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Home My WebLink AboutBP25-034 m M h S N In cam k us s Ra bEP4 0 W C 3 a. c v 1n �i w Q r � c z � � U Lq b _ M Q0 7 a � - 2` .. Q ~ F A W � O � `n C d y tr o "� o •= N `� a y , o v i en c p co � � � t U a 7 OS4 00 ~ DOE 4 64 V a pq V o o z z , 71 Clar U Ix � � a M zWz O o w � 4.4 S CL i o u � pZ C7 A z O 0 ,0 � ui Oct V �, � a y a BUIL MENT VIL E OF R*iV oOK �4/,7 rp NY 10573 938 KING ET RYE BR oVLL111 - 4 2025 —~ FOR OFFICE USE ONLY: 11�� Approval Date: -FEB 2 5 Perm" J(JJ Application#� Z'(rj 1f b Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: _ = Date: S BOT Approval Date: Case# : Chairman: PB Approval Date: Case# : Secreta ill ZBA Approval Date: Case# Other: q rr Application Fee: Permit Fees: 6') EXTERIOR BUILDING PERMIT APPLICATION Application dated: is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance ofa Permit for the construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below. 1. JobAddress: 31 TSOY-U000 IQLntA jr6Mal�,, /0573 2. Parcel ID#: °�• S y — Z 7 Zone: 3. Proposed Improvement(Describe in detail): 40,j F�►-on r �'e�►� } (�►npew5 W Wq Sow c)y'nyam, Hoa k44i-L ,- (?eWj vp }e (�Ihw fko 1�2y" t4oiw% jIQ1-rUA►y LAVh!±V tna ICIM 5wymo•j-6f a/�- of �(l.. RQyk).1u un of rr't�3 +/151�4 D�A<t'14 G k- awns !tev^ on S,ptrs»n filwc� 4. Property Owner: W�C1lt Address: 1 a Phone#{7A'y 9 43- o`_4z. Cell# e-mail t,,LA'%+n*,A A,,r,yl ej7 o List All Other Properties Owned in Rye Brook: V_6 rheu i t.,f,am Applicant: Address: Phone# Cell# e-mail Architect: .5"DVyl (r 5 CZX?—kcx�U Address: //3) -b�jmy- AA 1 t 1 rw A AV-t 100 V-j �1 y 1©4<I Phone# lI 14k) LT5— 73 s" Cell# (1 4— OI SZ e-mail _TCSG0,r1, r-j le 6r+ 04' Engineer: Address: Phone# n n Cell# e-mail General Contractor: Address: /I � M 'vn, 4 d r/ Phone# `i— �-cp—g / Cell# e-mail (I} 6/1/2024 5. Occupancy;(I-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: Post-construction: _ 6. Area of lot: Square feet: I S7S5' Acres: • 3(o 7. Dimensions from proposed building or structure to lot lines: front yard: �- rear yard: right side yard: 1J1.'1 left side yard: 10.. other: 8. If building is located on a corner lot,which street does it front on: 1509�0 0_4-'a 9. Area of proposed building in square feet: Basement: 18,fl: 2°1 fl: 3`d fl: 10. Total Square Footage of the proposed new construction: 0 11. For additions,total square footage added: Basement: I51 fl: 2"d t1: 31 fl: 12. Total Square Footage of the proposed renovation to the existing structure: —7 36 13. N.Y.State Construction Classification: 7:e N.Y. State Use Classification: K Z 14. Number of stories: Overall Height: Median Height: 15. Basement to be full,or partial: finished or unfinished: 16, What material is the exterior finish:_ -a1.1 17. Roof style;peaked,hip, mansard,shed,etc: Roofing material: 18. What system of heating: 4-4.1 s .b'J 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,ANSL System,FM-200 System,Type I Hood,etc...) Yes: No: ✓ (if yes, applicant must submit a separate Automatic Fire Suppression System 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: ✓ Area: Z6' 5-q,PT 22. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: 11 (jyes,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 of wetland and the wetland buffer 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 of 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: ✓ (if yes,applicant must submit a Tree Removal Permit Application) 2T Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: 1� Indicate: TIER I: 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: $ J6 1 C200 Note:The estimated cost shall include all site improvements,labor,material,scaffolding,fixed equipment,professional fees, including any material and labor which may be donated gratis.If the final cost exceeds the estimated cost,an additional fee will be required prior to issuance of the C/O. 30. Estimated date of completion: (2) 6/1/2024 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (9I4)939-0668 RESIDENTIAL LOT AREA COVERAGE Address: 3 J�W-1 ,Q pt-rt-*-C Section: /Z�-59 Block: Lot: PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4% 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 1 5,000 30% 5% 3.5% R-2F 5,000 30% 5% 3.5% Existing: Proposed: 1. AREA OF LOT SS Sq Ft. �S f Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building)' Sq. Ft. 4 0 7- Sq. Ft. b. Area of 15' Floor Divided By Area of Lot x 100 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages,Tool Shed, Playhouses) d Sq. Ft. 6 Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 % O 4. AREA OF DECK I ' 4-) Sq. Ft. 5-3 Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 % 3 4 Z % I attest to the best of my knowledge and belief, the above information is correct. rchitect°s Si nature (3} 6/1/_'u24 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 31 15+SXw0019 69i-A-4i Section: 1 Z`I. 5 `t Block: i Lot: Z,`I Zone: P_`1 s" 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 LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT (sq.ft.) For Base Lot For Lot Area YARD(%) 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 2.5 R-12 40 20,001 to 30,000 6,560 24 30,001 to 40,000 8,960 1 23 R-10 45 40,001 & larger 11,260 22 R-7 40 R-5 30 R2-F*"Base Lot Area"is the minimum end of the lot size 30 range in the"Lot Area" column Area of lot: /J' 75-5- s .ft. Existing Allowed Proposed Total impervious coverage = Z$01 S .ft. S'4 96 S . ft. Z 8 Z S .ft. Front impervious coverage = % 5 % / fi a 7 I attest to the best of my knowledge and belief, the above information is correct. itect's Signature (4) 6/1/2024 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: Plr4 l fi Section: )7 1, s 9 Block: Lot? MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area —21,780) x 0.11478421 ]: a. Allowed = 3 '5 O$ Sq. Feet b. Existing = Z S L-1 Sq. Feet c. Proposed Z S -L 1 Sq. Feet HEIGHTISETBACK 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 1 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 EXISTING