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HomeMy WebLinkAboutBP25-030 3 cu CA 154 N ■ �t a V . °? DWI W M an �A A-114 0 o w j u V a✓i �a [f - Oi A x w w �, a z w . as a ^ Q w `. w U O o A A00 � � U _ v W � � � � p w w U w M C7 W r.;4 N o z o w w o C.1t o V oo y� cy t OEv v h z�j w z a vo Cc:64 � W a ZO ,, E v � O w o JCCU V V e+ b � UJ < iL 0in� W �y J4 d' A z o C� a � 0 N � ti of - ■ ■ BUIox . -eov MENT VIOOK �� � ��� 938 KING ,NY 10573ID OCT - 2 2024 VILLAGE GE RYE BROOK lwjar FOR OFFICE USE ONLY: 11 Approval Date: 1 Pe d� 0� Application# /� Approval Signature: : ARCHITECTURAL REVIEW BOARD: Disapproved: Date: BOT Approval Date: Case# : Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# Other: _n p Application Fee:�/00-�� Permit Fees: EXTERIOR BUILDING PERMIT APPLICATION Application dated: is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below. 1. JobAddress: A C.& AC_ a2 A Q 6,k, Da,1:tom_ 2. Parcel ID#: 135. 3-7— l —_+7 Zone: O 3. Proposed Improvement(Describe in detail): _MIASIn j P .ram ¢IP VMI,T Q,•," :N C>A 15 k. Roos F cute-4-A t s ff+n a n r-?Vwr �2Q,rr0U tnr ¢ 14cj-en 6 n n of)_ (7utu'f�1A- OF 0 13c VnQ kr 0— 4. Property Owner:%AW Ck V-h Address: C'OC AC. -aA o 6 t qo'k v�p-- Phone# Cell# "2a ;'.J 4 A j 3 e-mail p 9� CA 6 e j4c` List All Other Properties Owned in Rye Brook: Applicant:� A �-Ve,--C Address: Phone# Cell# e-mail Architect: SC - ad,-`a"j+ �Z- -- Address: ', 'yy—" r" 11 fz4 wok Arz't r OY1 k,t N_� ( Q.s'++ Phone#�) Z-73--7 35o Cell#���714 —p 1 SZ e-mail�(�5G�12-( �l'fo C GrY+4l�.f.r. Engineer: Address: Phone# Cell# e-mail i -c�Z / L General Contractor: u QS O� 4r-7�inC)L � —�.S�� � Address: 9 P, 711- 6 � f Pb C,6QS4e.- N 1 aS7 3 Phone# 9r 4/-7&0- 7 7'�a Cell# e-mail (i) 6/1/2024 5. Occupancy;(1-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: ) yr,t Post-construction: & Area of lot: Square feet: + °I�$ Acres: a Z. 7. Dimensions from proposed building or structure to lot lines: front yard: Z j,SZ rear yard: ,S(o-S7 right side yard: 134 LZ left side yard: Z'I,z(p other: 8. If building is located on a corner lot,which street does it front on: 9. Area of proposed building in square feet: Basement: I"fl: 2"d fl: 3"fl: 10, Total Square Footage of the proposed new construction: IL For additions,total square footage added: Basement: I"fl:_ _2❑d fl: 31 fl: 12. Total Square Footage of the proposed renovation to the existing structure: W-L 7 S(i4 eT 13. N.Y. State Construction Classification: N.Y. State Use Classification: — . 14. Number of stories: I Overall Height: `( tr Median Height: Ft 15. Basement to be full,or partial: , finished or unfinished: 16. What material is the exterior finish:A"r CJ�c►T i Mt n q S} y��l p 17. Roof style;peaked,hip, mansard,shed,etc:STjgI.,Z Roofing material: 18. What system of heating: ���jy%y 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 20. Will the proposed project require the installation of a new,or an extension/modification to an existing automatic fire suppression system? (Fire Sprinkler,ANSI. System, FM-200 System,Type I Hood,etc...) Yes; No:JL,.-' (f yes,applicant must submit a separate Automatic Fire Suppression Svstem Permit application&2 sets of'detailed engineered plans) 21, Will the proposed project disturb 400 sq. ft. or more of land,or create 400 sq. ft. or more of impervious coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: No:a�Area: 22. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: Le (if yes,applicant must submit a Site Plan Application,&provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: -' (if yes,you must submit a Site Plan Application,&provide a detailed topographical survey) 24. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: No: ✓ (if yes,the area o f wetland and the wetland ba f er zone must be properly depicted on the survey&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes : No: (if yes, the area and elevations gl'the flood plane must be properly depicted on the survey&site plan) 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: No: tr (if'yes,applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: If Indicate: TIER 1: TIER II: TIER III: (if yes, a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property: 29. What is the total estimated cost of construction: $ s �5 r Note.The estimated cost shall include all site improvements, labor,material,scaffolding,f ed equipment,projessienal fees, including any material and labor which may be donated gratis.If the final cost exceeds the estimated cost, an additions/.fee will be requiredprior to issuance of the CIO. 30. Estimated date of completion: (2) 6/I/2024 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 RESIDENTIAL LOT AREA COVERAGE Address: -4 P(Ac- '(Ztini UL. Section: 11 35-35 Block: I Lot: 4� PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SO. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4%s R-20 20,000 14% 3.5% 4% R-15 15,000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% R-12 12,500 17% 4% 4% •/ R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,000 30% 5% 3.5% R-2F 1 5,000 30% 5% 3.5% Existing: Proposed: 1. AREA OF LOT I Z97 Sq. Ft. 1 Z-97& Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) 441 Sq. Ft. l-4 3 1 Sq. Ft. b. Area of 15'Floor Divided By Area of Lot x 100 11' % J(° ( % 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages, Tool Shed, Playhouses) 77 $ Sq. Ft. 778 Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 % •�' 4. AREA OF DECK O Sq. Ft. o Sq. Ft.. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 % O I attest to the best of my knowledge and belief, the above information is correct. - ' 4 Architect's Signature (3) 6/1/2024 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 4 IZIok figIve.. SectionA.S- 3 ' Block: I Lot: 4 7 Zone: A-•10 IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including, but not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards, sports courts, swimming pools, patios, sidewalks, ramps,terraces and driveways. TOTAL MAXIMUM PERMITTED MAX. PERMITTED COVERAGE Zoning IMPERVIOUS COVERAGE IN FRONT District LOT AREA BY IMPERVIOUS SURFACES YARD(%) (sq.ft.) For Base Lot For Lot Area Area(sq.ft.)* Over Base R-35 15 Lot Area % R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2,200 35 6,001 to 12,000 2,900 27 R-15 35 12,001 to 16,000 4,520 26 R-15A 35 16,001 to 20,000 5,560 25 R-12 40 20,001 to 30,000 6,560 24 30,001 to 40,000 8,960 23 y/R-10 45 40,001 &larger 11,260 22 R-7 40 R-5 30 *"Base Lot Area"is the minimum end of the lot size �R2-F 30 range in the "Lot Area" column Area of lot: 97 $ sq.ft. Existing Allowed Proposed Total impervious coverage = I`t,5 S .ft. 4'7 S . ft. 3 Z3 1.5Sq.ft. Front impervious coverage = S % r % �d p-y % I attest to the best of my knowledge and belief, the above information is correct. hitect's Signature (4) 6/1l2024 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: 4 C�-OU�- (Lio6e Section: / jY,- ' S Block: t Lot: MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area - 21,780) x 0.11478421 ]: a. Allowed = 2 I g 9 Sq. Feet b. Existing = )'5 '72 Sq. Feet c. Proposed = l 37 Z Sq. Feet HEIGHT/SETBACK RATIOS FOR RESIDENTIAL DISTRICTS DEFINITION: A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of the lot line from which it is set back. The ratio modifies the maximum permitted Height of Building by forming an inclined plane beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer windows not covering more than 10%of the entire roof area, shall be permitted to extend.Height and Setback shall be calculated using the formula; Height/Setback= X, where X is the required side or front yard ratio for the zoning district in which a property is located as specified in Article VIII of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE EX/ST/N09 PROPOSED REQU/RED FRONT: FRONT: FRONT: .44 R-35 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 /R25 SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 R-20 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .60 RLIS SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R-15A SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 R-12 SIDE: SIDE: SIDE: 1.60 FRONT: G 3 FRONT: , ( FRONT: .80 RL10 SIDE: ,qt: / SIDE:, 6 l,o SIDE: 2.40 FRONT: FRONT: FRONT: .96 RLY SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 RS SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 R-2F SIDE: SIDE: SIDE: 4.00 1 attest to the best of my knowledge and belief, the above information is correct. a/t -7/ --,-- Architect's Signature (5) 6/1/2024 BUILD MENT R `� Q v E Vi RX OOK 938 KING �Frr'l+ =$`lt NY 10573 OCTJD 024 VILLAGE OF RYE BROOK WW oV BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST HEAR THE NOTARIZED SIGNATURE OF THE: LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT. STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: 3 ( ],QL1 S5u (n + if er- , residing at, A IZaco_ rZA a C k_ i0a (Print narne) (Address where you live) being duly sworn, deposes and states that(s)he is the applicant above named, and further states that(s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; -4 CZQ CAC, E-A 00-f— U, , Rye Brook,NY. (1oh Address) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief, that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. (Signa(ure of Property Omcr(s)) 4e [-S� "A- M Ivy (Print Name of Property Omcr(s)) Sworn to before me this day of � c� , 20 (Notary GREGORY M.RIVERA Notary Public,State of New York No.01 RI6441398 (6) Qualified In Westchester Cou ty Gommission Expires September 26,2tY G/1/2Q2a This form must be properly completed & notarized by the Design Professional of record and the Property Owner. Failure to provide this completed, # _ permit application will delay the permitting process. 