGS REFER TO o ANDERSEN 400 SERIES CASEMENT AND GLIDING SERIES MODEL NUMBERS. GENERAL WOOD TRIM NOTES 1. ALL NEW TRIM TO BE HARD-PAINTED CW135 G65 CW135 WOOD 1.1. 4"AT WINDOWS 1.2. 6"AT VERTICAL SIDING SECOND FL — — — — — — — — — — 1.3. VAT ROOF EAVES I i ♦- a -► LLE FIRST FL 0'-0" G65 G65 G65 G65 G65 SOUTH ELEVATION 21 A301 11 A302 11 A301 PROPOSED RIDGE 24'-8" — — EXISTING RIDGE - 20'-0" CW135 G42 zo Lo SECOND FL 9'0" 41 1— G32 � H G44 FIRST FL 0'-0" G65 G35 2 EAST ELEVATION 11A301 ARCHITECT: ullo DRAWING TITLE: REVISIONS SEAL DATE:11912025 SCALE: 1/4"=1'-0" Ciaslod ELEVATIONS NO. 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 "�,, ,�,,. ,> A201 ,00 wm.clardullo.com EAST MARION, NY 11939 L. PROPOSED RIDGE 24'-8" — — — — — — — 21 A302 — — — 00 :;I- 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 —I /— 21A301 • ALL NEW WINDOW TAGS REFER TO ANDERSEN 400 SERIES CASEMENT AND zo 0o GLIDING SERIES MODEL NUMBERS. G44 G44 GENERAL WOOD TRIM NOTES SECOND FL 1. ALL NEW TRIM TO BE HARD-PAINTED WOOD — 1.1. 4"AT WINDOWS 1.2. 6"AT VERTICAL SIDING 1.3. 8'AT ROOF EAVES EXT,1 FIRST FL G64 NORTH ELEVATION 11A302 21A301 11 A301 PROPOSED RIDGE 24'-8" EXISTING RIDGE 20'-0" — — — — — — — — — — — — — G42 G54 SECOND FL 91_0" — — — — — — — — — — — — — G32 ♦' -► FIRST FL G35 G65 0'-0" 1/A301 WEST ELEVATION ARCHITECT: iardullo DRAWING TITLE; ELEVATIONS REVISIONS SEAL: DATE:11912025 SCALE: 114"=1'•0" , I ARCHITECTURE&ENGINEERING,PC NO. DESCRIPTION DATE � , f9 � DRAWN BY: G.VARTHALAMIS � ' ,� " A DWG NO. 417 FIFTH AVE,BTHFL. DEMOLITION AND RECONSTRUCTION OF HOUSE NEW 10036 240 KNOLL CIRCLE . T:(212)2)245 245-001010 - mm.ciardullo.com EAST MARION, NY 11939 INS A202 ,00 I PROPOSED RIDGE — — — — — — — 244" — — — — — — — — — — — — co 'v EXISTING RIDGE 20'-0" — — — — — — — 0 BEDROOM 3 BEDROOM 2 SECOND FL 91-01, 3 FAMILY ENTRY GARAGE ROOM FIRST FL 0'-0" 77777 SECTION PROPOSED RIDGE 24'.8" — — EXISTING RIDGE ;i xg BEDROOM 1 SECOND FL 9 -77 GARAGE LAUNDRY LIVING ROOM ROOM FIRST FL 0' 777 -0" Y e s: n �! � TION L /4"=1'-0" ARCHITECT: (Al;'kiardullo DRAWING TITLE; __ S E CT I O N S REVISIONS SEAL: DATE;11912025 SCALE: AS NOTED ARCHITECTURE e- I I ' N0. DESCRIPTION DATE �' � DRAWN BY: G,VARTHALAMIS U E&ENGINEERING,PC p sy DWG NO. DEMOLITION AND RECONSTRUCTION OF HOUSEAl 417 FIFTH AVE,8TH FL. NEW YORK,NY 10036 240 KNOLL CIRCLE # T:(212)245-0010A30100 www.ciardullo.com EAST MARION, NY 11939 ' i ASPHALT SHINGLE ROOF PROVIDE 1-1/4" 20 CAGE RIDGE STRAP CONNECTING 3/4" PLYWOOD