PROPOSED REO[/I/RED FRONT: FRONT: FRONT: .44 R-35 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 1r25 SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 0-20 SIDE: SIDE: SIDE: 1.60 FRONT: .3l FRONT:• 31 FRONT: .60 /IBIS SIDE:,,"1S 1,51 SIDE: ��S J I.3t SIDE: 1.60 FRONT: FRONT: FRONT: .80 /RISrA SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 RL12 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R--fO SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 RL7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 /P-5 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. itect's ignatur (5) 6/1/2024 BUILD MENTFFB V1 OK 938 KING NY 10573 VILU,GE OF PROOK UV BUILDING DEPARTMENT v,t+..wk*wsr*www**w**wwwwww*,t*wwwwwwwww*wwwww*ww*wwwwwww*wwwwwwwwwwwwwwwww*wwwwwwwwwwwwwww.rwwwwww*Mrst�rFFF* AFFIDAVIT OF COMPLIANCE VILLAGE CODE §21 E - 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 WILLL BE RETURNED TO THE APPLICANT. STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: 1, "U it ,residing at, 31 &�,xLiooay d7LEq4_<. (p4t uninc) (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; 31 T_)Cs)zwoay FLU, , Rye Brook, NY. (Job Address) Further that all staternents 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. r (Sigiwlure of Property Own r(s} LLb4rL4 U (- h (\J (Print Name of Property d zer(s)) Sworn to before me this J ot yl Lt C,"L day of U , 20 _ (Notary Public} SKa,RI MEULLO Notary'Public,State of New York No.0JME6160063 Qualified In Westchester County- (6) commission Explres ignuary 29,20� GI 112p24 This form must be properly completed &notarized by the De i of ssioit� record and the Property Owner. Failure to provide this compl )f'ocm with y permit application will delay the permitting pr - vp Notice of Utilization of Truss Type, Pre-Engineered Wood, or Timber Frame Construction. (Title 19 Part 1264& 1265 NYCRR) To: The Building Inspeetor of the Village of Rye Brook. From: 56hr\ &' S CAv-l a-k-"� j l'L Subject Property:_ N ?_')dr)._0c-Q'2 ek- 4 ,4Z, SBL: I Z 9,S1 4 I-3,' _7 Zone: Please take notice that the subject; ❑ One or Two Family; ❑Commercial, ❑New Structure ❑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) APre-Engineered Wood Construction(PW) ❑ Timber Construction (TC) in the following loeation(s); 7, j 7oor Framing,including Girders&c Beams(F) ❑ Roof Framing(R) ❑Floor Framing 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§1265 for One&Two Family Dwellings. Sworn to before me this `L1A uQ Swom to before me this day of 0 20 —0 :T-- day of 30 ,20 Z r Signature of Pro Owner rgnature of Design rofessional Pr Name of Property,Qwnar, lame of Design Pro si N tary Public Notary Pu is SHARI MELILLO Notary Public,state of New Yo* SHARI MEULLO No.OIME6160063 Notary Public,State of New York Qualified In Westchester county Z 7 No.01ME6160063 Commission Expires)nuko y 29,20^ ( Qualified in Westchester County (7) commission Expires lEMuiwy 29,20� 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 andlor not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. w***,rwww*atsst.*t�,t,t**�•:r*w*www�*�w:r;r**,t•***wwwwwwww,vwwt�:,t;�***w*w,r**:t:r*w**+r*w�*,rw*,t,r*c•wwww***�-t�.w*::**,t,t:tw#:rats* STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: h , . Q1L 10-±s Im kizA 4Atq;being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the 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 the 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 the 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 the subject property. Sworn to before me this �4- Sworn to before me this day of , 20 3 day of �3 0 120 Z-�_ �L A,, Signature of Property V er gt ature of Applicant�z' Print Name o Prope ty Owner Print Naine of Applicant otary Public Notary Public SHARI MELILLO Notary Public,state of New York No,01ME6160063 SHARI MELILLO Qualified In Westchester County Notary Public,state of New York 'Commission Expires 1afiu*ry 29,20 No.01ME6160O63 Qualified In Westchester County Commission Expires 1ftunty 29,20 7 (8) 6/1/2024 WARNING: General notes: THESE DOCUMENTS ARE NOT VALID UNLESS SEALED AND 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 SIGNED IN INK,NO SCANS,REPRODUCTIONS OR COPIES IN THE 2020 EXISTING BUILDING CODE OF NEW YORK STATE CHAPTER 6 IDENTIFIED BELOW. LATEST EDITION FOR A.S.T.M,DESIGNATION A-36 OR A-SW FOR ALVIV SECTIONS.ALL STRUCTURAL STEEL WORK SHALL COMPLY WITH SPECIFICATIONS FOR THE DESIGNOF THE, I ARE AUTHORIZED BY WITHOUT WRITTEN AUTHORIZATION ALL WORK SHALL ALSO CONFORM TO THE 2020 BUILDING CODE,RESIDENTIAL CODE, FABINSTRICATION UTE OF STAND CONSTRUCTION OF EEL CONSTRUCTION LATEST STRUCTURAL STEELEDITION.PROVI H R BUILDING ANGLES AMERI LAGS N III IJ I OF JOHN G.SCARLATO JR.,ARCHITECT, FIRE CODE,ENERGY CONSERVATION CONSTRUCTION CODE.MECHANICAL CODE, UNDER ALL POSTS,COLUMNS OR STRUTS THAT ARE CARRIED BY STEEL BEAMS AND IN THE L OTH! FURTHERMORE; FUEL GAS CODE,AND PROPERTY MAINTENANCE CODES OF NEW YORK STATE AS APPLICABLE WEB OF SEE OWN CANTILEVERED ER COLUMNS OR BEAMS XY2 BEARING SUPPORTING CONCRETE HANGERS. UN LESS IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY 2.CONTRACTOR SHALL PROTECT&BRACE ALL WORK FROM DAMAGE DURING CONSTRUCTION. 