4,:k44 At4. k#ae;}t It 41ItIt*99*It � OCT - 2 2024 Notice of Utflization of Truss Type, Pre-Engineered Wo yp , g At�LAGE OF RYE BROOK or Timber Frame Construction. (Title 19 Part 1264& 1265 NYCI aIILDING DEPARTMENT To: The Building Inspector of the Village of Rye Brook. From: h'� C,,- .e A� 1. Subject Property: n SBL: Zone: R—l o Please take notice that the subject; ❑ One or Two Family; ❑ Commercial, ❑New Structure YQ Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; ❑Truss Type Construction(TT) XPre-Engineered Wood Construction(PW) ❑Timber Construction(TC) in the following location(s); )4Floor Framing,including Girders &Beams (F) ❑ Roof Framing(R) o Floor Frarninn and Roof Framing(FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood, or timber construction must be posted with a. Truss Identification Sign, installed in conformance with NYCRR §1264 for Commercial Buildings, and NYCRR§iz.65 for One&Two Family Dwellings. Sworn to�iefar ine tl is Swom to before e this h� day of 20 day of Signature of Property Owner �_gign�ature ofDesign Professional Pr' Name of Property Ow r Print Nai a Design rofe na YA tart' is otary Public KAREN R. CAPPUZZELLO GREGORY M.RIVERA Notary Pubik, State of New York Retry Public,State of New York No. OICA61 SOW No.01R16441396 Qualified in Aodit M County Qualified In Westchester County (7) Commision Expires AugW 7, 2,d Commission Expires September 26,20' This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer& signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. �*,�,t�*,r**,r��+�*tt,t�+,�+**t*�tt�:r*+***i x,t:fr**�******,r***t+tt+�*,t�t�t*��y+�•.t�.t:r,rw*�w�.rv:tt,r,�**w��y*,�*-�+�*+**++*t STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: WCA4 tc,'-Wing duly sworn, deposes and states that he/she is the applicant above named, (print name of individual signing m the applicant) and further states that (s)hc is the legal owner of the property to which this application pertains, or that (s)he is the Ae—c- -fie a(' for the legal owner and is duly authorized to snake and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to tlhe best of his/her knowledge and belief, and that any work performed, or use conducted at the above captioned property will be in conformance with tine details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention &Building Code, the Code of tile Village of Rye Brook and all other applicable laws,ordinances and regulations. By signing this application, the property owner further declares that he/she has inspected the subject property, and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from die subject property. h C_J Sworn to before me this t Sworn to before me this day of S" I , 24 �L ` day of �f , 20..�_ Signature of Property Owner �ignat.,e of Applicant rl-e Print Name of Property Owner Print Name of Applicant Notary P rc ataxy Public GREGORY M.RIVERA KOM R. CA M,JM L,LO Notary Public,State of New York NO" hM, SMft Of fw *York No.01 R16441398 NO. 01CAi 1 StI16i4 Qualified In Westchester County Quaflfwd in RocMand County Commission Expires September 26,20 Commision Expires August 7, Z.0 2 G (8) 6/1/2024 _ WARNING: General notes: 4' V MCK THESE DOCUMENTS ARE I. THIS PROJECT IS SHALL CONFORM TO THE INDIVIDUAL CLASSIFICATION Of WORK AS DEFINED 9.ALL STRUCTURAL STEEL SHALL BE NEW,CLEAN AND STRAIGHT AND SHALL CONFORM TO THE CH► Y NOT VALID UNLESS SEALED IN THE 2020 EXISTING BUILDING CODE OF NEW YORK STATE CHAPTER 6 IDENTIFIED BELOW. LATEST EDITION FOR A.S.T.M.DESIGNAT ON A-36 OR A-500 FOR ALL"fS"SECTIONS,All STRUCTURAL STEEL WORK SHALL COMPLY WITH SPECIFICATIONS FOR THE DESIGN, ' -"' '' ' '�1`:Y-r:41 :,,r'r.v � FABRICATION AND CONSTRUCT ON OF STRUCTURAL STEEL FOR BUILDING Of THE AMERICAN r I 1J LIL1UIJ Ij( I I III!! I,I I AND SIGNED IN INK,NO ALL WORK SHALL ALSO CONFORM TO THE 2020 BUILDING CODE.RESIDENTIAL CODE. �jl- r _. ,. . �W��'Cn�•�, � 1 � � 1 INSTITUTE OF STEEL CONSTRUCTION LATEST EDITION.PROVIDE STIFFENER ANGLES OR PLATES I�L,[�IJ] 11 I�1 II If 111TapOF OVEKE105{ING „ (r-. j �Jl il.J,1�] / , , SCANS,REPRODUCTIONS FIRE CODE,ENERGY CONSERVATION CONSTRUCTION CODE,MECHANICAL CODE. UNDER ALL POSTS.COLUMNS OR STRUTS THAT ARE CARRIED BY STEEL BEAMS AND IN THE /1kv M-51 fMI!EXISTING/VJ7. ' - I.t�I:!I._ll.JJ I./ FUEL GAS CODE,AND PROPERTY MAINTENANCE CODES OF NEW YORK STATE AS APPLICABLE. WEB OF BEAMS CANTILEVERED OVER COLUMNS OR BEAMS SUPPORTING HANGERS.UNLESS LI U• IJ I 11 II L_r�l V LJI t, • OR COPIES ARE 2•CONTRACTOR SHALL PROTECT&BRACE ALL WORK FROM DAMAGE DURING CONSTRUCTION. OTHERWISE SHOWN OR SPEC FIED PROV DE 6x8x Y2 BEARING ON CONCRETE MASONRY IF ANY. I�WNAMIIMGCB 40YEAR• 1 1 I I AUTHORIZED BY WITHOUT 10.HEADERS TO BE(31 7 X IW IN 2x6 WALLS OR(2)7'X IW IN 2X4 WALLS UNLESS OTHERWISE NOTED. .1. -'_II_I .-I [.] ...t[ �_�_�5!.],I _li�.lJ..1.I�� �' 3.ALL WORK TO BE PLUMB&TRUE.ALL PLUMBING WORK TO BE IN COMPLIANCE WITH NYS IIII II I L.II I' �l IIII IZ�;1.1 r r r r ✓ WRITTEN AUTHORIZATION PLUMBING CODE,ALL ELECTRICAL WORK TO BE IN COMPLIANCE WITH N.f.C..ALL HVAC 11.INSULATION IN FLOORS,WALLS AND CEILINGS TO BE A COMBINATION OF FIBERGLASS BAT, IIpit IT 4_U 17- NEwwk oop�v... q_1 III IIII. fI,NDCI,'I.IAS-4i0 Yclf �1�- LU4 IriIA Ewer-W;J`.HPIC�ES U j 1 � . r WORK TO BE IN COMPLIANCE WITH ASHRAE STANDARDS,LATEST EDITION.ALL CONTRACTORS ANO CONTINUOUS RIGID,OR SPRAY FOAM OR CELULOUS INSULATION TYPES TO CONFORM TO `-�` � L1 hlL OF JOHN G.SCARLATO JR. A'�Q GfEClll4pt t?OOF 51SNO1 E5 I - ,��I I NEW(AMgO511E SOFPIf�,II.(I r�,'1' 'l 1 r r II , SUB CONTRACTORS SHALL BE LICENSED AND INSURED.All PLUMBERS AND ELECTRICIANS ARE �NYS ENERGY CONSERVATION CONSTRUCTION CODE CHAPTER 4. �� 7L 1.11 i-I._ II_ , �,[.Z�J .I•_ I ARCHITECT. RESPONSIBLE FOR ANY ADDITIONAL PERMITS,APPROVALS AND INSPECTIONS THEIR PARTICULAR WESTCHESTER COUNTY IS CLIMATE ZONE 4A. 4V fASan Ili tL.' ,. ��t. 11_.,�I i l,.�� " , �L�I TRADE MAY REQUIRE ICE 5!{ELD FROM EAVES 24" I U Ll I U I I,I l�II_ 1 }) -I•.]T.J,C 1_ I� ar FURTHERMORE' 12.ALL FOOTINGS TO BE A MINIMUM OF 3'-6"BELOW GRADE,OR LOCAL FROST DEPTHAS SPECIFIEDBY GEYOW IN01OR WAKI,MELON a' I I ``I_ I L I I Ii41 ( �I '.�j�j��j4 l J [�1 I. I.C '•- " ' - � _ ' 4.LUMBER MATERIALS USED IN THE BUILDING SHALL BE G000,SOUND.DRY FREE FROM ROT. THE ARCHITECT.UNDERPIN WHEN NECESSARY. �' �._ 1 __ _. �l 1 T�TI-f7.]] .I.►.I.I T f I r IT IS A VIOLATION OF NEW LARGE AND LOSE KNOTS,SHAKES AND OTHER IMPERFECTIONS WHEREBY THE STRENGTH IJ ,� �I -------.._...__ NEW N'UMIhflJM GUTTER 'I IU•^' �_WI�I..._ _B..[I_�.(��IL!l..�J.I_ I I .I�(-,�.I�. I'•I•;I I I�I'�]] I,.I_,1 J�-]].�I,T�•I,I- --•-- --••--- -___ -__ --.__-.--�_ MAY BE IMPAIRED.ALL NEW LUMBER SHALL CONFORM TO 2020 NEW YORK STATE BUILDING CODE 13.HOUSE TO CONFORM TO ANY LOCAL SUPPLEMENTAL CODE. pw Lmrt?PL°CS __..-.________.__.-____-..._._.._.___ - YORK STATE LAW FOR ANY CHAPTER 23.FASTENING SHALL CONFORM TO 2020 NYSBC TABLE 2304.10.1 l� n�wcor>po5d1E 50FFif __ _ _--_ _ -__-_ --- __ - - - PERSON,UNLESS ACTING ALL LUMBER SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN WOOD COUNCILS 14.PROVIDE BLOCKING AS REQUIRED TO BEARING POSTS ONTO GIRDER OR BEAM CONDITIONS '-' _ NATIONAL DESIGN SPECIF CATIONS FOR BENDING STRESS AND DEFLECTION,AND 2020 NYSBC 2306. AND VERIFY ALL BEARING TO FOOTING. A'9 PA5CIA - , -'- - ___ UNDER THE DIRECTION OF ALL WORKMANSHIP INCLUDING BLOCKING,MILLING,BRIDGING,ECT.SHALL CONFORM TO THE 2020 NYSBC AND OR 2020 NYSRBC.PROVIDE LEDGER BLOCKING.NAILER AND ROUGH FRAMING 15.TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT THESE PLANS AND I- ' _---- -- / -- --'-' ----- ---- - -- A LICENSED ARCHITECT TO HARDWARE AS REQUIRED.ALL BEAMS.JOISTS AND RAFTERS TO BE SET WITH NATURAL CROWN UP, SPECIFICATIONS ARE IN COMPLIANCE WITH 2O20 N.Y.S.ENERGY CONSERVATION CONSTRUCT;ON CODE 1 5 517%5"%EAHE -- - - _ W`-_--- {I _..-_._____._-__ _ -- PROVIDE DOUBLE RAFTERS AND HEADERS AROUND ALL ROOF SKYLIGHTS UNLESS OTHERWISE NOTED. WWK�E PL&K _ _ ;I --- _ ALTER IN ANY WAY THESE ALL LUMBER SHALL BEAR VISIBLE GRADE STAMP.ALL STRUCTURAL LUMBER INCLUDING BUT NOT 16.ALL DECK RAILS AND STAIR HANDRAILS SHALL CONFORM TO THE 2020 N.Y.S.BUILDING CODE 14 CGiBlcz v0pF37 --__ ---•--- __--- _ _ _ SEALED AND SIGNED LIMITED TO TJL TGI,&LVL BEAMS OR EQUIVALENT SHALL BE INSTALLED PER DRAWINGS AND SECTIONS 1014 HANDRAILS AND 1014 GUARDS. MANUFACTURERS SPECIFICATIONS,ALL HANDLING AND INSTALLATION PROCEDURES MUST BE DOCUMENTS WITHOUT THE SUPPLIED BY THE MANUFACTURER AND SHALL BE FOLLOWED.TJI JOISTS AND LVL BEAMS SHALL 17.ALL ROOF FRAMING SYSTEMS SHALL BE INSTALLED WITH HIGH WIND CONNECTORS(HURRICANE --------- - �� f (��fj --- ------•- --•-- ---• ----- NOT BE ALLOWED TO GET WET AT ANY TIME. TIES)IN COMPLIANCE WITH 2O20 N.Y.S.BUILDING CODE EILLZ I __-- EXPRESS AND 12 _ _ 5.WITH USE OF ANY TRUSS TYPE,PRE-ENGINEERED OR TIMBER CONSTRUC110N A SIGN WILL BE 18.ALL POSTS TO FOUNDATION FOR THE PURPOSE OF SUPPORTING THE ROOF OR OTHER STRUCTURAL �� CONDITIONED PERMISSION PLACED AT OR ADJACENT TO THE ELECTRIC METER WITH SPECIFICATIONS PROVIDED BY THE ELEMENTS SHALL BLOCKING AS SPECIFIED BY THE ARCHITECT OR A NOMINAL DIMENSION OF 4X4 - '- - --"" --'- ARCHITECT. FROM STRUCTURAL ELEMENT TO BE SUPPORTED CONTINUOUSLY TO A SOLID MASONRY _--_ --_.._-._____-__ __----_-_� �_ OF THE ARCHITECT. FOUNDATION THAT EXTENDS BELOW REQUIRED FROST DEPTH AND RESTS ON A FOOTING OF ILO 6.ALL CONCRETE WORK,DETAILS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE TYPICAL CONSTRUCTION. 