SHEATHING OPPOSING RAFTERS. FELT UNDERLAYMENT PER MANUFACTURER'S ASPHALT SHINGLE ROOF REQUIREMENTS 3/4" PLYWOOD SHEATHING AIR IR SPACE FELT UNDERLAYMENT PER MANUFACTURER'S REQUIREMENTS VENTED AIR SPACE INSULATION BAFFLE WOOD RAFTERS R-381 INSULATION AT ROOF 2X12 WOOD RAFTERS PROVIIDE SIMPSON STRONG-TIE ENT SOFFIT CONNIECTOR "H10" AT EVERY V R-38 INSULATION AT ROOF RAFTER. HARD 2" RIIGID INSULATION CLOSURE 2" RIGID INSULATION CLOSURE WOOD TRIM 2-2XI6 TOP PLATE CLAPBOARD R-21 INSULATION AT WALL PROVIDE SIM PSON STRONG-TIE SIDING CONNECTOR "H10" AT EVERY IR/VAPOR 1/2" GYPSUM BOARD RAFTER. A SOFFIT BARRIER VENT 2 - 2X6 TOP PLATE 2X8 `.STUD O 16" O.C. HARD 1/2" GYPSUM BOARD WOOD TRIM 2X6 STUD O 16" O.C. CLAPBOARD SIDING AIR/VAPOR R-21 INSULATION AT WALL BARRIER I" PLYWOOD SUB-FLOOR HARDWOOD FLOOR PROVIDE SIMPSON - -- STRONG-TIE CONNECTOR SECTIOIN DETAIL "CS18" EVERY OTHER / STUD. OR 16. GAUGE EXISTING FLOOR STRUCTURE- SCALE: 1/4"=1'.-0" STRAPPING AT EVERY STUD 2 SECTION DETAIL PROPOSED RIDGE — — 24'-8" EXISTING RIDGE — — — — — 20'-0" — — — BEDROOM 2 BEDROOM 1 SECOND FL9. — : . - ENTRY KITCHEN LIVING ROOM FIRST FL 0'-0" 7. 'b. W SECTION SCALE: 114'=1'-0" ARCHITECT: DRAWING TITLE: REVISIONS SEAL: DATE:11912025 SCALE: AS NOTED Ciardullo SECTIONS & DETAILS NO. DESCRIPTION DATE # �' DRAWN BY: G,VARTHALAMIS ARCHITECTURE&ENGINEERING,PC ��r �#� DWG N0. DEMOLITION AND RECONSTRUCTION OF HOUSE 14 417 FIFTH AVE, . N WYORK NY TH 18036E 240 KNOLL CIRCLE '` � ¢� A302 ,00 245-0010 www.cardullo.com EAST MARION, NY 11939 I i RCP LEGEND NEW LED 4" ROUND IRECESSED LIGHT FIXTURE I I ENTRYi-O NEW EXTERIOR WALL SCONCE � I - NEW CEILING MOUNTED PEDNANT LIGHT � I I NEW OUTLET Q FAMILY =C= NEW GFI OUTLET �\ GFI ROOM �= NEW DEDICATED OUITLET DED i BEDROOM BEDROOM i o (j) NEW SMOKE DETECTOR/CO DETECTOR i 2 3 / NEW LIGHT SWITCH GARAGE ELECTRICAL NOTES: I ° 1. GENERAL CONTRACTOR TO VERIFY THAT EXISTING SERVICE IS ADEQUATE FOR PROPOSED DESIGN.CONTRACTOR SHALL I 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. -/ 771 U 3. LOCATION OF ALL ELECTRICAL DEVICES INDICATED MAYBE MODIFIED WITH OWNER AND(ARCHITECT'S APPROVAL(BASED ON THE EXISTING ELECTRICAL LAYOUT).PROVIDE ALL NECESSARY ri O %-�;.. ' ,,t: V ':-",�:... .' `. � WIRING SWITCHES DEVICES„LIGHT FIXTURES,ETC AS, , I GFI REQUIRED.LD 1 O o 4. ALL OUTLETS AT WET LOCATIONS(WITHIN 6-0"OF A PLUMBING O _ FIXTURE)TO BE GFI. MUD/ \ O 5. OPEN AND PATCH WALLS AS(REQUIRED FOR INSTALLATION OF I O ALL NEW ELECTRICAL DEVICES