3.ALL WORK TO BE PLUMB&TRUE,ALL PLUMBING WORK TO BE IN COMPLIANCE WITH NYS 10.HEADERS TO BE(3)T X ITl'IN 2x6 WALLS OR(2)T X 10-IN 2X4 WALLS UNLESS OTHERWISE NOTED, L I PERSON,UNLESS ACTING UNDER THE DIRECTION OF A 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, LICENSED C ENS ED ARCHITECT,TO ALTER I N ANY WAY THESE ESE 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 1 I I NIT"- 1Vill I I I 1",O,Top I'Iate SUBCONTRACTORS SHALL BE LICENSED AND INSURED.ALL PLUMBERS AND ELECTRICIANS ARE SEALED AND SIGNED DOCUMENTS WITHOUT THE EXPRESS RESPONSIBLE FOR ANY ADDITIONAL PERMITS.APPROVALS AND INSPECTIONS THEIR PARTICULAR WEST NYS ENERGY CONSERVATION CONSTRUCTION CODE GRAPIER 4. TRADE MAY REQUIRE WESTCHESTER COUNTY IS CLIMATE ZONE 4A. AND CONDITIONED PERMISSION OF THE ARCHITECT, 12.ALL FOOTINGS TO BE A MINIMUM Of T-VBELOW GRADE.OR LOCAL FROST DEPTHAS SPECIFIEOBY 4.LUMBER MATERIALS USED IN THE BUILDING SHALL BE GOOD,SOUND,ORY FREE FROM ROT, THE ARCHITECT.UNDERPIN WHEN NECESSARY. _ nPMCH _ LARGE AND LOSE KNOTS,SHAKES AND OTHER IMPERFECTIONS WHEREBY THE STRENGTH I I I I I IMAY BE IMPAIRED.ALL NEW LUMBER SHALL CONFORM TO 2020 NEW YORK STATE BUILDING CODE 13.HOUSE TO CONFORM TO ANY LOCAL SUPPLEMENTAL CODE. L ' _L -U CHAPTER 23.FASTENING SHALL CONFORM TO 2020 NYSBC TABLE 2304.10.1 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 ,•1 11EPLPCE I U t Epl p(E 1-IL= i 1 1 NATIONAL DESIGN SPECIFICATIONS FOR BENDING STRESS AND DEFLECT ON,AND 2020 NYSBC 23D6. AND VERIFY ALL BEARING TO FOOTING. I$W FLAIG I I S�tllG ALL WORKMANSHIP INCLUDING BLOCKING,MILLING.BRIDGING,ECT.SHALL CONFORM TO THE 2020 II I fWZ10310 14421031E i4V2105i0 I I 1WZI0310 I iw_ NYSBC AND OR 2020 NYSRBC.PROVIDE LEDGER,BLOCKING,NAILERS AND ROUGH FRAMING 15.TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT THESE PLANS AND L _Sf �OIl D -LIJ_ 1- HARDWARE AS REQUIRED.ALL BEAMS,JOISTS AND RAFTERS TO BE SET WITH NATURAL CROWN UP. SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 N.Y.S.ENERGY CONSERVATION CONSTRUCTION CODE I I I MEfk ROOF PROVIDE DOUBLE RAFTERS AND HEADERS AROUND ALL ROOF SKYLIGHTS UNLESS OTHERWISE NOTED. LI _ COMPOSITE 5OFPIf W FA5gA 12 I U�� UUL _ U e` ALL LUMBER SHALL BEAR VISIBLE GRADE STAMP.ALL STRUCTURAL LUMBER INCLUDING BUT NOT 16.All DECK RAILS AND STAIR HANDRAILS SHALL CONFORM TO THE 205E N.Y.S.BUILDING CODE ' �'r !->l +, Bro 0`! LIMITED TO TJI.TGI,&LVL BEAMS OR EQUIVALENT SHALL BE INSTALLED PER DRAW NGS AND SECTIONS)014 HANDRAILS AND 1014 GUARDS. 005WG FEEZE 00AIV I 1 (NEW ALUVRJUM Guritr AI Hl LE/�DER P6'ES 5 " +: '.'. -Lc--LU�_ In,Znd,�I. `:-' MANUFACTURERS SPECIFICATIONS.ALL HANDLING AND INSTALLATION PROCEDURES MUST BE AOOVi EX15"OP.ICK ILL COW05111s WRMPED OMM AND IfAUER WiH MM _ J_ SUPPLIED BY THE MANUFACTURER AND SHALL BE FOLLOWED.TJI JOISTS AND LVL BEAMS SHALL 17.ALL ROOF FRAMING SYSTEMS SHALL BE INSTALLED WITH HIGH WIND CONNECTORS(HURRICANE NEW COMPOSITE CO/IJ'051TE OEM Dow 50FF1(ON PORCH CLG A` �''' 4 "` 5�� - r NOT BE ALLOWED TO GET WET AT ANY TIME. TIES)IN COMPLIANCE WITH 2O20 N.Y.$.BU LDING CODE ` VXOR K ORACKEfS 10 U u U U U U U u U U U U NJ O -->' S.WITH USE OF ANY TRUSS TYPE.PRE-ENGINEERED OR TIMBER CONSTRUCTION A SIGN WILL BE 18.ALL POSTS TO FOUNDATION FOR THE PURPOSE OF SUPPORTING THE ROOF OR OTHER STRUCTURAL EVERY 24"t 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 MI'Lta ek%NG PICIUPE �_ -hEYI�O�UP051�2 W1W M� S� ARCHITECT. FROM STRUCTURAL ELEMENT TO BE SUPPORTED CONTINUOUSLY TO A SOLID MASONRY WINDOW WITH 1,/V\I1T 5 COM 05(fe _ COMP0511E FOUNDATION THAT EXTENDS BELOW REQUIRED FROST DEPTH AND RESTS,�ON A FOOTING OF ),. PMF,L DOD(;AND - 6.ALL CONCRETE WORK,DETAILS AND CONSTRUCTION METHODS SHALL BE iN ACCORDANCE TYPICAL CONSTRUCTION. 4NM 3 h'EWVOUBI E _ Wt' nv J. iRIM 16 _ WITH THE PROVISIONS OF ACI 318 AND ACI 332 OR PCA 100.AND THE 2020 NEW YORK STATE H1MG5 IN a SANS 6cd POSf SIDELlGHfS+A9fH _ �Q1IIPED p ¢ )Ld.f 5 a_ RESIDENTIAL CODE-CHAPTER 8.ALL CONCRETE SHALL BE TYPE-1,3000 PSI COMPRESSIVE 19.ALL SIMPSON STRONG TIE CONNECTORS AND ANCHORS ARE DESIGNED•yVITH SPECIFIC LOADS AND 1RUhyw Dili MA5ONRY OPeN;N6 COW05M co 'A AND SECURELY TIED IN PLACE SO AS TO PREVENT DISPLACEMENT DURING CONCRETING. CAPACITIES.SUBSTITUTIONS OF THESE HANGERS FOR DIFFERENT MODEL NUMBERS THAN GUARD AND - COMPOSITE NEW PM4f EA50,16 STRENGTH AT 28 DAYS.REINFORCING BARS TO CONFORM TO 2020 NYS BUILDING SPECIFIED BY THE ARCHITECT OR ENGINEER IS FORBIDDEN WITHOUT VERIFYING THE REPLACEMENT C NEW COMP05111 IVN87PA15 FACADE f0 ALIGU „p,,,t,,...,.,CODE SECTIO,. ,T}:=<ODIFICATIONS TO ACI 318. PART WITH THE DESIGN PROFESSIONAL. - ORILC.FALADC REINFORCING SHALL BE ACCURATELY INSTALLED TO REQUIRED ELEVATION I IRIMA5W0u9n eLLE5fm VAfHD35TIN6OIJCK 1 c)TM140 Pe�MEfER 1' 7.CONTRACTORS TO VERIFY All CONOITK)NS AND DIMENSIONS PRIOR TO STARTfNG WORK. , PAWf EA%NG .,,.__.,,.,�. y .�.. .��,, ..•.�ANY-DIS->WANCa ARE TO BE REPORTED TO ARCHITECT.ALL WRITTEN DIMENSIONS ON FPLAI -4ti1M FLAC6fOM C - ' G G THE DRAWINGS SHALL TAKE PRECEDENCE OVER ANY SCALED DIMENSIONS. ALTERATION-LEVEL 3 MICK FIELD FLOOR MPLKe eXISfWG PICTURE WINDOW W1M ] Fin,15t I I. 804.1 SCOPE LEVEL 3 ALTERATIONS APPLY WHERE THE WORK AREA 15MCO FW 51 FLMla;ER5 W11113 W%W DO(10LE ItJKV, - _ 8.ALL FOOTINGS SHALL BEAR ON UNDISTURBED VIRGIN SOIL HAVING A MINIMUM SAFE BEARING EXCEEDS 60 PERCENT OF THE BUILDING AREA. OLI ESfONE Ah5 5 M?Y 1.4d "'^ CAPA-CIrY OF 2 TONS PER SO.FT.BRACE RETAINING WALLS OR FOUNDATION WALLS AS 604.2APPLICATION.LEVEL 3 ALTERATIONS SHALL COMPLY WITH THE • REQUIRED.BACKFILL WiTH APPROVED MATERIAL,BACKFiLLING UNDER SLABS,AROUND PROVISIONS OF CHAPTERS 7 AND 6 FOR LEVEL 1 AND 2 ALTERATIONS, PIERS AND ON EACH SIDE OF FOUNDATION WALLS SHALL BE DONE IN LAYERS NOT TO EXCEED RESPECTIVELY,AS WELL AS THE PROVISIONS OF CHAPTER 9. �•. CO,ti,•'.:TION SHALL BE 95�OF MAXIMUM DENSITY AT OPTIMUM MOISTURE SECTION 005 10 JNCHES i • CONTENT.EXCAVATION MUST BE FREE OF WATER WHILE FOUNDATION WORK 5 IN PROGRESS. • _ :'" TRUCKS.BULLDOZERS OR OTHER HEAVY EQUIPMENT SHALL BE OPERATED WITH CAUTION AND ` T IN SUCH A MANNER AS TO CAUSE NO DAMAGE TO FOUNDATION SYSTEMS.. ' CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FOR RESIDENTIAL DISTRICTSAll--\Fin,135trit, , I-I_ - ------L----------------------------------- I I r r ,r r�r.tT .__-.----------- rr ; iI I IQUM r IIr :.I I 1-----1----------------------------------------------- i I 4 I r 'rr�� 4 0 '[.11�ui>>�®lL�li��r r 113:Li813I�%f r 1 aldr 1W .>• 1 I e �� rI_I� SURVEY' l0 IT## AS-0 ILTIFIt SUIT L--------L _j -�-T. .• THIS BJILDIfiG�pU-T BE .STED E x' Q REQUIR I r �� L;'-Ree1A.F I��( ij�� 8;f `0 SSL� � � 577 -� Iry TIO4 y Pp . 3 ii �J 1� •,`...