7V WITH THE PROVISIONS OF ACI 318 AND ACI 332 OR PCA 100.AND THE 2020 NEW YORK STATE 109 i -) I���1 1 i , �L- -� DI lE5{OpIV hEWCON�go51If OCIV OOAFO RESIDENTIAL CODE CHAPTER 8.ALL CONCRETE SHALL BE TYPE-1,3000 PSI COMPRESSIVE 19.ALL SIMPSON STRONG TIE CONNECTORS AND ANCHORS ARE DESIGNED WITH SPECIFIC LOADS AND 108 �i`�,7�1 �.I® f'EL'UJ�fEt NTH CEH QJG lA'DER POt;Qi AND SECURELY TIED IN PLACE SO AS TO PREVENT DISPLACEMENT DURING CONCREI NG. CAPACITIES.SUBSTITUTIONS OF THESE HANGERS FOR DIFFERENT MODEL NUMBERS THAN -tY- 1 ... ..■ STRENGTH AT 28 DAYS.REINFORCING BARS TO CONFORM TO 2020 NYS BUILDING SPECIFIED BY THE ARCHITECT OR ENGINEER IS FORBIDDEN WITHOUT VERIFYING THE REPLACEMENT 101 107 Wk Gbh 11 t��, c is tc a a o p f ;;��;.' CODE SECTION 1905 MODIFICATIONS TO ACI 318. PART WITH THE DESIGN PROFESSIONAL. ti•..: .+.,• _.•,_. ,„' ��� � t Ncw pL11411I A P05rs, 4A P05f ON 5IMPW14 AOOU44 REINFORCING SHALL BE ACCURATELY INSTALLED TO REQUIRED ELEVATION p��IME1��OF Dl�l.nl\G '"�''4•:4 i ;!!;'t••.K"I•t•'J?= - ayw5mv 1 IV OMP INTO CONCRETE I 7.CONTRACTORS TO VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK. 106 � "`•-��:-•; •• ,.,_•; •+-•.,;:=��••••:, pGl?IILr1�1>;J'OF OUI-DING � L NY DISCREPANCIES ARE TO BE REPORTED TO ARCHITECT.ALL WRITTEN DIMENSIONS ON J. FIN15N 105 THE DRAWINGS SHALL TAKE PRECEDENCE OVER ANY SCALED DIMENSIONS. _ DLI,ESf01Jr:iWA175 t ' ,� 104 r t '' •t,,, _`I " EX15"5fa le - Vj'APACII .LL FOOTINGS SHALL BEAR ON UNDISTURBED VIRGIN SOIL HAVING A MINIMUM SAFE BEARING :. 1 OF 2 TONS PER SO.FT.BRACE RETAINING WALLS OR FOUNDATION WALLS AS """•' �fAN!NG WN L QUIR:.-ACKFILL WITH APPROVED MATERIAL.BACKFILLING UNDER SLABS.AROUND 103 _ _ • • • • iERS A'41•N EACH SIDE OF FOUNDATION WALLS SHALL BE DONE IN LAYERS NOT TO EXCEED �� _ Ia r'.tA".! �� • , •ECT ' 1 INCH Ur.,COMPACTION SHALL BE 95%OF MAXIMUM DENSITY AT OPTIMUM MOISTURE 102 _ �-- - *NTENT.EXCAVATION MUST BE FREE Of WATER WHILE FOUNDATION WORK IS IN PROGRESS, I+EW YAKS - �" - - NAL • 4 LICKS,BULLDOZERS OR OTHER HEAVY EQUIPMENT SHALL BE OPERATED WITH CAUTION AND la , ,,r � p{I Q7 I I SUCH A MANNER AS TO CAUSE NO DAMAGE TO FOUNDAT ON SY TEMS. fop OPMIK Too �'-pGQ� I.If`1r. wIa•Ir of REpR sL&r 17KPr SLOFE 99 Refnf�r.�w�I, EA EtOSti FI of cA� E.p� - - - - - - - - - - - NGC1,'3VCYJAY INFORMATION FOR PLOT PLAN TAKEN 98 FROM SURVEY OF PROPERTY BY. L[MATIC&GEOGRAPHIC DESIGN CRITERIA • R RESIDENTIAL DISTRICTS FRONT ELEVATION ROWAN LAND SURVEYING,PLLC rr r r r r•r;' i► � r��'•- r �•. ••r r �••. rr - a � 330 OLD ALBANY POST ROAD o �»•. _,�, r:r - %r /T r / ® v r:r r t /� r a GARRISON, N.Y. 10524 i_t�; �.• .� _ �® � ®� SCALE: 1 4" = 1'-0' PH: (914) !�''llii �� „� r r r 'r r / 815-3986 ■��t �-d ;i�i:,: DATED:11-9-20 ALTERED BY: - JOHN G.SCARLATO JR.ARCHITECT ON 9/30/24 9 SEAL. '� REVI • r- , i TO INCLUDE(BUT NOT LIMITED TO): 24 24 *FRONT, RIGHT SIDE,LEFT SIDE AND I 50 ,.�.....� REAR SETBACK LINES IN DASHED - , n FLA �� I RECTANGULAR SHAPE. .� ����' x, � �O� / T t7f�lrt��lw1 152 *DIMENSIONS TO SAID SETBACK LINES IN !-L't-;: ''',? _„^''n q.r+ o �$ ¢ FEET AND INCHES FORMAT(x' ?' - 9/ 15.1� ANt7pt;Mlt *ESTIMATED PROPOSED NEW SETBACKS P �',°7' - ✓�r x 1u2 1P �� AT E • 2 AS DELINEAT T A L', ;� r n, -:'- ED 0 REAS OF PROPOSED ``' r z r`:' yT :1 °;, x 103.72 p0 '0 19 _ '> NEW CONSTRUCTION(IF APPLICABLE)IN "' - -•�.N Q x llto.40 IPF d 25 y'•: -RARDI�.• �� 100..3 �' FEET AND INCHES FORMAT(x"-x`"). CNTRL#422030416 J 1' ti 50 / * SBL 135.35-1-48 jp0'�S r-a 161 ,, •t RECTANGULAR HATCHED AREA(S) ° � CI, I I 1 6 24 �. LABELED"PROPOSED _ STORY FM 7248 PART OF �aG a x 104.112 w I to",APLE T c ( ) LOTS 13&14 pp J / ` v V1.67 `� •-�� !►.. 152 INCREASED ADDITION". C 1 i x x10174!, 19 *DEPICTION OF NEW STAIRS,PLATFORMS, INCREASED 24 DECKS,WALKS AND MISC.AS REQUIRED, o ,. a; 5--o _i FRONT YARD 25 AT FRONT WALK JOHN G. SCARLATO JR. ALL LABELED AS PROPOSED. �• N /x^ , IMPERVIOUS 337 TOTAL IMPERVIOUS 118 TOTAL ARCHITECT THIS PLOT PLAN IS Imo A PROPERTY sa �1� 1I °�`! , °6x x'°°•s° SURVEY.ONLY A SURVEY CONTAINING x / I x C 00, AREA THE INK OR EMBOSSED SEAL OF A �° x 104 90 ( ! g� LICENSED LAND SURVEYOR IS A VALID ,I�oo�l ,�' r x o®0 o LINDEN t 11 _ LEGAL DOCUMENT. THIS PLOT PLAN IS �°itih0 N''0,, e t 'fir ri tn r� m John G ea FOR DEMONSTRATION OF ZONING Sy1 %p x 10ti'S'' ( `'o, ' YI'IT G. � � x 1 I.G'L ,x S, .J COMPLIANCE AND LOCATION OF �� A1T/ 'be o: PROPOSED WORK ONLY. b xv, o s' Scarlato Jr. N/F FEDERICI ■,•. % ��/../�/ © o' C TRL#430080978 SR o �1yx x°'\` / x 3,° • SBL 135.35-1-56 yo r0�, x tut.ls Architect Oppm- FM 7248 LOT 3 58,y},,_ 108 �'AREAo12978.1698f50.f 6 / rr�9 1 Q t Y , /AC�SOM3279 30' + to f x to 3Ef f�' -,x,5e� i 33 Byram Hill Road RYE BROOK ZONING COMPARISON CHART NC...., L� CPS �4�.1P "'I" °88'! `72 8 PART OF / "Cy 12�RCP �� ,\p 6�,� !r /,J FM 14 15 1 ,��� x ,� Armonk NY 10504 t01.33 n , ADDRESS: 4 ROCK RIDGE DRIVE SECTION: 135.35 BLOCK: 1 LOT: 47 ZONE: R-10 ��IjO {p - X G ,: _�,1� u1.4• x 1o1a3 1 Phone:(914)273-7350 = 99� `�' �K��� y. JGSCARLATO@GMAIL.COM STORY # DWELLING ♦ r '' 1 01.tJGLa10.00 m ZONING REGULATION REQUIRED/ALLOWED EXISTING PROPOSED ;40 , - r/0jRCH 9 so ' x lu y ` , R-40.00 I 3 O �� 1 ( 01.53 x 101.67 O LOT SIZE(ACREAGE/SQ.FT.) 10000 12978 12978 DRAIN i X%n �JU MILLER RESIDENCE Q) S�, / GROSS FLOOR AREA(FA.R.) 2989 1372 1372 'l` Ci - X, 5p1y°B �� ° r f �� �, rn4 ROCK RIDGE DRIVE • °1 CRW X- -, r qp� 101.61 x 1o1.nz MINIMUM FRONTAGE FT. 60 103.14 103.14 1U SRw-x. ''' \ I -auun. ( ) X 2g,��X W. x x 110.63 o d9tttun a �;.. ; x tot 77 RYE BROOK, _ 10573 HORIZONTAL CIRCLE DIAMETER(FT.) 75 84t 84t C` Iprq� i e \ ,5 i; J �..= • p N/F KAJDI ,i"r,., G• / Iy * s L12140 P39 ' 1,0 '�' - SBL 135.43-1-19 x1, 0 - .• ADDITIONAND FRONT YARD SETBACK(FT.) 30 29.52 N!C " FM 7248 LOT 2 °,�,\ o O� o . . GABLE / I x I►, o • ONE SIDE YARD SETBACK(FT.) 10 13.22 NIC ='�' • o I TOTAL TWO SIDE YARD SETBACK(FT.) 25 27.26 N/C ^ x1uI i\r� ' e� OR ALTERATIONS _ �o REAR SETBACK(F r.) 30 56.57 N/c i� w N0.3°x I G PROPOSED FRONT ANDRENOVATIONS MAXIMUM BUILDING HEIGHT(STORIES/FT.) 2/30' 1/16.5t N/C '. 110.07 ' ADDITION AND FRONT x HEIGHT SETBACK RATIO FRONT/R.SIDE/L.SIDE 0.812.4/2.4 0.63/0.9611.00 0.8 /NIC/N/C .• tx x Ae U I L D WITH • • MAXIMUM LOT COVERAGE MAIN BUILDING 20%(2595) 11.1%(1439) NIC ,r 5t'�`"° ERM r / ' ROOF• • - ip MAXIMUM LOT COVERAGE DECK 3.5/0 0/o NIC CNTRL#563413679 0 0 •• SBL 135.43-1-37 � • ` • EXISTING x sg� FM 7248 PART OF "� MAXIMUM LOT COVERAGE ACCESSORY BUILDING 4.5% 0.6% N/C • ION MAXIMUM IMPERVIOUS LOT COVERAGE 4774 2894.5 3231.5 '`',,y ► • .&�!• 4 Zen bb DATE A _ r�,er DRAWING MAXIMUM IMPERVIOUS FRONT YARD 45%(1812 OF 4027) 15.5%(623 OF 4027) 18.4%(741 OF 4027) ,• �� r, *' p An NOTES: • gg �� ,► p N/F GHANEM .� > CNTRL#533303077 DETAIL FML7248 LOT;20 a IUD N INSPECT•R.V� • : ...�. E?` =. PART OF 15&16 yy • I A N ._„.... SCALE. 1" = 10'-0' L SCALE: 1" = 20'-0' . FOF :I.ARNING: General notes: THESE DOCUMENTS ARE 1. THIS PROJECT IS SHALL CONFORM TO THE INDIVIDUAL CLASSIFICATION OF WORK AS DEFINED 9.ALL STRUCTURAL STEEL SHALL BE NEW,CLEAN AND STRAIGHT AND SHALL CONFORM TO THE NOT VALID UNLESS SEALED IN THE 202o EXISTING BUILDING CODE OF NEW YORK STATE CHAPTER 6 IDENTIFIED BELOW. LATEST STRUCTURAL STEEL WORK SHALL COMPLY WITH S OR F CA OR ALL TS*ONS FOR THE DESIGN, FABRICATION AND CONSTRUCTION OF STRUCTURAL STEEL FOR BUILDING OF THE AMERICAN 1LI U "� >l;I AND SIGNED IN INK,NO ALL WORK SHALL ALSO CONFORM TO THE 2020 BUILDING CODE,RESIDENTIAL CODE. INSTITUTE OF STEEL CONSTRUCTION LATEST EDITION.PROVIDE STIFFENER ANGLES OR PLATES FIRE CODE,ENERGY CONSERVATION CONSTRUCTION CODE,MECHANICAL CODE, UNDER ALL POSTS,COLUMNS OR STRUTS THAT ARE CARR ED BY STEEL BEAMS AND IN THE I ) OR COPIES ARE SCANS,REPRODUCTIONS ILA r II FUEL GAS CODE,AND PROPERTY MAINTENANCE CODES OF NEW YORK STATE AS APPLICABLE. WEB OF BEAMS CANTILEVERED OVER COLUMNS OR BEAMS SUPPORTING HANGERS.UNLESS u OTHERWISE SHOWN OR SPECIFIED PROVIDE 6x8x Y BEARING ON CONCRETE MASONRY IF ANY. 2.CONTRACTOR SHALL PROTECT&BRACE ALL WORK FROM DAMAGE DURING CONSTRUCTION. ITT[1ILrL I 11` I AUTHORIZED BY WITHOUT 3.ALL WORK TO BE PLUMB&TRUE ALL PLUMBING WORK TO BE IN COMPLIANCE WITH NYS 10.HEADERS TO BE I3I 7 X 10"IN 2x6 WALLS OR 12)2'X 10'IN 2X4 WALLS UNLESS OTHERWISE NOTED Nd7I(.I-f iJi�J 1'III WRITTEN AUTHORIZATION PLUMBING CODE.ALL ELECTRICAL WORK TO BE IN COMPLIANCE WITH N.F.C..ALL HVAC 11.INSULATION IN FLOORS,WALLS AND CEILINGS TO BE A COMBINATION OF FIBERGLASS BAT, p�1(1 �LII Il 1 I-f 1 WORK TO BE IN COMPLIANCE WITH ASHRAE STANDARDS,LATEST EDITION.ALL CONTRACTORS AND CONTINUOUS RIGID,OR SPRAY FOAM OR CELULOUS INSULATION TYPES TO CONFORM TO _ OF JOHN G.SCARLATO JR., SUB-CONTRACTORS SHALL BE LICENSED AND INSURED.ALL PLUMBERS AND ELECTRICIANS ARE 11NG �I�I�I II • Irk ARCHITECT, RESP014SIBLE FOR ANY ADDITIONAL PERMITS,APPROVALS AND INSPECTIONS THEIR PARTICULAR �20 NYS ENERGY CONSERVATION CONSTRUCTION CODE CHAPTER 4. AF37 TRADE MAY REQUIRE WESTCHESTER COUNTY IS CLIMATE ZONE 4A. II I�ll III I 12.ALL FOOTINGS TO BE A MINIMUM OF 3'-6"BELOW GRADE,OR LOCAL FROST DEPTHAS SPECIF EDBY Il_11.1! FURTHERMORE; 4,LUMBER MATERIALS USED IN THE BUILDING SHALL BE GOOD,SOUND.DRY FREE FROM ROT. THE ARCHITECT.UNDERPIN WHEN NECESSARY. IT IS A VIOLATION OF NEW LARGE AND LOSE KNOTS,SHAKES AND OTHALL NEW LUMBER SHALLER IMPERFECTIONS WHEREBY THE STRENGTH MAY BE IMPAIRED.