AT EXISTING WALLS. LAUNDRY KITCHEN ° ° 6. SEE PLANS FOR NEW LIGHTIMG,SWITCHING&OTHER ELECTRICAL DEVICES. O I ROOM DE \ o� r BEDROOM 1 l - GFI O LIVING ROOM/ DINING ROOM i o' I I NO I I I I I FIRST FLOOR RCP SECOND�OND FLOOR RCP 2 ARCHITECT: Ciardullo DRAWING TITLE: REFLECTED CEILING PLANS REVISIONS SEAL: �,� '� DATE:11912025 SCALE: 114"=1'-0" NO, DESCRIPTION DATE ' ° DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC DWG N0. 417 FIFTH AVE,8TH FL. DEMOLITION AND RECONSTRUCTION OF HOUSE NEW YORK,NY 10036 240 KNOLL CIRCLE T:(212)245-0010 A801 ,00yF� www.ciardullo.com EAST MARION, NY 11939 PP j v NEW WOOD POST NEW WOOD POST AND CONC. FTG AND CONC. FTG GARAGE SLAB U N EXCAVATE D ABOVE AREA 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 I I i NEW WOOD POST AND CONC. FTG � P P NEW WOOD POST AND CONC. FTG I I EXISTING CMU � EXISTING WALLS TO REMAIN (TYP.) BASEMENT I I L — — — — EXIST.SLAB ON GRADE UNEXCAVATED AREA EXISTING FOUNDATION WALLS TO REMAIN (TYP.) FOUNDATION PLAN SCALE: 1/4"=V.0" ARCHITECT: U DRAWING TITLE: REVISIONS SEAL: DATE:11912025 SCALE: 114"=1'-O" ardullo FOUNDATION PLAN NO, DESCRIPTION DATE DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC d - DWG N0. DEMOLITION AND RECONSTRUCTION OF HOUSE » I 417 FIFTH AVE,8TH FL. NEW YORK,NY 10036 240 KNOLL CIRCLE slooloo T:(212)245-0010 Y 11939 '_ www.ciardullo.com EAST MARION, N , ,� i PLAN LEGEND EXISTING WALL EXISTING FOOTING -- EXISTING WOOD FRAMING -- NEW BEAM/HEADER + � L� DIRECTION OF DECK SPAN NEW JOIST POST UP (BEGINS AT THIS LEVEL) p POST DN j (ENDS AT THIS LEVEL) EXIST.SLAB ON GRADE EXIST.SLAB ON GRADE NOTES: 1. SAWN LUMBER HEADERS SHALL BE GRADE NO.2 GRADE OR BETTER. 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 w � i U O N N L7 O 0 O O F- L0 X w — — — — — — lJ L - -L- - - - -L —J z U O v lJ H U) O 0 O O> I- C7 X W FIRST FL FRAMING PLAN SCALE: 1/4"=1'-0" ARCHITECT: � DRAWING TITLE: T F L FRAMING PLAN REVISIONS SEAL: DATE:11912025 SCALE: 114"=1'•0" E A �d U I® FIRS NO. DESCRIPTION DATE , DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC B } 4 DWG NO, 417 FIFTH AVE,8TH FL. DEMOLITION AND RECONSTRUCTION OF HOUSE NEW YORK,NY 10036 240 KNOLL CIRCLE siolloo www.ciardullo.com EAST MARION, NY 11939 I PLAN LEGEND 0 EXISTING WALL EXIST. EXIST. EXIST. EXISTING FOOTING HEADER HEADER HEADER EXISTING WOOD FRAMING p NEW BEAM�� p NEW BEAM/HEADER j DIRECTION OF DECK SPAN NEW WALL ABOVE 2ND FLOOR NEW JOIST EXIST.WOOD J T @ 24"O.C. (VIF) EXIST.WOOD JOIST @ 24"O.C. (VIF) POST