�•��D V � FRONT ELEVATION T :;�dr �;� . �d � Flt� �� 2 5 2025 SCALE: 1 4" = 1'-0' ,. FEB v RE:31 Boxwood Place Colors and finishes 1 F row 1-Light Matte Black Motion Sensing Dusk to Dawn Non-Solar Outdoor Wail Lantern Sconce with ' / D FOR PPJUNG AND i'�I:M1t e Clear Tempered Glass(2-Pack) Siding Painted cedar shingle light segal grey i. �' BUiLDI C: INS�'ECT ��. Rol v qussltans a Anmvors(5t1 _. r �i 'C4 `�;"'�"• ,r,c'n r r _ - Trim A.zak or Equal composite window trim wood eaves painted white i E :`�,� '�c•,� f ,�� s Columns White Azak Roof shingle existing timberline shingle r v. I .-tiY .. .�lq�w:•p•C•'..��,--. Y7•� , y,..:.r-s'-•�^n.�ts+ �.� FFR_ + Railing i'ront White timber'tech hndemark railing white composite square balusters 4 2-125 0Deck Railing tunber tech builder rail white and black metal balusters top rail to match wood INFORMATION FOR PLOT PLAN TAKEN OFF ON moTforlspnsbr I decking FROM SURVEY OF PROPERTY BY: ' Decking Timber tech weathered oak composite y' --r Brick Whitewash stain LALSA LAND SURVEYING c° 1' c i f r Stucco Match house color 172-24 93RD AVENUE N , 04�' a�"I� Sh o JAMAICA,N.Y.11433 A 0 o PVC PC .►:..)F L,s s 1 tl�: t ^.ff 1�- �� Light fixtures Black w (917)882-7394 ,4, � �_- >;..f-' ,t\i(Vr Metal roof Deep gray color („r V GOP AULLALSAOGMAIL.COM < ' oo DATED:11-22-24 c • �� , .� ��F ALTERED BY:JOH ON N G./29/25 SCARLATO JR. CHiTECT fy gYMM i W< Ak AA I w .II TO INCLUFRONTDE(BUT NOT LIMISIDE,LEFTTED TO); YARD I .RYE BROOK ZONING COMPARISON CHART REAR SE�TBACKT LINES IN DASHED AND �< � a SIDE I ; RECTANGULAR SHAPE. „�� = "•-• { ADDRESS: 31 BOXWOOD PLACE SECTION: 129.69 BLOCK 1 LOT: 27 ZONE: R-15 "DIMENSIONS TO SAID SETBACK LINES IN v < wff 1 • - FEET FORMAT(x'S.B.). �Ii [�] 1 - ESTIMATED PROPOSED NEW SETBACKS I 4o.a, - • a AS DELINEATED TO AREAS OF PROPOSED _ ZONING REGULATION REQUIRED/ALLOWED EXISTING PROPOSED NEW CONSTRUCTION(IF APPLICABLE)IN • Hover lmapotoZoom FEET AND INCHES FORMAT(x'-X"� I•TWEST M -, ? LOT SIZE(ACREAGE!SQ.FT.) 15000 15765 16755 *RECTANGULAR HATCHED AREA(S) - A- A STONE cluie -- - LABELED"PROPOSED(-)STORY GROSS FLOOR AREA(F.A.R.) 3308 2527 25Z'T }, IGi I� `CdcYL ADDITION". BUCKLEY RESIDENCE. MINIMUM FRONTAGE(FT.) 75 241.29 241,29 *DEPICTION OF NEW STAIRS,PLATFORMS, r ASPHALT DRIVVAY31 BOXWOOD-PI AICE.- DECKS, WALKS AND MISC. AS REQUIRED, HORIZONTAL CIRCLE DIAMETER(FT.) 100 103 103 ALL LABELED AS PROPOSED. STONE CURB .YE BROOK, .•• Dellant Maxbetect 2400 Black Motion Sensor Wired Outdoor 2-Head LED Security Flood Light 1400 THIS PLOT PLAN IS A PROPERTY ■�� SURVEY. ONLY A SURVEY CONTAINING ° ,� Lumens FRONT YARD SETBACK(FT.) 40 64.2 G THE INK OR EMBOSSED SEAL OF A --E ** tk yin v Ouestlans&Answrers(36) ONE SIDE YARD SETBACK(FT.) 15 19.6 N/C LICENSED LAND SURVEYOR IS A VALID • <[ A A LEGAL DOCUMENT.THIS PLOT PLAN IS J ND INTERIOR CORNER FRONT YARD SETBACK(FT.) 40 39.7 N/C FOR DEMONSTRATION OF ZONING d IZ ALTERATIONS AND COMPLIANCE AND LOCATION OF 2v REAR SETBACK(FT.) 40 47.9 47.5 PROPOSED WORK ONLY. ` A TIONS MAXIMUM BUILDING HEIGHT(STORIES/FT.) 2/30 2/23.6 N/C YARD HEIGHT SETBACK RATIO FRONT/R.SIDE I L.SIDE 0.611.6/1.6 0.31 10.76/1.31 NiC 1 N/C i WC SEAL: MAXIMUM LOT COVERAGE MAIN BUILDING 16% 8.8% 8.9% ropm O-MP YARD � MAXIMUM LOT COVERAGE DECK 4% 1.47%(232) 1.53%(242) �,� LE' L•y7 We45110"of I o �� n n L ` MAXIMUM LOT COVERAGE ACCESSORY BUILDING 3.5% 0% 0% 4ti6 �� • A MAXIMUM IMPERVIOUS LOT COVERAGE 5496 2609 2821 r; ;i,.)O A MAXIMUM IMPERVIOUS FRONT YARD 35°k 10.7%(908) WC NOTES: ,, 0?�s?fir'{r�'J`cl S 49*04�00" ■- • FRONT YARD AREA: 8507 ASPHALT SMMT CURB BOXWOOD PLACE ,. L fl�t(Ll�i'L 51 Ll GI fi5 JOHN G. SCARLATO JR. PLOT PLAN ARCHITECT SCALE: 1" = 20'-0' :fit'•I fly. + .1I .C I 'I � I 1. I _ .l J f. U l J • J J_HE� _ _ 4 _I L IJ t r 12 �. �1=_ l I J _ _ • I I 'il IJ� I I L DIY I lu I►I_ �I .J. J I � t � •;�,,;�.:. LUJ._U LU U._LLL� ll J LJ�J- ��_UJ_1J_J1_L� I._JJ_ L I_u 11Jj. I.LOLL J JJJ1 I:I�I,��1�'11_U_LU_J_L - A�►�WNPOW PEPI ACE l EWEF.E I_� G4A55 WWFLA5Ng4G - - REPLACE LIEU... _U _U._ �1h _I_U.l_ .U-••.-ll it-1_l.J_�.-1..._ -ftnOZIO _.l -.L aA55 _J_1_.1.1_.LL.J•_U_. _1 L �P E STAWU4G SEAM TW2l0310 iW210310 _ I FMCH X1511NG 5MHO �} McTA.RoaF ..1._.I.L _.I I_.1. _ ___ I? __ _ 1 _I LOMPosIrE SOFPPIf ANnFAsaA • .. I ftA1_UMWM GUI+fER NI,MRMM5 t I I I II�.�L 1i1.I 1 17_..L�I � L►1 t IT L I I. EMOE avow CW051ff I VPPPEVRAMN%V AL _ WIAVER COWL UVI1HfRUd coMPo��1E �_l__I_ I-� LLLI. I I _I_ MAP _ PArcH II I _ =1 I ..•.. ��. DOAI?1750FP1f ON _L U1 LI I�H_�, �IE)aS w —I- IL -L__ J___ I II I I -C Knfia WiNDOW5INPOV aa. �-+ U G A51U e _.. -L W -JII i J, I - �� E%IsswGRouG�loPErtNunECORAJI COMP0511E DP,A Rd : _U L- LC23 WOU �-U -L _...I I..__LL C13 w�RI�I��OVP� _1 j I I 3)iw2892 a'I:. :---- I /WD(-TRIM A5 i'�Ol6REn coMPo5I1E r1n x�n14u DRILK I `-I I—+- PArcrl �,�, , L bcb P05f _ .I_l.._I I__.LI_.I_ _._ LLJ_LL LU_i_Ll.LLI_I_.I_.I_ -U_I_.�.� '— --I� - I COlR'051fE j' ••; el ltSfONE I I I L COMP0511E MN65 WItH J_L_U J1- �_-.I I..__l_L4_...I_I.1.1_.I.l__I_U_ L1U_LI• P.AII U4G5 v,�N 51DING As �U. �I I_ _ "D&U5,Er:M NdN FL�ral� � p - •-- �"vAl.usrER Rohs �Eou�n .__,._I__1-• — _ I — - - - —- KI.nPL00R _ULI ,�,I�� _ �� I�UI 1_I_LT la__�L1__L__I.I�-LI.:_LI_I_-1- LJ-I_LI cOMP05Ife U-L__l_1J�I_l_..l_.._1-11-111_I _J_I�_ _. _ r�wcoNlPoslrEcoMPoslrE :1 I I I I I I I I wwnRAaI NEW I%I2 c0hV051re amw ,' c r. L -. I I I I P.IM.1015fWRAP51uc A M5N r ❑❑_J-I J. M❑❑ I J �I —L LLI_IJ- WInE 5rA1R5 _� - DLL1:5T04 iP,EAnS - ^�. 4W rCLKM _ _ NEW(3)F.T.2d2 DEAM HOR1ZONfAI.nECx1NG ON r. ❑ E% VG ❑ J-U-L E ❑ . �J_U�I�LI J_L_1 CpN tE .LU_LJ J-LL I�J - — �- F.T.2xh FRAON --- _ h�WP.T.bcb POSroN r OOR 1�L DOR r L I I I RISER DALP.ERS I CONCRctE 5YIP50M ADU66 MlCH= ;.. �-1 A-i `.c` 1_L_I L I I I NEW 4"COI4L�fE NEW 4"CONM1E�''' ❑❑❑❑ El❑EJ❑ I I LAMD046PAD LANDNGPN7 r nEIXNGfr ADSA'4n NEWS I L_-_ hI:W h8 YAnE SfA�RS YVIN J L J L______T J 5oh01t1DES3 6 e --- --- ------------------- ------ - -I-I ------------------------�CONp0511PJ�ERDALKERS --- ---------- ------- - D�.OWGP ,. I I �'NT9 1 I ------------J---J I I — -J---------U------- J—LI I CAI Ir— II ------------------------ I r— r_I_I.,. rI—� L_--�---------------------------- I _j IL-J--------j REAR ELEVATION RIGHT SIDE ELEVATION TinmberTech ,1 ' •try AUK Pultding Products SCALE: 1/4 = 1 -0 :4 SCALE: 1/4 = V -0 .t ll�.