---..---...-- YORK STATE LAW FOR ANY CHAPTER 3.FASTENING HALL CONFORM TO 2020 NYSBC TABLE 2304.1CONFORM TO 2020 NEW 0.1 STATE BUILDING CODE 13.HOUSE TO CONFORM TO ANY LOCAL SUPPLEMENTAL CODE. --- PERSON,UNLESS ACTING ALL LUMBER SHALL CONFORM TO THE REQU REMENTS OF THE AMERICAN WOOD CO NCILS 14.PROVIDE BLOCKING AS REQUIRED TO BEARING POSTS ONTO GIRDER OR BEAM CONDITIONS NATIONAL DESIGN SPECIFICATIONS FOR BENDING STRESS AND DEFLECTION.AND 2020 NYSBC 23D6. AND VERIFY ALL BEARING TO FOOTING. UNDER THE DIRECTION OF All WORKMANSHIP INCLUDING BLOCKING,MILLING,BRIDGING,ECT.SHALL CONFORM TO THE 2020 NYSBC AND OR 2020 NYSRBC.PROVIDE LEDGER.BLOCKING.NAILERS AND ROUGH FRAMING 15,TO THE BEST OF MY KNOWLEDGE.BELIEF AND PROFESSIONAL JUDGEMENT THESE PLANS AND A LICENSED ARCHITECT,TO HARDWARE AS REQUIRED.ALL BEAMS,JOISTS AND RAFTERS TO BE SET WITH NATURAL CROWN UP, SPECIFICATIONS ARE IN COMPLIANCE WITH 2O20 N.Y.S.ENERGY CONSERVATION CONSTRUCTION CODE PROVIDE DOUBLE RAFTERS AND HEADERS AROUND ALL ROOF SKYLIGHTS UNLESS OTHERWISE NOTED. - ALTER IN ANY WAY THESE ALL LUMBER SHALL BEAR VISIBLE GRADE STAMP.ALL STRUCTURAL LUMBER INCLUDING BUT NOT )6.ALL DECK RAILS AND STAIR HANDRAILS SHALL CONFORM TO THE 2020 N.Y.S.BUILDING CODE LIMITED_ - SEALED AND SIGNED MA UFFAOCITURE SISPEC FIC TI^S OR ONS AELLL HANDLING SHALL AND BINSTALLATION PROCEDURES STALLED PER IS ANDMUST BE SECTIONS 1014 HANDRAILS AND 1014 GUARDS. - DOCUMENTS WITHOUT THE NOT SUPPLIED A BY O GET WET AT ANY TIME.SHALL BE FOLLOWED.TJI JOISTS AND LVL BEAMS SHALL 17.ALL IR00 IN 0MP FRAMING N SYSTEMS TT H SHALL 0 N Y SE BUILDING ED WITH HIGH WIND CONNECTORS IHURRICANE EXPRESS AND 5.WITH USE OF ANY TRUSS TYPE,PRE-ENG NEERED OR T MBER CONSTRUCTION A SIGN WILL BE 18.ALL POSTS TO FOUNDATION FOR THE PURPOSE OF SUPPORTING THE ROOF OR OTHER STRUCTURAL CONDITIONED PERMISSION PLACED AT OR ADJACENT TO THE ELECTRIC METER WTtH SPECIFICATIONS PROVIDED BY THE ELEMENTS SHALL BLOCKING AS SPECIFIED BY THE ARCHITECT OR A NOMINAL DIMENSION OF 4X4 ARCHITECT. FROM STRUCTURAL ELEMENT TO BE SUPPORTED CONTINUOUSLY TO A SOLID MASONRY OF THE ARCHITECT. FOUNDATION THAT EXTENDS BELOW REQUIRED FROST DEPTH AND RESTS ON A FOOTING OF 6.ALL CONCRETE WORK,DETAILS AND CONSTRUCT ON MET ODS SHALL BE IN ACCORDANCE TYPICAL CONSTRUCT WITH THE PROVISIONS OF ACI 318 AND ACI 332 OR PCA 100.AND THE 2020 NEW YORK 57ATE RESIDENTIAL CODE CHAPTER 8.ALL CONCRETE SHAL BE TYPE-1,3000 PSI COMPRESSIVE 19.ALL SIMPSON STRON TIE R' N RE E PE AN AND SECURELY TIED IN PLACE SO AS TO PREVENT DISPLACEMENT DURING CONCRETING. CAPACITIES.SUBSTITU F• IF N L t AB IN STRENGTH AT 28 DAYS.REINFORC NG BARS TO CONFORM TO 2020 NYS BUILDING SPECIFIED BY THE AIR +R; DEN WIT RI NG EPL T CODE SECTION 1905 MODIFICAT ONS TO AC 318. PART WITH THE ESIG PR REINFORCING SHALL BE ACCURATELY INSTALLED TO REQUIRED ELEVATION 7.CONTRACTORS TO VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK. ANY DISCREPANCIES ARE TO BE REPORTED TO ARCHITECT.ALL WRITTEN DIMENS ONS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER ANY SCALED DIMENSIONS. 8.ALL FOOTINGS SHALL BEAR ON UNDISTURBED VIRGIN SOIL HAVING A MINIMUM SAFE BEARING OCT 2024 CAPACITY OF 2 TONS PER SQ.FT.BRACE RETAINING WALLS OR FOUNDATION WALLS AS REQUIRED.BACKFILL WITH APPROVED MATERIAL.BACKFILLING UNDER SLABS AROUND PIERS AND ON EACH SIDE OF FOUNDATION WALLS SHALL BE DONE IN LAYERS NOT TO EXCEED 10 INCHES.COMPACTION SHALL BE 95%OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT.EXCAVATION MUST BE FREE OF WATER WHILE FOUNDATION WORK IS IN PROGRESS. TRUCKS,BULLDOZERS OR OTHER HEAVY EQUIPMENT SHALL BE OPERATED WITH CAUTION AND IN SUCH A MANNER AS TO CAUSE IJO DAMAGE TO FOUNDATION SYSTEMS. VILLAGE OF RYE Z RO O�,( �T` EN CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FOR _ chi ec ra ''-°d•f-w Boar• rir .na INEs N 9/50/24 155Ui;n FOP PPICING AND PER(& TACKS x 107 03 Ip •- �-_ )POSED K M3.72 p0 '0 r, .E)IN N/F NARDI o Q u,�e x 10a4o CNTRL#422030418 t0o�" r SEIL 135.35-1-48 1 FM 7248 PART OF x M-1.02 LOTS 13&14 ���� c �\ Q" =102.07 10''APLE rFORMS, ��P =lol 74 0 a UIRED, rvrV w Ln 1 K K 100.60 R TY ;ram /�/ I x;o i �0106 100.7t ING x 1 �� Cu' / x 104•90 1 ®10_INDEtJ AU D \p / a x �. ( John G. J IS , �D/� �? / `� 'O.r. ri vi � is m % x 105.55 I `;0 \i .,ATE// 0 xiC�l.fi7. 1 xr0 1 -� l I ?� = Scarlato Jr . a / x�o, �� o° ® E r,OD.6a \ 10-1,1A^E I+' o A� N/F FEDERICI �/x r �i ��/�' ® �5 CNTRL 430080978 - °°,a / �axl���� \j x`°� / x K , SBL 135.35-1-56 sRw y0 rn� / x 101.16 Architect FM 7248 LOT 3 7 // 0 Q i 585 Oe- �AREA-IT978169SiSOX "/��A7NCIRES-0.2979t / rQ j JS, i Oe1PQ�t12.It; InRDO �Oqs /SBlR 5.35A83�79 , e 30'f� `Em ,� x I .�� 33 Byram Hill Road �, Z fLl 7248 PART OF / 12'RCP 0 6�p x 't, x}OTS 14�1s m 1 x 10,33 n �' Armonk,NY 10504 t1�y / FFE-110.31/ i C.. d / /, ry;- _ 01.4 K 101.23 Phone:(914)273-7350 I�►`�S x 11��12 8 �ON� � _/ 1 STORY �, '�; / '® o JGSCARLATO GMAIL.COM N I %OWEWNG VEREP. 1. 1 t0.05 / PORCH / ^0'.OJ c Bpi L=10.00 m x I�)4.57 �I091 // DRAIN�/1"'oz.00 '� m J R-40.00 r_ , E /r FFE�101.86/QI, "0, �?y,.�yx .: 01.53 x 10I.G7 RESIDENCE.MILLER ,n 30' 4 ROCK RIDGE DRIVE U-+ ` x � lU1.bt x 101.02 BROOK, • ' ON, x K 11083 �`y o• N� �:"� x4 x 1017RYE o O 1 S .'7e+ � s fib N/F KAJDI L12140 P39 SBL 135.43-1-19 FRONT ADDITION AND FM 7248 LOT 2 / ��\ `' p041 PORCH GABLE 1C�7 1 K /{ ,N POPLM lOD�. �ti�'� ALTERATIONSINTERIOR x I I(In. v / x ''� I PROPOSED AND RENOVATIONS ' �1e..T�x N110.117� !� h2e 9 ;4' ADDITION AND FRONT L:�' ' PORCH REBUILD WITH EXTERIOR ELEVATIONS N/F VO>;;-sY NEW GABLE ROOF PLOT PLAN CNTSSL 13 56 79 OVER EXISTING X SBL 248 PART FM tNq�! ZONING CHART LOTS 2145&A 6 OF S` GENERAL NOTES J AN 1 lt% DRAWING NO h� N/F GHANEM CNTRL#533303077 SBL 135.43-1-20 FM 7248 LOT 1 VVVV+ 'S `<_;.•'�'� PART OF 15&16 PLOT PLAN SCALE: 1" = 20'-0' A'C}E1T:CAVA a POOP 5141GLE5 NEWCOMpo51iE 5afif [WICK _111 i,-.-_L NEW FPJ Y.N2 aA%E ANV PA50A CHMY i r 1 I -1 11 • tl L 1. 1 �� L- POOP WER ExISnNa _ , "'Il L a !�1 1 J li i 1 !!IJ t J 11'LY l'lf l J 1 New FRArAEa 6A4LELLll_U�1 l`Ll T-i�I f_'1 R00r OVER EXI5flW srRIP AND -SwNaE II. !lt_ !U.11 J i 1. ..�I [l.�I .0 t _ i[l!I J I i 1 L I:L E)Mbs �. �r r-I ;i IJ t I .1. . LL I_ I _I I!lJ l t4'L I L1! L t 1 J 1!! I I� LJ ro PEMnaJ I J I I ExlsnNa rvJD NEW J_ uu_.0 tI_I I ! _ I>'...l.17. [7�>?r 7.t. ._ >'_. I.�" it l�_ !!l!.]`I 11 !I tl.l I -J. I ail >'_ w i `il J 1 U t_ If I1 .11� 1 � � 1 I I I - u� � � �j � +'j�II r �I vm11 nM�ERI.INE 40 1 1 J_ U. !I 1.r.J I.J II!.].i I.L l 1.L I I.J 7�1.Z 1 �I,l�I�. II.4 1i_I"I IC L 1�1!.. II.1 iLt'J :!C:fL�L YEAR A7Cwn:CfWA 14:1 I 11 !1 i r�1_.7 J 17 L J�'J. . 5n3P AND Re_%NaE E011NG 1449 I I (}]�It..1�1!I T U L 17i. .T l�i!5mp Pw 8:�a E ExlsnwG nr�....,L f lilt I f� _.l. �1. J.1 �1. I. I 1 i I LT - t�1 11!�� ICE Ln FROM EArres _!r L . - �(�1� _ .�TTT..L I.� �!1 -11.! .J IJ t t l_ t1! I.11 _!.t�L. .TLT! � �L�_ •U JJ J 1 r l. .LI. I ROOF 5f kaE5 J�TJ L r] I 1 J [=1 Tr 1�I. l NEWVMVIAfiEI M 40YEAP, TLJ {������ It �� r NEWwMnMr MIM 40YEAR �! 1� I l 1 J. 241,oEYow NTE13OR ICE 5l4ELD FROM EAVES ll„. I.! .I! �7 �.. 1 f.I 1. f1]...!�f1fL.T T 1 ><].J I i 71�..�I .f f J.l... ARCHIECOJIL R+o�oP sr'aE5 I.I a 7L Apoc�W Es I I. 1. I.tJ. !1. ..- I. _ ,1_ u t, ! I f.l. ��' wAu DELax 11 ' J_I I 11 1 f f 1 1.1 I I III!f I I If 1 1 I 1 11,1111!i I I 1 fl 1 nMaERL�4o Y>;Ae , ; r I p ; [ 1 ll 24 GEYONVINtI;PJOR � - _ ICE5•aELnFRorAEAVEs ll. ILIIIIUII I.! _!.l LI ii!. .Lltat 1!I_.tl.I I.0! .-tL I �.It Lllt ! l.11 I.. I I l_I I J� l� I !� I I l 1 L >l1+it r�EwALu1�drJUMGur"ER APCHIE UAr,Roof fflkae5 IJ.II_ L l[� 1 I_ �l U I I 1 U J� �' 1�4G- 1 It _ _. l L T ,1 wALL i ELOW 1 fillI - ---------- ------------_- -- X 24 oEYCRJn NiERICT 11 IL i 1L1 f tJ " 'W . r � 1 � 1 J Aw LEAVER PFE5 I.v�tArun+INUMGurrER l — - --_—_ --- ICE%MLVFROMEAVG524 I�I1 1.1.1E_IIJ_j_ I.-��i 1 t I- :.l.Jl wcoMPosIrESOPPIr ! U- p-j1.� J1!--- - - U �(.'l). t_I,L 1... wwLDELOvr OEYaWNiEOPWAL6ELOw I [?.p..ILII l.t! I.11� ll.!J 1 _1 _l. I1..1._. i.Lll 1. - l,I U- I ! LJ rlr�ll� NEwcoMroSlrE iWDLEAVERPIPES tU J�! _ ,U —.__________.___.—___.__________._._.____._—.__..___..._—__.___----_-.----------... Jl!,i._�lJ lt_p.tt-1���i1_ I_t11 tut!JI IL ll..1L 111 tll. L.JI_:I,ll_IL!.U_ I �,roP�c� !: L. IL._t�l_-- -.! III. .I.. �l lL t1 I_I 1_tl_ ll_ ��J�_ll, 59FIf&VFA5C1A WWCOIYF059501'FIf --- �� NEWPUW11•UMauf1ER _._---- ---.----___-••- New AI L!MINUM a11fn R r ANroFASCIA rF=______�-_-_-----.-_-.-•-•- - - - rJrWALur'NNuuGUfTER -----.-.-_.---------------•----- -` _ NJt7LEPikRP�ES ' W-W KAWe 00AIV ANV r_�.�=.r-� __.._ NV LEADER PEES -------------- -_ •,-, n--•-_------.-. .... - AV7LEADERPIPES r t-t�_ ' 't-t--_--. --- ----._-.-•--_--. _..._...____-- KEW CONP0519 50'Flf _-- _ 6At1EN SR7(NG r,t�_=a - - �- NeWCOMP05iiE 5oFHf _.._.-----_...-----__----- NEW coAfPoslrE v APPEV P.T. r1�-r_-�_�r.,—__------.___.------__ ....__._._..._.._.----- __..