UP P (BEGINS AT THIS LEVEL) I POST DN w (ENDS AT THIS LEVEL) w F- I ~ w W I cl) � NOTES: � o I ��°° SISTER NEW 2x FLOOR FRAMING I w = Xa 1. SAWN LUMBER HEADERS SHALL BE GRADE w = 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. ; o a wLLj = EXIST. HEADER I _ - - - Lu coa F- = N II ww cn o I =2 Ow = NEW WALL A BO\ 2ND FLOOREXIST.WALL ABOVE—, 2ND FLOOR o Lno� I Ln W11 wWw Xw ( ) 1411' VL /3/4 ST L P TE g �A x 1 14 � w I I - Q xQ I I wi w = I Z U O v N I- cno I Ln 57< a o ww = o O EXIST.WALL ABC O 2ND FLOOR NEW WALL ABO\ Lo X z z 2ND FLOOR I w U U I I I � w I I � w wW i I wW = I I = I i - - - - - - - - — - - - - - - - - - - — EXIST. EXIST. EXIST. EXIST. EXIST. HEADER HEADER HEADER HEADER HEADER SECOND FL FRAMING PLAN ARCHITECT: Ciardullo DRAWING TITLE: SECOND F L FRAMING PLAN REVISIONS SEAL: DATE:119I2025 SCALE: 114"=1'0" N0. DESCRIPTION DATE fMo A, 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 tr T:(212)245-0010 www.ciardullo.com EAST MARION, NY 11939 f � y S102 ,00 i PLAN LEGEND 0 EXISTING WALL _ EXISTING FOOTING NEW WINDOW HEADER NEW WINDOW HEADER -- EXISTING WOOD FRAMING r P — NEW BEAM/HEADER Ll II + II ROOF PITCH C ROOF PITCH �--i DIRECTION OF DECK SPAN I I (D Q NEW RAFTERS I I d POST UP O _ 0 (BEGINS AT THIS LEVEL) I O 0 P POST DN I I w w} (ENDS AT THIS LEVEL) II II II II II II P II � II II o II Q ROOF PITCH ROOF PITCH II o II I it U) I � to II P II d Iva I o0 Iw II � II w I 0 I I Z I a II II cna I W u- I I <<� �� I I w o I 0 II II 0 I I I ROOF PITCH ROOF PITCH o I a w � P I� =� L W I G I L WRID � o �T _ w Q� 06 NEW RAF ER � LP — — — _ O @ 24" O.C. P.) - 0 — — — Ua II zo_ za I W a (D I o I � II a I I q o I = ^� I I " Q O I I ROOF PITCH ROOF PITCH I I 04 O I to I I p 0 INEW NEW I L I F-: I L — WINDOW HEADER — WINDOW H ADER — — —WINDOW HEADER J cn — IW w I NEW WOOD AFTE S SPA ED AT Ill O.0 a I LL 0 N W3/"+TG pP YWO — — — — — — — — — — — — — — — — — — — J ,) ROOF FRAMING PLAN SCALE: 114"=1'-0" ARCHITECT: DRAWING TITLE: REVISIONS SEAL: DATE:119/2025 SCALE: 114"=1'-0" ROOF FRAMING PLAN Ciardullo 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 CIRCLES103 ,00 T:(212)245-0010 3,0 www.ciardullo.com EAST MARION, NY 11939 i PLUMBING NOTES: 1. ALL NEW PLUMBING FIXTURES, FITTING AND ACCESSORIES ARE TO BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR PER THE MANUFACTURER'S DETAILS AND SPECIFICATIONS. 2. PROVIDE INSULATION AT ALL EXPOSED HOT AND COLD SUPPLY PIPING AS REQUIRED. 