—.._r.'r.C-��-—'mow =.�•,51x"T,,,.,� �4 ;��. • TM Trademark Pall k' DECI(BOARD SIZE,5.5•X I DEFINED. REFIN90- BOLD. Builder r Rail I e Th.stem Tastefully elegant details define the Trademark Rail system. I s;8 1 � � BOLD. MODERN. IMPAC'rFUL. ; timeless profile features a subtly curved top and beaded detail ; while Flaunting solid construction. TOP RAIL SIZE:3.5'X 2.e- 1 Universally appealing for all home exteriors,Builder Rail uses a ' . �E I ' deck board as a top rail making it easy to coordinate with your new deck color.This application showcases a thoughtful and stylish design detail-that also offers up the perfect place to set a drink. I-IL Y TOP RAIL IZ&.6'X 1.6- IF; T:.:f �tr. John G. 1 PAfCHE>OS11NG SQ7U��, Scarlato Jr.J_. _- A5 MOUMn lLl_ _I._ _I..I�.L _. REMOVE WR\VoW 12 _ , . _ � _ _I L J. i '' _ nl�law wu�lnawl5Z A rc h i to ct _1_I. I I ram 33 B Hill Road T -U U�..0 LJ I y . C,�fER5 Armonk,NY 10504 art I I - I II II II'� II 2�1oI.EnGERDon>zn EwSnNG - I I I�_ J- L1J_U_ _ 0a1w fo 511,1515 fc? Phone:(914)273-7350 a If AffACMY4Nf Wni JGSCARLATO@GMAIL.COM I I LFlMKeY OM4 I('1 CtMq -L h'EWF6A5f9NG SfhiP50NMJu5fADlE NUAL AM 210 10 RrLNPw4 R5 10 0 12 &Iro W-K soFPlr P.o01,M61, HP v L = JJ _�U�U_l. _J_l.l_ _I.J._U_.._LL_1_. I_.I_ I_�_.I_.I.1_J_...I_I_J_1J_ 1J__ NEWALUMNUMGUffER 2�4rA5anDOARv nESAmniv9/01.AFiE1: ANnLEAVERPU'E5 tO .�u�'.k.l=a�s�1>>Pac� DEAMNdnI•EADER 31 BOXWOOD.rL,&cr, _ �• ' 1 L . _L.: _ ..LL�LJ_ U_I _ _f�l-'L'�1.1�._ �)'Y I_• ..._. _._I_L: CO+W'051tE ,__ COM°OSIiE SOFFIT 2ch PI.ASE AfOP E�EAM FOP,hElGiif 51MPSONDCSZ-5/655tMOR17 EEAM ANn ALIGN I�Af7ER V17N (3)Z1 REAM AI`V FEAMR posr eEAM coNNEcroR RYE BROOK, N.Y. 10573 LJ _J_U I _U__L1J_I11JLIJ_IJ_1..1_T U__.I_l_. 1•EAMR WIN 1RIM CANfll.E�R COW09M a"IVA airtERS .- n05 2 DEN A1d7 cauPoslrE DEAD CON1 L�IJ1_I_LU_J1J_LU�U_ 1_1 J-1_LI ._I 0A Q I•FIf 014 MRVM M�-f-, — I I I iI T c0,utbo� ADDITION AND INTERIOR -- --� - J_�L_�_LIJ_LI__L1�LU_J_I - FANr m5nma a vRAacErs riPAPPEn 6�6 ALTERATIONS AND COMPONre 1AWPEn P05f COMP05111!M140VAIMlilt 1-1LLL_�J —�U_ _U_L�I_ I _ �. 6,6Pa5f NEWR95row L RENOVATIONS "DALUom FOV5off U�_U_U_I_I1J_LU_�_U_LU�..U_L l�Ll-U I�1 IL L LK6014RAwn NEWCONPosI1E FLAGSroNE P1Ew MCKNG WIN FLAGSTONE FLOc?OVEN EX15rING 5W.'50N ADU6655 P05r raw 1�2 cOMnaslrE -�_L.U_1.1.J_.L_.LiYl-rl.T 11�11•<._ _I l._J._L.I.�U___I-I.-I-L-a. PIELn F OL ___ � > _ MM.1019fwKAP am Am -_.-__-- ----------- -------- NEw<3)P.r,2%12 DEAM �. .••••- _.• • .- EXTERIOR ELEVATIONS CO+FI NMw 51trco 5rooP SECTION S IOR1zoNrAl,nEawG ON — - --� �I�' •. _' ratty T'' .•: ...-_•�• '. '. sluLco FIImSN SNEs�4v RISERS WARNING: • P.T.2ch PP.AA9 I•' G45 G43 DLLE5fONE tVW5 I4EWP.r.6c6PosfoN I' �;:" �l'I' I'IN54' NeWDLLE5f0.9 THESE DOCUMENTS ARE NOT VALID UNLESS IW5ONM8U66ANC M17 t I k>u i,a SEALED AND SIGNED IN INK NO SCANS INro coNCREtE I• :' ^` I E>a511NG 5ro0P MCONCREtE s1EPs ' ' STFFOUNPM0N5 REPRODUCTIONS OR COPIES ARE AUTHORIZED r=1 coNc-fP ( I I I I I I l BY WITHOUT WRITTEN AUTHORIZATION OF JOHN so211AM 53 6 I I I I I L___—______- G.SCARLATO JR ARCHITECT. QED Afj DRAWING NO. DELOWG!?N7EIdUNW�IM�I M _ _---__--_—_---_•—_-- --_--_—_—_—_—_—_—_—_—__--_—_—__—_---__--_--_—__--_-- '� U LI--L------------1---1--------------------------- I _j FURTHERMORE; �5 SCA�;�q F� _ __.1.__._.I IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE ECTION OF A LICENSED ARCHITECT,TO LEFT SIDE ELEVATION PORTICO SECTION ALTER IN ANY WAY THESE SEALED AND SIGNED 00�rT!�N ~ » = 1�—0� DOCUMENTS WITHOUT THE EXPRESS AND 0�.. 26� SCALE: 1/4 yoQ = 1'-0 SCALE: 1/4 OF CONDITIONED PERMISSION OF THE ARCHITECT. _ `� J N.I.CONNECfOR5 AID 51NJI50N 5fRON6 flE WiM AVANIZED ZMAK COAflNG OR Sf KE55 STEEL WAM 10 Ptr ALI MIENE noop°°°t C 0 N N E C TO R CHART /u wreteR5 is 51Nd'SOJJ 5wm DF.IVE Saw oR tJAILS ALL 51i01w FWVC EOUNAIENf FIM51'I couw m CONNECfu LEGEND 00" moor oo°r 1JOfE:tib AI fEteJAiIVE C01Jh�CTORS OR FASTENERS 51iN L DE S1D511NfED V19tM0Uf COIJSEIJf OF T}{;N?CFUfECf. LUG'/m TO R cxvA zry ROOF FRAMING ROOF FRAMING ROOFFRAAIiNG TYPE MODEL# COATING FASTENER-NAIL[()SIZE] FASTENER-APPROVED SCREW[()-SIZEtJEWCON91t31C1lON t}VENT PIPE 9"VENT PIPE 9VENT PIPE IF CONNECTED J015f M IaR LU5210 ZNM (4)014B x 3"ejol5f,(a)0.146 191 Gw/MR/LEDGER (B)S7"9-13"J015f (4)517 s 9.2"LEDGER NEWFOIAJ17A11ON ' TO OTHER VENTING APPLIANCES OTHERWISE 1}' O EA5n1JG CON5n3JGilOiJ fO 5fAY ,1015f FWJGER(DOUOLE) LU5210.2 ZMAX (6)0.162 15 1"eJ0I5f,(8)0.162 x�"ehEN7ER/Lg7GER (B)5D n9-I�"J015f (6)5D u 9.2�"LEDGER ..� p05f DASE AOU66Z ZMAX NOW f—----—� E145ni�JGti�d,;Dv I�bfOVED VENT PIPE P05f DASE ADU44Z ZMAX (12)OJ62 x 3" (12)517$10-I it KITCHEN �t �0°R�'"�R t I'VENT PIPE POWDER P05f/RNA 0052-3/6 ZMAX (12)0.162 x 3"eDEAM,(6)OJ62 x 3�"eP09f NOiJE itVENTPIPE OOM if VENT PIPE R t VENT PIPE 1}'VENT PIPE NIT I UF,PJLNJE 11E5 H2.5 ZMAX (9)001 x 2 j' (10)5t7 s�9-I�" O W1NrJ rl}}EfiER SINK n a LAV lAV STRIIJGF-R COtJ1�kGTOR 65CZ ZtAAI( (6)OJ62 x I pi„eJOISf.,(8)OJ62 t 3 qI"ehEN1ER/LED(kR (17)SD It I+� ^ ELEVATION LOCATION up 5z% T E7 it T LET TRAP 15151ONit5 Dffl ZMAX (8)OJ48E11"(NIO).(6)0,148xIH'(5MO) NOW tnw 1 B/SHOWE TRA t t'WASTE PIPE "WASTE PIP 11;tJ51UN 25 W2 ZMAX 2"Oaf AND WAffk (13)"x 12"5175 NONE WARNING: �Q l00 THESE DOCUMENTS ARE NOT FLOOR SYSTEM WASTE PIPE ° T WASTE PIPE VALID UNLESS SEALED AND TO EXISTING HOUSE TRAP AND WASTE LINE INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT SiGNED IN INK,NO SCANS, I. TYPICAL BATH PLUMBING RISER DIAGRAM TYPICAL PLUMBING RISER DIAGRAM REPRODUCTIONS ORICOPIES ARE rn C,-A 1 C 2020 NY5 ECCC--NY fA01.E R-402J.2 NOT TO SCALE awfe Zoh'E FwTRAnON I 5t'.YI.IQif CEL046 NRY OAS IJf A A 5LA0 P,•VN I�C 5PACE WALL AUTHORIZED BY WITHOUT b -F f0R 6 FENE51P.AfION%C -v UE R•vAA2 R-v UE i R- 19 -VA c d P-VALLE WRITTEN AUTHORIZATION OF 48(mcist) 032 1 0.55 1 0.40 R 49 R-20cr h B/13 RA9 10/0 10,2ff. 10/13 JOHN G.SCARLATO JR., FILER (tJYI VOLE 40Z1,2 ARCHITECT. r�( INSULATION AND FURTHERMORE' a.R-va'uas nre mIn'mrtns.U-factan or maamxan e .Wlrai kwattai is Insta'Jed in ca m Ahl wledt Is less U, die label or destcp Ihidr>rss of Uu hnulsUaL die mt-L-dP.