__....._. ANP PA5CA J ���- �ii srouJG 5°v1�nr1P ----------- ----__—-- 1 , 9L4 POSf ON SINPSON Af31J44 ut- _i_, - PLC - NAPDie PLANK CLAVOAnV ANCNOPED RJfO CONCPETE ��-F-t� - SIDING 5"VotAi E reW Kwl EPLRvK NEWKg971E PLANK NEW AL0NUM ----- ---- --- --- CA3JrR DOA3� ---- --------- P05f5,QAT5 _ _ L------ ] ----_ - COW0511E TRIM C01,MP051fE TRIM ------ - - FLAaSfoNE - -- -__-. -- -- ----. NEW MOOR 51=1 FN511 I 1 I O LIE%m Ti E/V5 I I 1 I 1 F FL i i I I I I i RIGHT SIDE ELEVATION REAR ELEVATION SCALE: 1/4" = 1'-0' SCALE: 1/4)1 = 1'-09 9/30/24 155919 FOP,PMCNC4 AN0 FeFMlf k15-jv 6 e.,i �,a:�ry�Ikl G c7C�vim;--.�,�c� •—��-- .� ��-, --•- -} John G. ; :�r :t :} ✓ - Scarlato Jr. C191V1' f 1 r • ^,,,.r-"���r Ir i()r-�(ti Prw , �J �55 L I f I Ia l�JJ !�1 NEW � = `I N.L.ROOF Architect �1 - _ iEWFRAW0Ofi.E , . ✓ I'=� :_� r�166>Tv_A L�i ROOF o►rREw5111\VA - _ - 33 Byram Hill Road KA'D�PEPFECnoN 1�I.]I. I'ILL !!qjl ff AND RE_%Me � �p SwrJaES�tNrG !.I 1 U 7 rr�l f j! �1L L�Y.L�1 1L� I IWANVNEWYAM g� �,��.�,� Armonk,NY 10504 CoMPoslfE feezE DOA 7 �,i l��I.1_I...J-1 ..0.I�C7 I:ITLL� J_ _ll.I�I. nr Ae A�e7 FLA�rJa III I L L 1.J7.7 7] + !l,I ! I t II f 4o YE nM�E�u»4oYEAp L' Ti. I 74 rl �� ,.J'r 1J .r r_ J. ' L I .1.�!I_�I.fi .I rli..l �fEC d� _. Phone:(914)273-7350 . •r1,�� � J.�,�r,�,''�-�-rJ� �� -�,.J Jr?7.�.,a.,1� � �f .t t>�,I7Ir�-r� � I-U•-� SKNaES +r � JGSCARLA O G I L A000ECTI>nRA POOP 511INa^5 I T! " T @ MA .COM ICE 9iEw M OM EAVE5 24" — -— -- — IJ.1J►i_ L N50 rr��FASCIA '� e,,- f�}��K 2 t 114 OfYOW 041ERiOP WALL VELOiN _—_---______—_-_-- ---_—--- 1 (�idy� _ L��, NEW ALuuarJUM a fee p�r+r plr�f�Tla{ NEw ALuh1INJM GJftER --_-.-.-_.__._.__---___-- _----_-----_-.-- --__-_..--- - � _--- A►a7 LEAVER PIPES - : ::,. �" MILLER RESIDENCE AND LEAVER PiPES - r- -- - -- r- --r--i -_ --.���_'__r .--- . 371E PLAfwK CI_A"DOA97 9 s . NSW CONpO511E SorFri - -�--- r r __:'------- r I r 'r r-^� -----^- - 5rbING 5"MAHE rip £r , 1�' � ,r_ ,__,� 4, �`; �.�, ,�s.KM 4 ROCK RIDGE DRIVE '- �-- ,- NEWW�RJI PLA'JK CC. ^.., f ANVFASCIA ----- -------- r _ _,-_�= ,_—._____._.__._ ,. RYE BROOK N.Y. 10573 r r r r _._-_--iJt--r--r---r�r---------_- CORNER 00A117. •5f01Jv- r-i- _ PbW'd41111 P05f5, �/ ;r ^(I r., � s•�"' I-"' E�1 I'�' � NEW FYWF PLANK i r r050r0JAM5 AV �.•...,` r r _..-------- r -----�t-- --1 ml IA COPN'ERDOAk17 __ -_ -- --------__ --�- ���_J__L_a;i- CONP051lE iRiM FRONT ADDITION AND 0NR�`1I� }�' 1L. PORCH WITH GABLE INTERIOR ALTERATIONS .. — -- ----- — .----•--------. -------. -- - Tk�ADS � ��.. S�� I"�!Loll - AND RENOVATIONS EXiSMG 511rC0 FINISH "•tT.'',�E%151NG 5fciiI.. ,.`..:'RErANNaWALL EXTERIOR ELEVATIONS n�W`�c'�Ensro� rn� �v�,nL .-�:, ; � WARNING: SECTIONS NrwPalowEwsnruG ro THESE DOCUMENTS ARE NOT VALID UNLESS SfPJPS 1���� � I pq4� FEIC31f Af SAP � SEALED AND SIGNED IN INK,NO SCANS, RErar�iJawAu — _ — — — SlpirD3vE5LOPE roFRONrOFGAPrExlSnrJGDRNEwnY �� REPRODUCTIONS OR COPIES ARE AUTHORIZED lol BY WITHOUT WRITTEN AUTHORIZATION OF JOHN — G.SCARLATO •'ARCHITECT. �ARo DRAWING NO. FURTHERMORE; c�� � — IT IS A VIOLATION OF NEW YORK STATE LAW FOR tAc ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO LEFT SIDE ELEVATION ALTER IN ANY WAY THESE SEALED AND SIGNED - " J „ — ,— , DOCUMENTS WITHOUT THE EXPRESS AND SCALE. 1/4 — 1 0 CONDITIONED PERMISSION OF THE ARCHITECT. OFN one&Two Family Dwellings' INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT (3)The sign or symbol shall contain a alphabetic constivcUon type designation to Indicat the LEGEND 1>: , construction type of the residential structure,as follows; MA"f SH�GLES ON 15►FELL t0 (a)When truss type construction,pre-engineered wood construction,and/or timber construction Is 2020 W5 ECCC--NY fVLE R-402.1.2 12 vu�tCH EXISTING utillzed In the construction of a new residential structure on in an addition to or rehabilitation of an fE1Jr5 now %%tar U.l�D b CE 11JG 4YU h e N 1%"WPo.L DASt MENf WA.L 5L/O e-VA.LE CP.Aw SPACE Ant. vPeIES (i)if the residential structure Is subject to the provisions of the RCNYS,the construction type CLIbVATE ZONE , , , existing structure,such residential structure shall be Identified by a sign or symbol In accordance with U-F..k f0R b U-FACta b FEW5Te/1ri0N 51ix e-VIL Ec R-IAAE a-VA 1.9 I e-VA.LE R-VALLE c R DEPTH d P-VN-IE AEW CON5Teu-f10`l designation shall be"Wand R-�a EXTERIOR WIX 07A Fi.YViOOP the provision of this Part. 4a(mats) 0.32 0.55 0.40 P-49 h 8/13 P-19 10/15 10,2 Ff. 10/13 .., 51 rrnil•OIJG Gf.'ZIP 0GA�17 P.-13+R5 t•..•.•a;•,..;r {� (b)The sign or symbol required by this Part shall be affixed to the electric box attached to the NEW FOU�VAtIOv (ii)if the residential structure Is subject to the provisions of the RCNYS,the construction �LEVAN'f f,!otES PEe 2010 ECCL tJYS[rJY)fADLE 402J.2 exterior of the residential structure;provided,however,that: n tt" "III", 0 EX15fIK16 CONSTP.UCfIO,V fO 5TAY 242 ROGr RAf1ER5 01611 O.C.Orr:&Y classification type designation shall be I, I(, III, IV',or V'to Indicate the construction classification a R vafi,es a c rcaran�,s.U fzrt«s ire ma�un,�,s.VJra,: a,s wta�d n a w�ty wtrd+r,Icx tJw,tlx label a dcsq,tH kncss of U+e r on, NAM ROOF FLAJ) (1)If affixing the signor symbol to the electric box would obscure any meter on the electric box, of the structure under section 602 of the RCNYS. the uestaG:d a-vaN:e d the urwlo'.rm sh�1 rot,be I_-ss Utiv:Ur a-va'ye spscdicd m Ue table. __ or if the utility providing electric service to the residential structure does not allow the sign or symbol to INXL/1tI0N VENT DAPPLES b.the foestraUm U-Fa t r d"i c0icIcs stc4W*s.Oe 51GC co6rn apples to sl of mcd("straum.Etceptam 5.44V may be eubdsd from EX15M'G f0 DE�MOV1 t7 be affixed to the electric box,the sign or symbol shall be affixed to the exterior of the the residential 4 The sign or symbol shall contain an alphabetic location designation to Indicate the locations dazed few-Aratam _ () 9 Y g () 51iiC«grireRrnts m d:rnZte:azs 1 tJra 3 wlxre the SNGC ra such skyaads dr_s roL exceed o.30. INSULATION AND 5W.'SOIJ Ii5 NJEt?IC/4Vr fE5 structure at a point immediately adjacent to the electric box,and 2 if no electric box is attached to the exterior of the residential structure or if,in the opinion of containing truss type construction,pre-engineered wood construction and/or timber construction c."10/13"rrca,s R-10 catirmw irisulatwn m U,c inkrim or aleriar or the/lane cr P-15 c mUt inshwn at the►-error d tie bwem r!wA. FENESTRATION — 51i!ELD () p structural components,as follows: A P-5 stall be anted to the recPrced 06 edge R-vdws ra-hected stabs. O POOR NUMM the authority having jurisdiction,the electric box attached to the building Is not in a location likely to be ENERGY CODE EDGE seen by firefighters or other first responders responding to a fire or other emergency at the residential b.The fnst,o�e K wv ty uradatta�the secad va'ue is cava :rrulattm,so"15+5"rrca+zs R-15 caaW tnnJaUm plrs e 5 conbnra,s trrr,�aUm _ ;p,To,p� structure,the sign or symbol required by this Part shall be affixed to the exterior of the residential (i)"F"shall mean floor framing,including girders ans beams: 1.the secord R-v apoicswirn tra-e Uanhalf U,c tn9J&m is w Ue etencr d U,e mass.wal. COMPLIANCE ; II"R"shall mean roof framing:and STATEMENT O Y/NDOVlLEtTEe ' �= structure in a location approved by the authority having jurisdiction as a location likely to be seen by () WY CM15EWM ION C•OV5111rfM CODE SECTION P-402.2.2 Calms wlthar,attic spaces. 2dOCLNG.JOISTS � � (iii)"FIR"shall mean floor framing and roof framing. 2020N.Y.5.Et.F � e I6"O.C. firefighters or other first responders to a fire or other emergency at the residential structure. To THE BEST OF MY ELEVAnON LOCATION I t ALU,"lN M.G`Jft-se5 AND VAME5 YIM1�EeE SECTION e402J.2�OUf.E51N5Il.AnON(.ZATEe iNAtJ R-30 ltJ P•VA-lE5 ii�CELQJG M6�ilk CJESIGN OF il•E KNOWLEDGE,BELIEF AND x P-49 Gaff.INSlLAf10iJ (5)The construction type designation shall be placed at the 12 o'clock position of the sign or ROOF/CEI!wG A55Etvl9LY DOES NOf ALLOW 5lfrfIUEIJf SPACE F02 il•E It1;AlRED IN91Mt1ptJ,THE MwUdllVi ffGLD?ED PROFESSIONAL JUDGEMENT, x (c)The sign or symbol required by this Part shall be affixed prior to the issuance of a certificate of THESE PLANSD AND f - occupancy or a certificate of compliance.The authority having jurisdiction shall not issue a certificate of symbol,over the location designation,which shall be placed at the six o'clock position of the sign or INSLnnON FOR SUCH e0G'r/P-VALID LEI!ItJG n55ENDLIES 9iN L DE a-50.w5u nnON SirJ L EXTEtJD OVre ni TOP Of SPECIFICATIONS COMPLY OR /2 aP%fA 60AT p y p y g I symbol. at WALL FLNE f0 im OJIEe EDGE OF 5UCH PLATI'Aw 51+V.1.Nor n COMPM55ED.M5 EEWCfiON OF INRLAWN FWM EXCEED 2020 NEW YORK STATE occupancy or a certificate of compliance until the sign or symbol required by this Part shall have been (2>Z:b 1OP Pl,nil: - i'"0" I�Few�M� affixed. iFC''e I F,�NfS��CtION R402,1.2 5WV-l.DE UMItEt7 t0 500 5011M%FEET(46 Ah2)OR 20 PERCEtJf OF iFE fOfA. �pU REMENTS�VATION CODE r/�/ARN I NG: PeOVIOE VEW5 W/0\6Cf 5CMENS IN5LAIED CELN6 AMA.%Vrf0fVEe 15 LE55.M5 P VX11ON 5Hw.L NOf APPLY f01K U-FACfOP A.TI:R.ATKC A°PEOADi IN \ ON FA5CtA (d)The property owner shall be responsible for maintaining the sign or symbol by this Part and 5ECTION P4021.4 1FE fora-UA ALTERNATIVE IN SECTION e402.15. THESE DOCUMENTS ARE NOT NJD pLOCK1;IG shall promptly replace any such sign or symbol that is affixed to an electric box when any change or SEAL: VALID UNLESS SEALED AND FOYER modification is made to such electric box.The property owner shall promptly replace the sign or symbol SIGNED IN INK,NO SCANS, by this Part if such sign or symbol is removed or becomes damaged,faded,worn or otherwise less REPRODUCTIONS OR COPIES ARE -- conspicuous to firefighters or other first responders to a fire or other emergency at the residential AUTHORIZED BY WITHOUT t structure.The property,. 