3. PROVIDE NEW EMERGENCY SHUT-OFF/CHECK VALVES AT ALL EXISTING AND NEW BRANCH SUPPLY LINES AS REQUIRED. PROVIDE FLUSH METAL ACCESS DOORS AS REQUIRED TO 4"VTR 4"VTR ACCESS VALVES. MAINTAIN ACCESS TO FLASH AS FLASH AS EXISTING PLUMBING SHUTOFFS. REQ'D I I REQ'D I I ROOF 4. ALL WET AREAS TO RECEIVE 5/8" 1 I CEMENTITIOUS TILE BACKER BOARD. ALL DAMP AREAS TO RECEIVE 5/8" MOISTURE-RESISTANT BATHROOM I 12 / MASTER GYPSUM WALL BOARD. 2 111 BATHROOM 5. LATICRE E LIQUID-APPLIED WATERPROOFING 2� � r � I � � -� MEMBRANE TO BE INSTALLED WALL-TO-WALL r I I I I 1 `I AT ALL DAMP AND WET LOCATIONS (KITCHEN LAUNDRY ROOM 1�� 11� 1„ AND BATHROOM)AND TO EXTEND UNDER ALL 112" 1 112' 112 I 112 112 112 11 NEW SHOWER PANS, TUBS, AND APPLIANCES.1 1 2 MEMBRANE TO EXTEND 6" UP WALL SURFACES NEW TLT 1 NEW TILT @ 1 1 NEW SINK @ @ NEW 1 NEW SINK AT ALL SIDES. NEW LOCATION NEW TUB @ I LOCATIO I I EW LOCATIONNEW TUB @ 611 6. THE INSTALLATION AND ALTERATION OF ALL NEW LOCATIO NEW EXST'G LOCATIONNEW @ L____==j IN 1 @ EXST'G APPLIANCES, EQUIPMENT AND SYSTEMS 1�� I 3" WM I LOCTT��ION lit' 11 DRAIN I 12 SECOND FL REGULATED BY THE NEW YORK CITY FUEL GAS CODE, THE NEW YORK CITY PLUMBING CODE CO 2" 3" I CO 3" 2" I 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 1„ 12 7. NEW WASTE LINES TO SLOPE%" PER 1'-0". � 8. REMOVAL OF EXISTING PLUMBING TO BE IN 1 1 ACCORDANCE WITH CHAPTER 3 OF THE 2014 NYC PLUMBING CODE. 1� 11�� 11�� 1��� I 1��� 9. NEW PLUMBING IN KITCHEN AND BATHROOMS 2 112 12 2 I 2 NEW DT 0 N (NEW SINK @NEW I 1 I 12" 1 LAIUNDRY ROOM TO BE IN ACCORDANCE WITH CHAPTERS 3,4, 6, LOC1 (RELOCATED) I (LOCATION NEW SINK @ I NEW TUB @ NEW TILT 1 I &7 OF THE 2014 NYC PLUMBING CODE. (RELOCATED) EXST'G EXST'G 1 @ EXST'G ON 1 10. KITCHEN:ALL FIXTURES TO BE REMOVED AND EXST'� LOCATION LOCATION RELOCATED. FIXTURE COUNT TO REMAIN THE NEW 4" EXTEMOR NEW SAME. PLUMBING AND VENT LINES TO BE F.A.I. SWR 2„ W 3" FIRST FL EXTENDED TO NEW LOCATION. CO CO 11. PRIMARY BATHROOM: ALL FIXTURES TO BE CO 2„ 3„ CO REMOVED AND RELOCATED. FIXTURE COUNT 3"WASTE LINE 3"WASTE LINE 3"WASTE LINE TO REMAIN THE SAME. 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 ARCHITECT; Ciarduliv DRAWING TITLE. PLUMBING RISER D IAG RAM REVISIONS SEAL: DATE:1f912025 SCALE: NTS NO. DESCRIPTION DATE ` Ir DRAWN BY: G.VARTHALAMIS ARCHITECTURE&ENGINEERING,PC ��° �` , `�` �'►' DWG N0. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 FIFTH AVE,8TH FL. � " J NEWYORK,NY 10036 240 KNOLL CIRCLE T: w.ci 2 ullo.c 0 EAST MARION, NY 11939 ° www.ciardullo.com Plooloo