-%-dwofOieln9aati„slia'lwl,beless than OwR-%Aw,,r-dnedn the Wk. SEAL: FENESTRATION IT IS A VIOLATION OF NEW YORK 6.16e rerostrattcn U-factor cdum euh&s skiMb.ilia SNGC cchmxi applies to 4dated fexstraUai.EreepUm:%4rdits marl be ettbd:d frao ENERGY C 0 D E l dated renostrabim%Z recp cements in donate tares I Ura413 wliero the%a ror such sTad*s dxs rot ercoed 0.30. COMPLIANCE STATE LAW FOR ANY PERSON, c."10/15"mews R-10 coaun s wAilatial en Uo,hiceor or erteam-of Uu lueoe cr R-13 cavity insiJatlal at UL:nterta•of U►:basement%7A. STATEMENT UNLESS ACTING UNDER THE d.R-540IvaddedtoOisreq,'redsWAicR-valvesfcrheatedslabs. �ED AACh!�t DIRECTION OF A LICENSED IL Me first vah a Is carAhl na,lahn the secaid value is caittruaes nsdaLbi,so"134•5"morns R-13 eiwRy bLgk*on Plus R-5 ccntk ms bwavm TO THE BEST OF MY 1,me secmd R-value applies then more then half Uw myALio i is a,flee intern of the mass.wall. 9� ` KNOWLEDGE,BELIEF AND ARCHITECT,TO ALTER IN ANY 0 PROFESSIONAL JUDGEMENT, r^ k THESE PLANSD AND WAY THESE SEALED AND SIGNED. 2020 N.Y.SJ tJEPGY CONSERIIAnON CONS(RIJGiION CODE 5EC110N R 402.Z.2 Cedirgs rAUah attic spaces. SPECIFICATIONS COMPLY OR EXCEED 2020 NEW YORK STATE DOCUMENTS WITHOUT THE W'fERE5EC110N P402.1.2 REOUB5 INEMKION 6MATER M P-50I4R-VN B5 11f CEILINC MP a M'1516NOfH ENERGY CONSERVATION CODE EXPRESS AND COND'lTlONED ROOF/CEILING A55EMOLY DOES NOf N LOW SUFFIC�Nf SPACE FOR ihE REOUtf D iJSIJ AfION,4E UNIM M BOUND p�� REQUIREMENTS i,ALAWN FOR SULK ROOF/R-VALLE all.Ih '1.L 1G ffi%MOWE5 5W DE R-3O.IN5111.AiiaN SW VER 0 LL EXCIV O "fop OF 4'>j. SP �4 PERMISSION OF THE ARCHITECT, At WALL PLAIV fO IK OUiER EWa OF SIGN PLATE AND 9iPt 1.NOf DE COMPF,E55Et7.M5 REDUC04 OF INnAiION FROM r�OF N�� It t;Ol0h1ENr5 OF 59CTIONR402,1-29KIL DE LIMITED TO 500 50=FEW*M2)OR 20 PERCENT Or'1K VOL U45lLAgt7 CEILING AAA,,AHLFewp 15 LE55.m REDUGnoN 5ftt,Nor APPLY fO TFE U-FACTOR/i-'fEl'xwz:N'poA N IV 5ECf10N R402.I.1 AND itE f0K UA&1DI!NMVE iJ SECTION R402J.5. JOHN G. SCARLATO JR. ARCHITECT PS,242 a 12"O.C. 5TAR 5fk'QaR5 AffACI•EV fO PS.2d 21IM.1015f WRAPPED 5IW50N H2165 POUDI.E RIM J015f WMI WfH lilt COMPORM tiFwIJE ne5 @ 51MJs5ON 1,505 CONNEC105 — —L 5W5ON 0052-3/655 EACIi.J015f TO WcRef6P05f P05f DE COiJt�IECfO.R ... (3)PS,2d2 DE t�l" ,,j,,,J. �J V51t/,PSON v .—— _.—.— --•�--I I- I I 14"CONMff I I N ADUd 655 POST (3)PS.2d2 BEAM DOLtEn fOiZffR VAH LEI IN.�ANG PN7 CaUtAJ DASE GN-VAUZED OR 5rNNLE55 STEEL DaT5 a 16"2 C0 Of-NI "" r v i LI.L i � _ g ______ _ •—^__„�———_————— —�— _ —___ DamDam1Jt.'ECfGR SfAGtktD TOP hVD DOffOtd"MIN.FROM Ct)GES LUNE OF F1Sf FLOOR I —V Llh'E or' P.T.2d2 LEDGER DO/V DOLiED f° FPjW�UJG A(jOVi FIRS I T FLooe I I FRAMWG wlH�""'M Daf5 a I� I-•--J FRAMING -� 16"O.C.SfACaMP 10P TO I NEW 3�'51EM la Cautm `'` " O,N WW W 06"d2" AVOW I M XI51fNG DorroM r'/�v.2 FROM EnGEs I coNC g F00aw U.V11ER l7EGK AND SfPdRS I I N I LINE OF IU.N.(4)5WP50M +J PS,2d2 LEDGER DOWN' I FIRST FLOOR %W WILL Ortiz 2145104 TIES AC 0 P.OSS 801,20 VAIH EPDXY fO DRICK II FP.AM�h'G I I I f:Xl5T1NG SfORAGt; EVENLYDI51,011 D o MgMi"iFR0UGH0af5 a 16"r II A� EX15TINO%OP%+ I t>ECK h O.C,SfAGGE1�l7 fop TO I A►Jn NOr NDf M0% DoffOM MIN.2"FROtJI EDGES LSE Of I I IW 24"FROM EACH I'M5f FLOOR I EN17 OF EACH LEVaR P.T.2,12 LEDGE POW FRAJdING John G. I00ARD 5IAP5ON 006TED f0 FRN/J1.IG VA1144� nDovE(SEE FIGU� 1.U521055 fl•f�DUQiDafSts I6"ot.l � Scarlato Jr. R507,9.2(2)ON J015r wai5 5%=v Top fo DOrw 1 pAZ A-7) f0IE176ER NJJJ.Z"F OM Et7GE5,J_ _ _ _ _ _ Architect a-- = — — — — — -- — —i• — — — — —- I EWER iP,AP I X�nu I ws 1 1 l Road INSTALL 1JEW 5/5"fa RATED Armonk,NY 1 504 wnieR i E)05iWG (;A% f 'TYPE X'aF5UM 0OAW CEILING -puR1J E Phone:(914)273 7350 REMOVE ow EXISTING 5f0P.Aa I REPLACE 1 5/B"F M90 IJSfIV L WVR-25 JGSCARLATO@GMAIL.COM Q E)a511NIG UnLffy DOOM G43 5f0P.AGE I UnLfTY ROOM Inn X,ap5uM HrQ4 t cN51fY Fi0f9aA55 DOA V WALL5 PAff iN5MAfi01J IN 26 FAA46 5/8"FIFE I M-D Ira X'i CEILING BAYS BUCKLEY RESIDENCE I I T n nmouJn��i I T 1-1 I III I I I (5/ 81 � 5fC—wM t0AP WME ARK% 31 BOXWOOD �C F— WALLEWR-25 RYE BROOK, N.Y. 10573 I M'GH tIJ51fY FIDERaA55 I I 1 IJ --- -------o-----------e---------- Off MARONINZO a--- --------o--I--------e---------- I CBLWC DAYS I EXISTING POSTS I I J t. AV DENA XIS11tiiG 1�1 INi907 Ewsi1NG IA�IM�tEl7 I E)aSflIJG1 ww3 ,5TEE fa cauMN ADDITION AND INTERIOR ONKIN aASEMENf I REMOVE an t3A5EMENt &V I ' 5/8"II�PA1ED CONCW9FOonNGUMR ALTERATIONS AND EXISTING GAP.AGE ��I D�oEARXDw�N.su GAp.AGE�.ro C+AP.AGf; �� '( �� C�EiM.INDOG� �� I 23 lNSfN.L AIEW R-25 EwSM'G RENOVATIONS G45 b Y0474 lilai DEN5ITY FIMA55 RI:NI/OVE an I �`REMOVE O I 1, S.C. DArf I14nAflON IN 2x8 a05Ef WALLS I ILII CELINIG DAYS -t� I INSTATE NEW 5/8".FiI RATN7 BASEMENT/F O U N DAT I O N IC I I TffX'CW%MDOATCEaiNG CONSTRUCTION PLAN E❑ ELECTRIC PANEL I w/ap ):❑ ELECTRIC PAWLI WA91? IF11 i. AI+Otr'tli'S! EXI511NG STOOP EX151lNG STOOP ��5.��CA�q7T C DRAWING N0, . �' �0 0 3 EX15111NG 511;t'S EXI511NG StEPS t7 2Ga,��Q Am BASEMENT DEMOLITION PLAN BASEMENT CONSTRUCTION PLAN �oF� SCALE: 1 4" = 1'--0' SCALE: 1 4" = 1'-0 �� One&Two Family Dwellings: • (3)The sign or symbol shall contain a alphabetic construction type designation to Indicat the (a)When truss type construction,pre-engineered wood construction,and/or timber constructlon'ls construction type of the,resldentlal structure,as follows; LEGEND utilized in the construction of a new residential structure on In an addition to or rehabilitation of an (1)If the residential structure Is subject to the provisions of the RCNYS,the construction type existing structure,such residential structure shall be Identified by a sign or symbol In accordance with designation shall be"V"and NEWLON51BNCr10N the provision of this Part. • (b)The sign or symbol required by this Part shall be affixed to the electric box attached to the (II)If the residential structure is subject to the provisions of the BCNYS,the construclon t+IEVYFOlP1VAilON exterior of the residential structure;provided,however,that: classification type designation shall be"1",1611","111","1V",or"V"to Indicate the construction classification (1)If affixing the sign or symbol to the electric box would obscure any meter on the electric box, of the structure under section 602 of the BCNYS. EX15PW CON5fUtION fO 5fAY or if the utility providing electric service to the residential structure does not allow the sign or symbol to be affixed to the electric box,the sign or symbol shall be affixed to the exterior of the the residential r_. 