2X6 HOOD 51UD5�16'O.C.WITH P,-20 p peaty owner shall keep the area in the vicinity of the the sign or symbol required by D ARC yz'GYPSUM OOAW @ PAff OP 5FP.AY FOAM IN191ATION MIN.OR this Part clear of all plants,vegetation,and any other obstructions that may hide or obscure such sign or WRITTEN AUTHORIZATION OF 1 R-15 DAff.PLUS a-5 WV N,%LATION symbol or otherwise cause such a sign or symbol to be less conspicuous to firefighters or other first t�,� O,` JOHN G.SCARLATO JR., responders responding to a fire or other emergency at the residential structure. �` ARCHITECT. FUJISi FLOOD p g g Ve'EX1ERM6 MZ COX fir t':� FURTHERMORE; ^„FtYWOOD -ILOOP (e)The sign or symbol indicating the utilization of truss type construction,pre-engineered wood ,.: ;, X FD WO P ED f0 JOIST W/m`EK HOU`L MV OP Zip°OOAW construction,and/or timber construction shall comply with the requirements of this subdivision. "``�`" IT IS A VIOLATION OF NEW YORK s 26 P.f.SLL PLATE (1)The sign or symbol shall consist of a circle six inches(152.4 mm)in diameter,with a stoke of STATE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE 1/2 inch(12.7 mm).The background of the sign or symbol shall be reflective white in color.The circle OF N . rrt,.istFi. — and contents shall be reflective red in color,conforming to Pantone matching system(PMS)#187. DIRECTION OF A LICENSED ARCHITECT,TO ALTER IN ANY (2)The sign or symbol shall be of sturdy,non-fading,weather resistant material,provided, JOHN G. SCARLATO JR. WAY THESE SEALED AND SIGNED i 2dO FX5 @ 16"O.C. however,that a sign or symbol applied directly to a door or sidelight may be a perminent non-fading RtMt:OA� sticker or decal. ARCHITECT DOCUMENTS WITHOUT THE '_ 1♦�• _ �v ,/`�hl — --�` %L SEAL EXPRESS AND CONDITIONED (2)2,6 F.f.5U PLATE 6"DIAMETER EX15iP.�G PERMISSION OF THE ARCHITECT. �♦♦ P,-19 DAff IN5U-AWN YK - - 1ERMIIE 5MI.0 .�♦�,� 4 5P=FN15H A3Wr Ld.'A7E :�' :•',••.._-:�:<;. EXISTING YdA.K Y2'c 18"A'JCH0R5 @ 4'-0"O.C. -�ev� AyPPDX • NV MAX 1'-0"FROM COUR5771 ._. +r�- REFLECTIVE ���♦ =I = ='L_III-1Tr IT�I :•: WHITE 1=111=111=111=110I f=1111=III: NEW CRAWL SPACE 1=1 I I-1 I I-1 11TI I 1=1 I El" " ' �y: c'r'.1:: � 1 UN ♦♦ -I I l�l I I-'' —"—" REFLECTIVE RED `'::!`: I . _ 11= PANTONE#187 ' W!U"r.�'ROOFING htW'PAI a OR 10"COKIiE M ;CA5ONNkVY N1f(c f =I _I--" i I -- I 1 Im-I LI I I I I 1 I rl.I COnnn'G '� I xpAJStOv JOiNt idsw=1 ??I I I=1 I I—III—I!—11 I-1 r'A5iW f I!=1 I 1 ♦�♦ _it—III�I I=II'—I_IL I `I '. ' '• _ �`' -'� i1=111=111-III-III=III-1il-1F rwo-v0 a 055orLAXEPf11'E _ +��1` ♦i♦♦ _111=11►E1 I GIEl I FIII-1I1=1 HopizavrA owf law=0°. A0,If •;``, t'.f g �!A�/ � ''f a''�!"��!ii ,•,. ;:; r �F V11 i1.i8 09i►.-, 5/�/24 1551919 POP PRICINCA AM?PERMlt Evu 1=1 I I—I I I—II t?1 Ott Ee care , T'PAf SLAB =1 I B I El I El I I_1�1 I I_I 11=1 :"' ' ' ►" ' I :;, �1=111-11I�11f�lll—n1=11�iIr: _ a....,,.:,.��,. ..;..:,� 1/2" -III=11 J I I-1J I-1I�I I I—III—I The constructton type S RO E ' I i--E I I—I I I-1 I—I 11-1 I I=1_I FI_I I =III—I 11-1 I FI I I=1 I L=III=1 I I designation shall be "IV",or"V" DESIGNATION FOR STRUCTURAL �"t1UW1 FOOTING DRAIN MAM 12" to indicate the construction COMPONENTS THAT ARE OF y�° "ao_V-4 classification of the ?;���,� 5/ GpnVcl COVED WVER 9Lf 5aT_rN structure under TRUSS TYPE CONSTRUCTION Gym`1P PIfChCI?f0 Det'Vv'EUr section 602 of the BCNYS. -i 9 FLOOR FRAMING,INCLUDING , GIRDERS AND BEAMS t ROOF FRAMING ► _■ FLOOR AND ROOF FRAMING +,t 2'0 ' John G TYPICAL WALL DETAIL Scarlato Jr. Architect " = 1'-0' SCALE: 3/4 ' E45M46 ---.- E)(15TIWA _ 33 Byram Hill Road Armonk,NY 10504 Phone:(914)273-7350 ' 8 POKED CaVccr f0FP 14fO SAP A�►� _FaMPAIUMWUVA1Hu4 JGSCARLATO@GMAIL,COM f0 FP,OtJf OF GA'�el�, PL i YYOOV EXISN.'G D WAY���.�, I DOMVEPf1CALLYAJD li7aZONKLY �— e�P�11�ezl;e✓ �!� I MILLER RESIDENCE 5UI3-�1.00p FOOD J015T5 I __..._ ,: 4"ROM OUr9M 0r PON t/;.-� (��«� i t r -r �'�: z< ExtEND EXISTING 4 ROCK RIDGE DRIVE CUf CLACK @ ,\�, � r.�h l w� I-I 61 G c ��, �, J 24�IT CONriTJ1J0U5 A J `oN TEFGG,POM vM`3' RYE BROOK N Y. 10573 n �� `- l� .; �I111 �(-►y.;l'1���1'I•�:;+q �,.1 � tOA.IGNIMMEDGEOF tt , aV M VYING �/,> , ,, 4 4kEDAP53'FROMEDGrS , �:1 • bovD LILT:Of Ow e)05114G 5f00? � Mll7 DOtfONi MNIMUM 51101JE FTTAN]z Jkk ��r_r _ y.• ;�%. I � 1:� '' � 4Y/J.L AND EDGE � � ..,��.�� � '' �•�1'► ,► Dr'.IVEyrnY � FRONT ADDITION AND aryls I�r` Y''.:;.:<r`' N: NEW��H6 i�,-w �>~ � !�:, PORCH WITH GABLE �V-tail Pt19'a- II-I FB16 E+T eX15M.16�'JV�WAY INTERIOR ALTERATIONS AND RENOVATIONS ' t r� �rrol&K-p M,u,l•i 'fir 1 Mill l; 2 � BASEMENT/FOUNDATION NCw 5IMP50N GYF5UM A5 CALI LW Off ��11866 � !� CONSTRUCTION PLAN POMP p���(wrgr� :\ I `• . $tt 6Yr' rt. Ul�vraiZ I'rrl `i` �''i,►.. J0151' 0 C INI11�Op _ f :r�. �;. �•• HAN6�6 WITHOuf F1 ITCH) f r. , npH L461+1 ��11 '}�G I p'�`y{'�f'��a=�: C. rti�f /��--•�/ ,,!I' DRAWING NO. FW5H ��AM PULP OUf Nor fo 5CAI� r; - 4 _ BAS__f�`ENT,/FOUNDATION CONSTRUCTION PLAN- SCALE: •,> — _.... - - --------- --- ---- 1 4" = 1'—0' l : 1507.1.11 tWMAYVZNr. FIBERGLASS SHINGLES IlX,t.TrAI.POOP%WaC 5.M1\9PAWrtaPW.L P.0M1ArA.5LArc MID SLATE-ME RIDGE VENT ON IS#SLOG FELT 51VLE5.W""Ia E 5.Y.VX%AM5.Of T&PooF P/ML5 AW F1,1000Va t1t,%\a E5 51AL C0140PA,fo Of IM VA f%AWARO U51EO N IHS GMEP.tWEELAYMN17 IAA)EPK5 ROMP To COMYVAN ASM.0226.171910.P4869 AW 06M 5ftt W?A LAM DMA" 518*EXT.GRADE LE END, comJ'IJ a w9i ae 5r"m 0E51"fawv.IF tmaxe,re a/69FcAfow www o4 rAV 1907i.i(l).I.WMAYNINr 5Ku v: V SPACE FOR PLYWOOD SHEATHING APPLeD 14 KWWANCE Wfil rME 1901JJ(2)."EF&Ar.01',%U LIE WAO�EV 94 KWWAW w1al Me 190711( AIR FLOW OR ZIP BOARD Nrcw Awavm airrek,AND LMIZ (FOLLOW NEvi MANLIF. SPECSJ NEW FaWAVON of UMAMUMUCC Aff/0WWIIIC0M05V44295fA1If PA50ER5 011 AOW FAMM a ROOF RAFTERS NVfkVLAQit1VI!FLAYI0Ir SWU IT AfIVEOW.thtfoli OP"flC CWWL50FU?50RES WMAIVI&A CIPWMITROF MOM%PfAkl I WIN Iff D.C. 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RIDGE VEN T DETAIL 7- rcoultc; I ^ eteVMON LWPON 1 FOP Wa ILMr-FOP 2415 W111M F1 12 M5 H%WIrk(4:12)OP.MAIU. 0 NOT TO SCALE OmffClflPV 1M- A7 � 000F IN ItrAaAywwr%.0 F:Or wnvug wrH ot AI),iry OP a 9 tmat5 ro%&.FW tff5 FA7:FT I 7C Ici;cllb WARNING: 1507J2[a 09W.5. I THESE DOCUMENTS ARE NOT N MU6 MBE REM PA5 QW4 AWOEY CP U FOIN M. IW46 ft VALID UNLESS SEALED AND EAV�5 CNW A PKQP a VIAV.MI[a MMU SKIL De Wftr 90JI2E5,IV&WOF"42E5. SIGNED IN INK,NO SCANS, maz,5,nv y.vm 9va5.o t a otm�p wu co1wr REPRODUCTIONS OR COPIES ARE OF i,vrw55o+wAvowrd5 of vm maurapuiw EXiSTI AUTHORIZED BY WITHOUT W W.01?A$ELF-Mf"POLY1111?1AME17 DIUMN SKE r %U DE M W Wa Of NOMA V VULAW.1 N r AV f XI EN 0 FROM 5wr ANV RE-5iNae WRITTEN AUTHORIZATION OF at wA55r Eva5 cr/U Wa W105 TO A PaNr Nor Le%tgw U511z ROOF A5 JOHN G.SCARLATO JR., 24 0,00(6*WA)W)VE Pf EXIEFY)?V#U ME Or of 0trMa M.QE v ICE 99LO KP055 ftLEYLVIVEI? ARCHITECT. 11MOMM 40M 0 FURTHERMORE; Ca?MR OF/IUMINI.EM VKLEY 3e 1�1 2020 N.Y.S.B.C. UNDERLAYMENT AxHfECUA FU&MIA4 TO fAXe 1507.252 IT IS A VIOLATION OF NEW YORK V/UEY URN6 MAIM& STATE LAW FOR ANY PERSON, AND ICE SHIELD CODE R E F R E N C E S UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER IN ANY WAY 4L 2)L8 161,O.C. THESE SEALED AND SIGNED '01 PITCH 7 OW 12 4 %MMM 40M 10 54EL12 FROM EAVE524" DOCUMENTS WITHOUT THE /WifECRVA ROOF �OE 0)Ql ywMUMWALLOEww7,--,\ EXPRESS AND CONDITIONED (2) .'5EF VEML 11115 FAa) PERMISSION OF THE ARCHITECT. NEW&UMM4 0fl-cP ANO LEAVER -BEYo1v 90pal WALL BELOW2,6 c 1611 O.C. 2&6 a 1611 O.C. ICE 5C.�L17KOMEA%9524" WCH I ON 12 PITCH 7 ON 12 5fe ViEfAt M Fla) VeYONP INWOP%AIALL OMOW 3 FLAT DOOR TRIM (5EF MrAIL TH5 Ma) VERIFY WITH OWNER NEW NEW &UMINUM "Mum SCHLAGE a1ffei?tylv GUTTER n-v RESIDENTIAL SOLID CORE MASONITE LOCK SET I OR MDF FINISH AND STYLI: 2 PANEL DOORS BY OWNER PAINTED ROOF CONSTRUCTION PLAN- 5 1"FLAT 2 BASE SCALE: 1/4 -0)) 1 V7/24 155I)W FOP,MCIN(A ANP fffflf BOARD VERIFY WITH OWNER DOOR AND TRIM DETAIL- 00 REPLA'.E REPLACE NOT TO SCALE EmflNG I!XI5flK1rA t)(15M.6 E)05R�Z fW6510 flK26340 ,24xW REPLACE[700R DOOR SCHEDULE A1.10 VIMO EYj5flWA ffPkOOM#5 John G. LOCAFION We POOR S ca rl ato J r. II fo FROM wim x Knr Loa MAVERIAL TYPE MAfEft rUmlar6 24x6Q 0001? I MUD room GARAGE -1 It T-8 6'-6" LOCK&Oaf 51EEL 2 P/VEL Aeflt FRE PAIEP 5ELF CL05IN6 ezinz ey6flK1614 WN6 rMM arvaEXIW6 90200M#2 9 Architect. 