7 EXI5nm6 f0 DE Ref�t0�n structure at a point immediately adjacent to the electric box;and (4)The sign or symbol shall contain an alphabetic location designation to indicate the location(s) (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 structural components,onents as follows: O VOOR KWM the authority having Jurisdiction,the electric box attached to the building Is not In a location likely to be 3'-CY'mm.am wrH seen by firefighters or other first responders responding to a fire or other emergency at the residential (1)"F"shall mean floor framing,Including girders ans beams: Ar&PCNNr5 AA0Ve*e structure,the sign or symbol required by this Part shall be affixed to the exterior of the residential " PeRNdffev KAKWNL EVEN structure in a location approved by the authority having jurisdiction as a location likely to be seen by (11)R shall mean roof framing:and RMEN SOLID W&I.5 O WINVOW LFTMR firefighters or other first responders to a fire or other emergency at the residential structure. (111)"FR"shall mean floor framing and roof framing. OR OPEN P05f5MD P05f HANDRAILS ATTACHED TO 9 P 9 Y THE INSIDE OF GUARDS ELEVAilONAOCAiION NV WM•l.COMDINAilON5 SHALL BE CONTINUOUS (5).The construction type designation shall be placed at the 12 o'clock position of the sign or x (c)The sign or symbol required by this Part shall be affixed prior to the Issuance of a certificate of symbol over the location designation which shall be placed at the six o'clock position of the sign of FROM A POINT DIRECTLY OPENING , , occupancy or a certificate of compliance.The authority having jurisdiction shall not Issue a certificate of ABOVE THE TOP RISER BETWEEN WKN for ML Of GIWe� occupancy or a certificate of compliance until the sign or symbol required by this Part shall have been symbol. TO A POINT DIRECTLY BALUSTERS 15 fJkXVONINCi M M'VML 16 V I%L, _• affixed. if G1W A RNA DCNtA31 E5 ABOVE THE LOWEST SHALL NOT P05f Mt151De AfrKFeV ; s"DIAMETER AS A P��A RISER OF THE FLIGHT ALLOW 4" fo flhft RM N (d)The property owner shall be responsible for maintaining the sign or symbol by this Part and 5fA1R 11:E/V7 N� t17 AS WELL AS MEET SPHERE TO ;.tO tE IK ) WARNING: 6eM'eeN 5 ND THESE DOCUMENTS ARE NOT shall promptly replace any such sign or symbol that Is affixed to an electric box when any change or ,,;+<a � 4'r.�. aml KAWPAL5 MINIMUM CLEAR WITH PASS KA111DRNb 15 CONiiNM modification Is made to such electric box.The property owner shall promptly replace the sign or symbol 1`(5�� a''' ' Y'l:'.�;> DIMENSIONAL THROUGH, FROMAPC�WiDEECiLY VALID UNLESS SEALED AND P P Y P P Y P g Y -:i,� � :,,•-.<<:.. �•lAt.l.De b this Part If such sign or symbol is removed or becomes damaged,faded,worn or otherwise less -:.z;'` �:;. '.,I�:;: n REQUIREMENTS fflft 1W fOP P.15ER d SIGNED IN INK NO SCANS Y Y 9 INN.31.5 ame wlVrii "'"' �' '` REFLECTIVE conspicuous to firefighters or other first responders to a fire or other emergency at the residential •tA,.: :a-. ",Ylr., t0 A P01Nf 1711CiAY ,-�.. ••-�:: 4� HANDRAIL STYLES CAN ,,., ADove4eLOlheSf � REPRODUCTIONS OR COPIES ARE structure.The property owner shall keep the area in the vicinity of the the sign or symbol required by glz;� J,•.i!: ;:f}, ;�,;_,, WHITE 4��MAX. VARY WIDELY,BUT MUST Wei!Of fie FAIGHf AUTHORIZED BY WITHOUT r is• ,�._ 4 this Part clear of all plants,vegetation,and an other obstructions that may hide or obscure such sign or �y'?r "'E: ' pRO.ECfiON ALL COMPLY WITH 2O20 P 9 Y Y 9 -�. �}I, SOLID symbol or otherwise cause such a sign or symbol to be less conspicuous to firefighters or other first REFLECTIVE RED F' =?_')': ' WALL FP.OMWAAA RCNYS R311,7.8,5•8 AND <4" WRITTEN AUTHORIZATION OF � ` •:'��"�" �rii responders responding to a fire or other emergency at the residential structure. 4 =,�:•.I:°d `?�;; OR OPEN OR P05f R607.2.2 FOR GRIP SIZE JOHN G.SCARLATO JR., PANTONE#187 .:Y, >. POST 29"MAN. iW0 VERIFY ANY PRE _ :I_ (e)The sign or symbol Indicating the utilization of truss type construction pre-engineered wood sFr�* -/-� %'"` {,'i?•. '' MANUFACTURED ARCHITECT. P g �1w j'sa ?sl RAIL P S HANDRAILS ARE IN v R= FURTHERMORE' construction,and/or timber construction shall comply with the requirements of this subdivision. ? ,l: y? aN: A'�t15eD - ' P Y q =k. COMPLIANCE WITH - ,,'�� II, � IT IS A VIOLATION OF NEW YORK ,. 1 The sign or symbol shall consist of a circle six Inches 162.4 mm In diameter,with a stoke of MANUFACTURER AND/OR {) g Y { ) ; ;. STATE LAW FOR ANY PERSON t +; 1/2 inch 12.7 mm.The background of the sign or symbol shall be reflective white In color.The circle �;f"•f taa, .a' k!, - t ARCHITECT PRIOR TO m ( ) g g Y y.:. ;, 31.9 MiN. ors PURCHASE OR UNLESS ACTING UNDER THE and contents shall be reflective red In color,conforming to Pantone matching system(PMS)#187. ?r M VPA 15WEt7 INSTALLATION. DIRECTION OF A LICENSED ��=�•' OPENING BELOW BOTTOM (2)The sign or symbol shall be of sturdy,non-fading,weather resistant material;provided, "`�'CNy!";,::;;5';�:4ri'"r 1/z" RAIL SHALL NOT ALLOW 6" ARCHITECT,TO ALTER IN ANY WAY however,that a sign or symbol applied directly to a door or sidelight may be a permfnent non-fading '"''�°'�r j'- S Ro E SPHERE TO PASS sticker or decal. The construction type OPENING BETWEEN THESE SEALED AND SIGNED designation shall be WALKING SURFACE AND DOCUMENTS WITHOUT THE "I","II","iII","IV",or"V" Mw DESIGNATION FOR STRUCTURAL GUARDS SHALL NOT EXPRESS AND CONDITIONED to Indicate the construction ALLOW 4°SPHERE TOclassification of the COMPONENTS THAT ARE OF PERMISSION OF THE ARCHITECT. TRUSS TYPE CONSTRUCTION PASS