2 FOYER rcr1n111O Y-O"x 6-8" LOCK 9 Oaf COMP051fe C&AFf51wN WOOD emwR GRATE Fewa roor LMI%16 ROOM i3A5EA0Nr 5f/qR5 FA55P,6E 5OL 117 Coe wwNIfE 2 F*U WOOD IRVA MPI.Ke VOOI? 33 Byram Hill Road 4 FOYER coAf ao5Ef T-O" 6-8" FA55ACr' 5a19 CO-T Mk5ONIT 2 P*111 W0WOOD O g @5 Armonk,NY 10504 Phone:(914)273-7350 5 IQLL QXH WILL T-0-116-6, LOCK 50,117COt MA50W 2 PMEL WOOD 6 OWROOM#2 KL T-6" 6-6' LOCK 5OL117 COM MA50"11c 2 PANEL WOOD EXI%1%FKL MakE V,OOP JGSCARLATO@GMAIL.COM I ffAWOMt2 CL05Ef T-O"x 6'-8" PA55A(Z 5OLIP COT W60"M 2 P/VM woo ffftPC 1:7001?Mn trim 8 VEPPOOM,=�p ftL 2'-6"x I= 50.1P COM MA50NIfft: 2 PANEL WOOP REPLACE POOP AND TRIM MILLER RESIDENCE FEFL/ce VOM 9 OWROOM 45 CLO5Ef T-C)"x 6-6" FA55Aa 50,-117 CORE M16ONIIIE 2 PIML woop *v IRM A1%V MM 4 ROCK RIDGE DRIVE 10 P91MM Ofwmm KL 2'-6"x 6-5" LOCK 501UP CORE MA5CIM 2 PANEL WOOD 'all I RYE BROOK, N.Y. 10573 11 FRImmy owwom vvx 2'-0"16'-8" PA5566e 5alp coil c 2 PnNa wow 40 P5, NINO I N5w W.I.C. P05f fo NEWOM rol. 2 p moll 4 12 FRIMW OATH PPIt#9Y OfOkOOM 2'-4" 6'-6" 5MCK 50LIP COIT WWNI(e 2 PANIEL Wffi.9 WOOD IfAVY VIjf Y PO(-tf f POOR AW TRACK TEFL Uf-te:14AP9, FLOOR 2440 1 P15ff - L wavw=N =w P05ffo 0_ FRONT ADDITION AND vw.rlmwt WIDE?fo FOLIMPAW,.116�mu 1 0FEW!IN OLD H Dbn%,WRLAT VAIH 9-ELF FOR NEW FMPI W111111111110 011=117=11111111 WN17OW OPENDeA PORCH WITH GABLE P-VW I)Aff IKIWWN f0/6fwcvcN New Ox FLOOR WTHP94EWSONAL X CAVITY We AND FA0 04 CAO1w MY 6 LUMBER fo h%fN INTERIOR ALTERATIONS Jft5 fO AqOi 00511W k\ E451W.t\15LLATE AND RENOVATIONS 0 WINDOW SCHEDULE lip 30"%0\�e WW WCHN kl:�:w eA'11196 MA O INIM MAX.R-V/CLE NOE A04 EOWt 1WOMr 0%Mflifm NEW 09 FLOORNEW OAK FLOOROfff IN%LAWN'FOR O W IF AT If "-4 wve CAVITY Ilia MV ypluxllmp M^IYACMR MXEL Rouai OR NNICA 4 0:0. u_fxfOR 94rz 149rE5 5fOVc':FAN/VENT rAfCH 1`11-1%t5 fO (D f W WXK EEMM5 IN EXCE55 Of ...... M0014 005M.45 FIRST FLOOR&ROOF 1 0.29 0.99 tEmpeep aA55 (2) 0411 A 0 (2)2dd A ANPER5EN 400 5EM5 C23 )0 CLVIIC FEET PER MINK Ww FGMH RE a Au5r INCLU A PAMPER COW059 OEM 60" C15� wwMOPENINO C155 Q (2)nV3046 CONSTRUCTION PLAN 0 AMR5EN 400 5ERIE5 TIM5046 f Y-2 B" 4'-8 78" 2 0-150 0.26 1ENFERE17aA55 swirowroucL6. 1Q1\w?f REP%AM vItfNqDN&TeNFEM2 (DEaess M\VOW5 1 0 OLL95TOit FgRINEMP YAM 61-A55 LUV.nP fO MATCH a_A55 c N\VI!k5EN 400%05 C09 Y-9 2 0.29 0.29 tunnvaA55 EXMIN64,1145LLAT I'L.M%Me FIELP FLOOR COMP0512 %Mfli MAX e-VALLIE 0 *!I2E95eN 400 5CM5 fwx)46 �,'-2 It'-6 2 050 0.26 vo 55 (2)2d 19W 2A e U511 O.c-. P05IF5. Offf ItaLMION FOR f ANVEP5EN 100 5EFE5 rcPL/a1V,!Nr AV21ONO 1 0.110 0.26 \rcRIF Y IN NEW C25 11OLL5 fO&1614 WIM (2)11011016 CUNV5 CA141Y,9ZE AIV FAfCH AR DRAWING NO. 5'-0 1'-0 ev aA55 tewpeei:7 aA55OOPIKI;9f 5 tO MATCH rCANZ D(15MUA W10i R-21 N94. AN92 F &VERSEN 400 5EM r.FLAamutrfW2IWI0 -0 14,-0 1 O.�O 0.26 MY IN FIr.LV 5FkAY MLAPON IN KqMIL5 5W CAVITIES 9(A -11PER5EN 400 5EU 5 ry LAayr t_o fW210NO 51.0.8113 14.-0 611 OLLE50t fffA:75 X I O-�O 0.28 Vr.vlY IN 1`15LE7 5fLjCC0 FI5ep5"97C5 0 H MRR55N 400 5EU5 mpuaivemr Av2io5Io 2'-6 1" 4'-0 7' 2 O_�O 0.25 VERIFY IN f U17 zi I ANVEUN 400`ERASA21 T-0 2'-0 0.29 026 FIRST FLOOR CONSTRUCTION PLAN tp. 625 SCALE: 1/4)) = 1'-0' 1. OF PRE—DEMOL I TION NOTES: LEGEND 1.THE OWNERS AND THEIR CONTRACTORS SHALL BE FULLY RESPONSIBLE FOR INVESTIGATING, NE�vcON5n31CnON IDENTIFYING AND ABATING ALL POTENTIALLY HARMFUL MATERIALS WITHIN THE STRUCTURE THAT MAY BE DISTURBED OR AFFECTED BY THE PROPOSED WORK.ALL REQUIREMENTS OF N.Y.S.LAWS WWFOu1VATION AND THE REGULATIONS OF THE MUNICIPALITY OF THE PROJECT SHALL BE FOLLOWED.NO O E>aSnNGcouSnucnONfO STAY ATTEMPT IS MADE DURING OUR REVIEW TO POINT OUT ELEMENTS OF THE EXISTING CONDITIONS THAT MAY REQUIRE ABATEMENT.THIS STATEMENT PERTAINS TO ASBESTOS AND LEAD,BUT IS NOT —T Ex15nN6rO0:.�MUMP LIMITED THERETO.1N ADDITION,ALL CONTRACTORS THAT WORK ON THIS PROJECT MUST ——— COMPLY WITH THE EPA LEAD LAW WHICH TOOK EFFECT IN APRIL 2010. EXISTIKU StOP.Aa O# DOOR r�1Nr�ER 2.CONTRACTOR IS RESPONSIBLE FOR ALL HAZARDOUS MATERIAL TESTS THAT SHALL BE REQUIRED pooh BY THE BUILDING,MUNICIPAL DOB,OR NYS LAW.SUCH TEST SHALL BE DONE BY AN APPROVED, ' LICENSED AND INSURED COMPANY AND SIGNED OFF BY THE BUILDING AND DOB PRIOR TO ANY 0 Wih47QNLEtn R DEMOLITION. X UUMOId LOCAPON 3.ALL DIMENSIONS ARE FINISH FACE TO FINISH FACE UNLESS OTHERWISE NOTED. X 4.ALL EXISTING WALLS TO REMAIN,OR ALL WALLS AFFECTED BY DEMOLITION OR NEW CONSTRUCTION TO BE PATCHED.PROVIDE CORNER BEADS WHERE REQUIRED;TAPE AND SPACKLE,PREPARED TO ACCEPT NEW FINISH.ALWAYS USE DIMENSIONS AS SHOWN,DRAWINGS WARNING: ARE NOT TO BE SCALED. THESE DOCUMENTS ARE NOT 5.BEFORE PROCEEDING WITH WORK,EACH CONTRACTOR AND SUB-CONTRACTOR SHALL L VALID UNLESS SEALED AND SIGNED IN INK,NO SCANS, THOROUGHLY EXAMINE THE EXISTING CONDITIONS AT THE PROJECT SITE TO ASSURE THAT THE EXISTING EXI511tt�G UNFIf\I5117 SCOPE OF WORK CAN PROCEED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. Ep51 6Af✓Nf REPRODUCTIONS OR COPIES b.PRIOR TO THE START OF REMOVAL/DEMOLITION,PROVIDE TEMPORARY DUST PROTECTION ARE AUTHORIZED BY WITHOUT WRITTEN AUTHORIZATION OF BETWEEN AREAS DESIGNATED FOR REMOVAL AND EXISTING TO REMAIN.PROVIDE TEMPORARY r JOHN G.SCARLATO JR., DUST PROTECTION ON A CONTINUOUS BASIS FOR THE DURATION OF DEMOLITION OPERATIONS. ARCHITECT. MINIMUM 6 MIL POLYETHYLENE SHEET SEALED WITH DUCT TAPE AS REQUIRED. E>a5r FURTHERMORE; 7.PROVIDE PROPER SHORE SUPPORTS PRIOR TO THE CUTTING AND OPENING OF EXISTING EXISnNG MLID 1?00 IT IS A VIOLATION OF NEW WALLS,FLOORS AND ROOF.RELOCATE/RE-ROUTE EXISTING PIPES,CONDUITS,INTERFERING WITH YORK STATE LAW FOR ANY NEW OPENINGS. PERSON,UNLESS ACTING I �\ UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER IN ANY WAY THESE SEALED AND SIGNED EXI511��FILL DOCUMENTS WITHOUT THE EXPRESS AND CONDITIONED PERMISSION OF THE ARCHITECT. BASEMENT DEMOLITION PLAN SCALE: 1/4" = 1'-0' 5/1/21 155U:0 FOR PRICING ANI7 f'nAlf DEMOLITION/REMOVAL NOTES: 1.BEFORE PROCEEDING WITH WORK,EACH CONTRACTOR AND SUB-CONTRACTOR SHALL THOROUGHLY EXAMINE THE EXISTING CONDITIONS AT THE PROJECT SITE TO ASSURE THAT THE SCOPE OF WORK CAN PROCEED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. CONDITIONS FOUND THAT WILL ADVERSELY AFFECT THE WORK SHALL BE REPORTED TO THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK SET FORTH IN THE CONTRACT DOCUMENTS. 2.PRIOR TO THE START OF REMOVAL/DEMOLITION,PROVIDE TEMPORARY DUST PROTECTION BETWEEN AREAS DESIGNATED FOR REMOVAL AND EXISTING TO REMAIN.PROVIDE TEMPORARY DUST PROTECTION ON A CONTINUOUS BASIS FOR THE DURATION OF DEMOLITION OPERATIONS,MINIMUM 6 MIL POLYETHYLENE SHEET SEALED WITH DUCT TAPE AS REQUIRED. John G REMOVE r��MOVEC �r�oV� �x15r All-VON WIKVOW WiWOW • 3.PLUMBING AND ELECTRICAL REMOVALS:PRIOR TO THE REMOVAL OF ANY PORTION OF THE EXISTING PLUMBING OR ELECTRICAL SYSTEM COMPONENTS THE CONTRACTOR SHALL ARRANGE FOR THOSE Scarlato Jr. PORTIONS OF THE SYSTEM INDICATED FOR REMOVAL TO BE DISCONTINUED,AND WHERE REQUIRED, RE-ROUTED AS INDICATED ON DRAWINGS. EX15T1NG LtVROOM#3 4.EXISTING ELECTRIC PANELS,GAS METERS OR WATER METERS TO REMAIN. Architect EXISf� ��'�iii� 5.ITEMS INDICATED FOR REMOVAL ON DEMOLITION DRAWINGS INDICATE TYPICAL WORK ITEMS.THE =lij 33 Byram Hill Road SCOPE OF WORK IS NOT LIMITED TO,AS INDICATED ON THE DRAWINGS,BUT INCLUDES WORK ON ALL EXISTING LNIN6 900M EXISTING G'EDp00M#2 Armonk,NY 10504 AREAS AS REQUIRED TO COMPLETE THE SCOPE OF THIS PROJECT,WHETHER OR NOT INDICATED. 6.ALL EXISTING BUILDING PARTS INDICATED FOR REMOVAL SHALL BE REMOVED IN THEIR ENTIRETY.ALL Phone:(914)273-7350 EXISTING BUILDING ELEMENTS NOT INDICATED FOR REMOVAL SHALL BE RETAINED AND SHALL BE JGSCARLATC@GMAIL.COM SAFEGUARDED AND PROTECTED FROM DAMAGE OF ANY KIND. REMOVE 7.ALL REFUSE AND DEBRIS CREATED BY THE WORK OF THIS PROJECT SHALL BE REMOVED FROM THE Well MILLER RESIDENCE PREMISES AND LEGALLY DISPOSED OF AT AN OFFSITE LOCATION DAILY. EX15T1\1G ML � lilt 4 ROCK RIDGE DRIVE 8.ALL DEMOLITION AND REMOVAL WORK SHALL BE PERFORMED IN STRICT CONFORMANCE WITH11 till LOCAL BUILDING AND ELECTRICAL CODES,O.S.H.A SAFETY REGULATIONS AND ALL OTHER w Jlilt RYE BROOK, N.Y. 10573 REGULATIONS HAVING JURISDICTION INCLUDING THE BUILDING OWNER AND MANAGEMENT. REMOVE 9.THE GENERAL CONSTRUCTION CONTRACTOR SHALL COORDINATE THE SEQUENCING OF THE COAT CLO5Ef REMOVE DEMOLITION WORK AND OTHER WORKS WITH THE WORK OF THE PLUMBING,ELECTRICAL AND KIYOVE ,a ( r�� CL. PEM.O�vE—" �� f FRONT ADDITION AND MECHANICAL SUB-CONTRACTORS. W/W L yyi l , -� �; cff �;�_;; ,.� WALr�i35 PORCH WITH GABLE 10.ENTIRELY REMOVING EXISTING WALLS(SHOWN DASHED IN DRAWINGS)FROM CEILING TO FLOOR I w� °" e' ram WALL ' INTERIOR ALTERATIONS INCLUDING BASE,TRIM,DOORS,WINDOWS AND FRAMES.REMOVE ENTIRELY ALL MILLWORKS. _ _ I wry': 6AM COUNTERS,CABINETS AND ITS SUPPORTS.REMOVE ALL CONDUITS,PIPES,SWITCHES,OUTLETS,AND (T^ _-_-�___,— EXI5TING ETC.ON ALL EXISTING WALLS TO BE REMOVED.BEFORE PROCEEDING WITH THE WORK,COORDINATE lilt cm AND RENOVATIONS ,,,, c�11�T5 PplWk7y GeDPOOM WITH OTHER CONTRACTORS TO VERIFY THAT SERVICES ARE DISCONNECTED.REFER TO DRAWINGS FOR REMOVE1:ii VEhbvE THE EXTENT OF THE WORK.WHERE REMOVAL HAS OCCURRED AND EXISTING CONDITIONS ARE FOUND Im"voWi►:i 11"yl --� �- no ;' oP�r�WI&L DEMOLITION PLANS THAT AVERSELY AFFECT THE WORK AND REQUIRES RELOCATION,RELOCATE SUCH ITEMS AS DIRECTED iiii i�__� _ M i��i BY THE ARCHITECT AND THE OWNER. REMOVE ,iOUrPIJMP9YPAM90M FOR1�W WlVOW our KItC1 N PE1,10Vi DOOR NQ7 !;r�rJOVE ' MOVE POOR PcA� OPEN WALL FOR NEW i i i i 11.PROVIDE PROPER SHORE SUPPORTS PRIOR TO THE CUTTING AND OPENING OF EISTING WALLS, WAIL ___ MCI. o�o I.Y&pL-NI _YNdp_OVJ y_� _Y�L�Q�Y_ OT55WWOW5� FLOORS OR ROOF.RELOCATE/RE-ROUTE EXISTING PIPES AND CONDUITS INTERFERING WITH NEW i r----- - i lEMOVE OPEN WILL' OPENINGS. — RE ym WiWOW REMOVEFLOMA5 ( FOR1�1N4A1N _UDINCfS REMOVE h4A501�Rf f�OU�D FCR Wv�OW 12.CUTTING AND PATCHING SHALL BE PROVIDED WHERE WALLS ARE DEMOLISHED,INSTALLED OR PLn REMOVE l'cOUF;FD PnfckrnOVE12F R DRAWING No. MODIFIED AND SHALL BE PERFORMED IN A FIRST CLASS MANNER.ALL FINISHES SHALL BE RESTORED TO FOp ply PEOUMP fewNci Exr>;r�D STEPS I y���l)ARChIi�� MATCH THE ADJACENT FINISH. _ _ _ T k1 hM _ 6 gCAR�q�op� eyve Wi1d70W 13.ALL EXPOSED ROOF SURFACES SHALL BE PROTECTED AT THE END OF EACH WORK DAY BY MEANS nlv MEN W&L FOR > � z ' � 3c OF BEST STANDARDS AND PRACTICES.ROOF EXPOSURE DUE TO DEMOLITION OR REPLACEMENT OF LAP=WOVOWN47 EfW,75A5 � �C o • MATERIALS SHALL BE COVERED FROM WEATHER DESPITE FORECAST BY TARP.OPENINGS IN wWw/DEp _ FENESTRATION SHALL BE COVERED BY PLASTIC SHEETING AT A MINIMUM AND PLYWOOD IF SECURITY I R s TFLOOR DEMOLITION PLAN "p �a�2��. OF THE STRUCTURE IS AT ISSUE. q OF 1 SCALE: 1 4" = 1'-0' WARNING: Hardwired Smoke&Carbon Monoxide;Albrm i dclel 900-CUAR NOTE: THESE DOCUMENTS ARE NOT VALID UNLESS ; ELECTRICAL LEGEND AS PER 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTIONS R314-315 AND SEALED AND SIGNED IN INK,NO SCANS, 2020 FIRE CODE OF NEW YORK STATE SECTION 915,THIS PROJECT WILL REPRODUCTIONS OR COPIES ARE AUTHORIZED l REQUIRE FULL COMPLIANCE WITH SMOKE AND CARBON MONOXIDE AND HEAT ih5cambinrdonalaraa�bi0svalraoldnn;leltr�fngy�plezue'edrtchOtnlclaf �• i�w17ECOP.ASMrCN Installation. l'larnn DETECTORS THROUGHOUT THE HOUSE INCLUDING AREAS NOT DEPICTED OUTSIDE BY WITHOUT WRITTEN AUTHORIZATION OF JOHN The ccmbtil.•ttion.n:tirn.should be!Irislnl:ed to cam wlUt ad tccrd codes �rated at 85 decibels at 10!?tsL Far a CO Inclderl.tire Irocn wy sound n (SY.CLE POLE f0 MJ.I•il-WAY AS t7V�C!?NJ�7) Rty Unerepetl16f6niunn@r-lour(E)fadb�@eps.asharip�tse:four(4)rar:lbrrep•s. G.SCARLATO JR.,ARCHITECT. lemAngjurbdietlooin your area,Art(ele7GOoflticNallonnlElaclricCode,and S OF THE MAIN SCOPE OF WORK. In n-noita nddard.tlee horn ivlll sound in Ilia repellUva nrnnnor-Iltceliven,(3) FURTHERMORE• ,li;t WWVeCOEAPIMN6f;�fCH 14FPA72.MakecertainoffohirnsarerriredloasingW.coit'oiuouslnon• INCLUDED AREAS ARE GENERALLY,ALL BEDROOMS AND ADJACENT HALLWAYS r ssltfied)power lintsvMidiisn6tprolectad*by agroundIsulflntort ter. beeps.opnusd,three13)beeps TtierutltshallIncorporatarow[41LEDs A 41, i�WViCOPAi al`fKaE rte-en WITHIN 10 FEET OF BEDROOMS,ON EACH LEVEL OF HOME INCLUDING BASEMENTS IT IS A VIOLATION OF NEW YORK STATE LAW FOR Ama%imumoit000t1.olvrirc can belFtedln the irtercorllectsyslen>,U�e . AND HABITABLE ATTICS,WITHIN THREE FEET OF BATHROOMS. standartl UL 4sted houtoltctd tiw a(18 go"a,or latger as reitulrad by local Eu'conds Mien In the batJury•ordy mode,A led LED will slash ence at tmcc ANY PERSON,UNLESS ACTING UNDER THE Q��CI WW VcCOPA a?OUW FALf CIFCI�f IN1EMPf FMI"�CLE codas). evaryl5 seconds tolndcalesmokeof COalarmmemczy.and v.1 flash in AS PER R2020 RESIDENTIAL CODE OF NEW YORK STATE APPENDIX J, AND THE DIRECTION OF A LICENSED ARCHITECT TO Indusayexperlsrc:onvnera9specatP=uons for smoke affirms.suclros 'sN'diwillt the founder imitmet.Ali Imbei LED h0mmlesrabllcandrlions CLASSIFICATION OF WORK THE DETECTORS MAY BE BATTERY OPERATED WHERE r E The unit•shalllncluda the I-lushi"feature that sao c ncesanokeJarmfor CEILING FINISHES ARE NOT BEING REMOVED TO EXPOSE THE FRAMING, AND ONLY ALTER IN ANY WAY THESE SEALED AND SIGNED AFG y��� F iCIKCIDiQJ1EalF'fI CEFfAUE welly ravel and sleeping arcwi of the divetlrng.T'hoy alA rr_commanda CO a nWrwjtnnlow8.10rrdnulesIfami(sar:eolnnniondivancccurs Tbercd NEED BE HARDWIRED WHERE THERE IS ACCESS TO AN UNFINISHED ATTIC FOR (9•IaMrlA51110'JEKOFCOCmarzywo j Nmrnbc-Insfvhedenzothlevtaothnhunle-iden9ybnortyle'relcnttrtucl .,, DOCUMENTS WITHOUT THE EXPRESS AND � NEW tPJrning app:Sltces and outside cif slaeping areas.5ee Lkot Guide for tun her LEb on Ili*alnnie vnll Irish ew;ry 2 seconds vrd:c in Hush rind the unit V41I WIRING. i nut:rnabcatterewlIL,6lc CONDITIONED PERMISSION OF THE ARCHITECT. i Inlorrnallstl. 11CU.11tstroUal:0UxACctealoWbo:telywatNnb1.101illgobrlelatarm IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THE DETECTORS ARE 1.EV1PI10N:O1111Ef chltp.Tire urdl shall at o mtnhntan nleet the appiopilaw requirements of UL TO CODE BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. I ,Arch iteetura I and Engineering 30-4.UL 217.10PA 71 No 5tato of Callromla Fire htatchal WPA 10110ne El f lbw fV DOLE Omef I Specifications andhvoYnn.lyd+4alKngs).FederalHou:ngh.,ui4oriryIFHA),llouslrgand 2 ieWCAf6EIKUfPORrOUiLEf Urban DavalopnientiHUD}4 sAio also ncruda a 10-yeas mnnurnctuie0l 'the combinaL:on smoke and carbon monarde alai m shall be KiWe Model ihnitad warranty. O 1,fW�5%P LEV 17OM4 LMr E•00•LIAR or aµorovod actual lishn!I bo pooerad lsy 120VkG.MHz so:rrca 5"Vtlft DAFFEL With two P)All bact..ua batietkis The ienpwatwU opeiatcng tangs shall brt 1JEU!LED IAI7EP CA3 LICJIT PUCK OR 511?IP AWARNWG:rrrspraot:user;ctiry utsrustttich:arrss�ncarue�rku r:Isrcw O b-lween 407 and t00 T I4.4*C and 37.8'Cl and use hurruddy operatrng range tie>4inni ranrcaturt•cartctr i'mus ckc4wd.wrNSw0y unctfewin aontalsimmvr w Iffy WITH Ow4e shollbe10'1.•95'xretativehu.achy,norreondenslno. (D3HA)cunnae:w/afxws1rraraluncrrrt rift rAir_aarltn'pmw(c,Nw Avuwa 4tw urdl3ho11 tnwrporale a pholpeleetdc sntokc sefi3oc trIUI norn'nal Mtd:ndcWi horn acute erreas urewctinAkrwAJo etpaswe.it mvMoriLr4,sarequm d O i EVJ RECE55v17 Vd1fE VO1�N LIGHT ^_^_nsdtrity of 1.74+(0.76tirH OB5 The CO sensor 3hnll be of an 3idrr,uoma tt:d,avc•c..c,redxurc°rrai:ant.nrrw�ar eon�.n a.nrctwrr,ocnrro.re: 51'DAFFLE WMI LEN5 Ur�r:e4ou-t wxh nwiAcaI evot0orm may c%wisAk-e trrlr,trartntg d?ticet roMch ut'd.trr0 O . etecthochenil al design and shall meet the sentsi lvlt/iequkeene-nts cr oroltA.t w•rs situolsk rtrxu Tor a»tt onv rornr;de tonr:vntntfim re.%3rr 3Drvm 5 ' Undeerriler Lnbotatorias UL 703•1 Sbrglo and MuWp►e Stnlonl Coeboh VM17 WOKE tXTECfOP rAonaxideAla:ttraTheun:l Shall gCarbonflotoxideAdw^'. onlh° Technical Specifications © WLTVC/avwNON•OXVE17Efectce !!I iwdtaga•:'MVarld',Mottl�ccurteCarbonMotioxlda/uarri•. 7tio ctxnbinnuan amri can be trisltAw or.trtc•suenee of nny w ill or eeilr.g 1Nodet- 9001CUAR toeowing the UL114FPATlanufacturet'srremmeadedplae:mentquActincs. � Q WL?E17Waf/U�"VOWMIXCOtNDOVE1ECf0P t?ower5ource: 170VAC.QUHt 42m11 rtsnX p_r aLum, The alarrrt can be in stalled un any standard strtgte gang electrical bore tip too 2 AA ball ery bnckiri O VU�V �VEtECfOR Woclagon junction box.The electilcal cormectcon Ito lite storm)shall be made +firth n plug-in•arriedot, Smoke Sensor Phwooleclrlt OD DAffEY,Y O?EPAtEV 5h+10K1:/CA33ON Ma.'OXIVE A mnrdmun of 24 Kidde devices can he Dsterconnecled In a multiple CO Sensor. Vir-diocharrdc+l (39fE OPERAPf2clOR siallan onanay.-very The iMarconncd syclam must twt exceed fire NFPA Audio Alarm: grids at 1011 tNatlonot Floe Protection AssocIDI foal lied of 18 balloting dcn:ces.of whkli JU1.nC110N DOx FOP LICri(FIX11Ld 12 can ire:moku nlarrtis.Willi t8 initialling deMcas(smokb,heal.CO.etc;. Temperature Range: 4oT(a 4'�to 100�{37.8'C) Interconnected,It is sUu possible to inlerconnem ti strobe llgt:ls and or Humifilty Range: 10?r95%Motive humidity.ncl-condetising d WALL 5CONCE J1NIC11ON DOX se6iy modules.This alarm Ls not trvsiaried to be tmerccim-zded with oihttr She: 4.95-in dlomet@t)t 1.93'deplh inactu(xtwet'i procivett-,unless olhenvne specif ad. Q WN.L L1011'AW.-iOV DOX ilea atairn sludl include a test bultm Ili of will efccirorvcally shnula:e Uie Weights 0559 to presence of smoke mid CO and cause the unit to go Info both modes of yAdng.. Qurk connect plug vitih plglags alarm TNs sequence tests the urut's:eta:Uonlcs to ensure proper opE-ration. Inlercomeetr. Up to 24 Kidde Levi=es jof vAitch 18 can be Indiilhq) CEG Ii�F/LrJ�II�F02CED MCi1GV DOx The CO semor s-0 not alarm to levels of CO 0--low 30pp:n and will ul nrm in l.yarramy. to your Unik-d lballarlirs tududed) the lalbwtng Ihne twge vehen exposed to Use conesponding levels o!CO. Replacement batteries: Eriergnar t:91,Gold Pon1t 15rs,Gordan Povtir 70 ppm CO Cowntradon:160-240 rzdnutes GLR6A ReplocemenA bail ones are available whete 1S0 ppm CO Cobcerdntibd:10-50 rninut6s you pufam;ed thls atarrn,mom:Dorrot use 3.13 AMENDMENTS TO SECTION R404.1 400 ppm CO Concentration:a.-IS minutes ghtum boderkmAn frih wrlt LIGHTING EQUIPMENT(MANDATORY) t r:faln aR;ra.ttl op in.0.:rd P.404.1 LIGHTING EQUIPMENT(MANDATOPY).NOT LESS THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL USE LAMPS WITH AN EFFICACY OF AT LEAST 65 LUMENS PER WATT OR HAVE A TOTAL LUMINAIRE EFFICACY OF AT LEAST 45 LUMEN5 PER WATT. R404AI LIGHTING EQUIPMENT(MANDATORY).FUEL GAS 1 LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY 1 DURNING PILOT LIGHTS. I i I i 5/1/24 155LEn FOP i'i?ICING ANP ITUIT ' I I I I 1 l I exI51IN6i 0Ei 00M#5 John G. EXI511NG%"t f 45ilNG LIVING p001A R001M TO Q051i ' MMOOM#2 —_— — Scarlato Jr. E1g5flN �••� o' Architect, 33 Byram Hill Road Armonk,NY 10504 ———�XI511hICe I•If1,l. � Phone:(914)273-7350 EXI to NG JGSCARLATO@GMAIL.COM In Alm � �. INiEPCONt.ECfEV EX15TIn166An.Aa EX151K6LINFIN19-ttJ fc�,' exl5f' -----------= 1 9MM9UMN P COAf I I MdOxn IxacfORS MILLER RESIDENCE VETO 'ft Nw w.l.c. 4 ROCK RIDGE DRIVE I HA9�WFEp MO ICI AFC ' i I INiD?CANCTEVSMOKE , , ; \ RYE BROOK, N.Y. 10573 AND CAWN MOIdOXM , IMF _Q L d TN i � KAft7ETECfORCOi4%tCfEV \ i EXI5TING M1JP BOOM ri w FDYEp ExrE)or r \1 EXISTING to u4r5 as,FIRST FLoop I G C.LIa �NIti p�IMA�rrooM FRONT ADDITION AND• I N' � W/L s PORCH WITH GABLE 21 NrW KITCWN NEW�Allf\U AMA I ELI o �'L�r ^' °°0M INTERIOR ALTERATIONS ' ago `— ,�/`' F vENn!.'G AND RENOVATIONS I I I New or'cH �c.Ll�lf REFLECTED CEILING/ ELECTRIC PLANS Aft DRAWING No. Cti`'O SGAR<q r�0� VtWAY O Ito es h BASEMENT REFLECTED CEILING ELECTRIC P LAN FIRST FLOOR REFLECTED CEI LI N Gr/ ELECTRIC PLAN U00 0 828'���, of: SCALE: 1A 6 4" = 1'-0' SCALE: 1/4" = 1'-0' f