THROUGH.structure under 3,0„ALL RISERS TO HAVEsection 602 of the BCNYS. FLOOR FRAMING,INCLUDING BACKERS OR M.0.EM, GIRDERS AND BEAMS MODIFICATIONS TO GLEN; IS�°'r0 LRE E L ° PREVENT A 4"SPHERE ik DePM ROOF FRAMING FROM PASSING THROUGH VA�MION c > ° ° FLOOR AND ROOF FRAMING IF TOTAL RISE IS NOrfo L L GREATER THAN 30" eXLeeD" COW0511E UTCKING fttV5 AND CONJ'0511E RL�ER DALI.EPS COMPOSIre WVJDRAR.S �Nf<'S01J AAI144 COl1�'O51 rE Ix FRAMING WRAP 1MM"DALUSreR ROVS f0 CONCRE COW0511E RNLIN01W11i p4p�Lf tw caunw II5W50N 7ff2 VE�PW E51%M5Af EX15%'6e=C014WMaY II �F 5PAN5 N-L iFk'Ce Y&VOW5. OVEN5 eKN R/uA1NG Post Nt:W COMP05ii�17E:CK �y �y�/�y,A�,N 1A I I 6 N11/ I REPAACe IF Nor.REPL/W f171[I(2)li"I A—"LYY �L( o _ II t"x 6"COMJ'051te NECKING DOAV5 �� t7d�lL'� •• ( I I SIDER ------ '�� 5f��n�wlLlt� III r�� II I L_ I I N3 MOVE sect;FKNr I II II — _ —-- — — — JI iI�w A0•E R J� ---, �_-- OA OA DEN�Ni LeD�R e>a D sPni3CNKG LO CAi�lOLN/�S•/[41�a_ � (IIIIIII (r��a I II I7'. • O VIER FAMLYROOM AWe FOWPDX f J ri AI.11h, M e%1511NG lima .'. 00 MOiFLA{N AfEX2105 f0 Ce&,IN AV r 1 1 16 A`ONRY PAfCK17 fO MAH o-- . John G. (2)W4410 Iim OVR FRFLKE nfRMovv w OK FLOORteMP D G/55 DO/ _ __ILL .. 3)14 x 9"LVA G1.f PAMLY ROOM 49 P;l POST Scarlato Jr. W-C 5EEL ff4A_P.XP05f 58VE5 ftl. PLAiE5 __---L__ Arch.tect opm wn Gtlf POWOcR I i FOE WW� N�v►•MR �,�� ti.O I v c 2!, 33 Byram Hill Road '� j e 0 Armonk,NY 10504 I 0 H itiFI w New IOU I i KMPLAWOOM Phone; 914 273-7350 G11f IJtQi�N /III IZP:iH15I{'.A SrE W5 I o> pcIe ) II _ - JGSCARLATO@GMAIL.COM G„ ._J �K C LJ .3i,orr o 1 4 G li'W PANS PNJtRY BUCKLEY RESIDENCE Move; lop s elves „ cm 31 BOXWOOD P1 A-C.: , r� 36 O (2)I�i9>}L% ----------------4�4PS P051 RYE BROOK, N.Y. 10573 �prpyE � �_______________ ! POLKEt — — 3�5�E ' RA9 ItJGS — __ FENOVE " wN.L------ NSW p,�r!-r1104 NEW 0 Q1PN�AND »�c01 u" Pnfai OAK FLOOR �Dr sfAIR col�PaNY _J 3 L0 i PAfOi 09 FLOOR ��n >;X1513NGUViNGP.00M — — — a N . nSREoul? ADDITION AND INTERIOR W1W5fwy FoY' ALTERATIONS AND NEW OAK FLOOR „ exlSmuIov>rR . HISIfi. Oy -� Z �tsrr►G pt p N HN 1�'"-�`' S RENOVATIONS �m �I�i'IH6 oFl�I` 3 NewIni a v`. ir- i I --11 fl, 171NN6 ROOM I:X15SlNG DUJING ROOM �A 2&60 7i-o'' 4 Flt�!sNF i�rN�IC �� -— - --- �-s'• verrFY ewSfiNG� coNnrF.Naa.Y WRY FIRST FLOOR 5PN45ALL fee MVOW5. � o 91"ALL 1NM WLWOW5. IF NO i�f'I.ALe WNiH(2)l"s 9z"LVL m -- IF Nor,N Pw!Ce imflic 2>1"t 9111 LW CONSTRUCTION PLAN ^A 0 0(3)iYV34gl=—— I -c 3 2 \_ew5f w cm a evErn394�0 eNa5nNG cma.e\mr- NEW PORilCO OV�f? _ — — — exr-,1NG 5f00P COMPO a/ ooARV DRa PNNf E>aSrNNG DRiLK '�-jN.t�l po✓�I N Hew — �— ; r3LLe5fONi 5OFf1f ON�V�EtEt;IMM { �`�q�R�G� DRAWING NO. �H/� — — — — FLA65fOW FELP FLOOR �e, � q�0 FIRST FLOOR FIRST FLOOR � ��Y&APPeD = e NEW 5AM zr 12I565 N117 5IM5 DEMOLITION PLAN CONSTRUCTION PLAN COW05111!"T 02526o•�.�Q� NdD,liAt�12A1.s r r > > >, ,-- r OF N .r SCALE: 1/4 = 1 —0 SCALE: 1/4 = 1 0 LP O\W��Sf S ,�- 5 R ov�R EX15fiidG46 CON cONM DEMOLITION/REMOVAL NOTES: PRE-DEMOLITION NOTES: 0 WINDOW SCHEDULE NOEMI400=5-Low'E4-WItN51MU.rw171Vmwwairwu5-fLLL1N51:Cf5C1TI;N50AHfI;)4IifRI0?ttA"/0f0MAf0HFX151IW(VEMw0i0McR) LEGEND 1.BEFORE PROCEEDING WITH WORK,EACH CONTRACTOR AND SUB-CONTRACTOR SHALL 1.THE OWNERS AND THEIR CONTRACTORS SHALL BE FULLY RESPONSIBLE FOR INVESTIGATING, THOROUGHLY EXAMINE THE EXISTING CONDITIONS AT THE PROJECT SITE TO ASSURE THAT THE SCOPE IDENTIFYING AND ABATING ALL POTENTIALLY HARMFUL MATERIALS WITHIN THE STRUCTURE THAT O MAIM xfuwg i'NwI lXwcR r4mL ROI1@��N�NG n EEO, u-FACfop 9a 1401E5 NEwcON5Mx1u9 OF WORK CAN PROCEED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, CONDITIONS MAY BE DISTURBED OR AFFECTED BY THE PROPOSED WORK.ALL REQUIREMENTS OF N.Y.S.LAWS FOUND THAT WILL ADVERSELY AFFECT THE WORK SHALL BE REPORTED TO THE ARCHITECT PRIOR TO AND THE REGULATIONS OF THE MUNICIPALITY OF THE PROJECT SHALL BE FOLLOWED.NO A Au90M 4005EI95 fM4410 9'-6 g' 51-Oi" 8 0.30 0.28 NEWPOVWAf10N PROCEEDING WITH THE WORK SET FORTH IN THE CONTRACT DOCUMENTS. ATTEMPT IS MADE DURING OUR REVIEW TO POINT OUT ELEMENTS OF THE EXISTING CONDITIONS a mme5eN 400 5EM5 C23 4,01 0'•0" 1 0.29 0.29 0 EX15fiNOCON5fHJCfIONfo5fAY THAT MAY REQUIRE ABATEMENT.THIS STATEMENT PERTAINS TO ASBESTOS AND LEAD,BUT IS NOT 2,PRIOR TO THE START OF REMOVAL/DEMOLITION,PROVIDE TEMPORARY DUST PROTECTION BETWEEN LIMITED THERETO.IN ADDITION,ALL CONTRACTORS THAT WORK ON THIS PROJECT MUST C M M%N 400%W5 CO 2'•08"x 3'-C) 1 0.29 0.29 r--- u5nz fom wwrcly AREAS DESIGNATED FOR REMOVAL AND EXISTING TO REMAIN,PROVIDE TEMPORARY DUST COMPLY WITH THE EPA LEAD LAW WHICH TOOK EFFECT IN APRIL 2010. ' PROTECTION ON A CONTINUOUS BASIS FOR THE DURATION OF DEMOLITION OPERATIONS.MINIMUM 6 D 4105eN 4005ERIE5 1W2&12 Z'-10'"x 4'-4 3 0.3O 0.26 '<< MIL POLYETHYLENE SHEET SEALED WITH DUCT TAPE AS REQUIRED. 2.CONTRACTOR IS RESPONSIBLE FOR ALL HAZARDOUS MATERIAL TESTS THAT SHALL BE REQUIRED e � BY THE BUILDING,MUNICIPAL DOB,OR NYS LAW.SUCH TEST SHALL BE DONE BY AN APPROVED, E AIdm%N 400%M5 Fw I so�;c 5'-0"%6'-B" I W10 0.26 1/trLi-9 S1-x.x=-a swinS O DOOR MIMDER 3.PLUMBING AND ELECTRICAL REMOVALS:PRIOR TO THE REMOVAL OF ANY PORTION OF THE EXISTING LICENSED AND INSURED COMPANY AND SIGNED OFF BY THE BUILDING AND DOB PRIOR TO ANY F A14VMN 4005ER1 5 i IC010 7 0.30 0.28 O wIi�70WLErtEP PLUMBING OR ELECTRICAL SYSTEM COMPONENTS THE CONTRACTOR SHALL ARRANGE FOR THOSE DEMOLITION. PORTIONS OF THE SYSTEM INDICATED FOR REMOVAL TO BE DISCONTINUED,AND WHERE REQUIRED, G ANM%N4005=5 CWI35 2 0.29 0.29 9NYEF,EDGl.A% 9LEVAf ION LOCATION RE-ROUTED AS INDICATED ON DRAWINGS. 3.ALL DIMENSIONS ARE FINISH FACE TO FINISH FACE UNLESS OTHERWISE NOTED, x H AIdDER5YN400=5 CI4 2'-4"x4'•0t' 2 0.29 0.29 EG455 x 4.EXISTING ELECTRIC PANELS,GAS METERS OR WATER METERS TO REMAIN. 4.ALL EXISTING WALLS TO REMAIN,OR ALL WALLS AFFECTED BY DEMOLITION OR NEW I ANDEMN400%RC5 G43 4'-0":3'-O" 2 0.30 0.29 CONSTRUCTION TO BE PATCHED,PROVIDE CORNER BEADS WHERE REQUIRED;TAPE AND 5.ITEMS INDICATED FOR REMOVAL ON DEMOLITION DRAWINGS INDICATE TYPICAL WORK ITEMS.THE SPACKLE,PREPARED TO ACCEPT NEW FINISH.ALWAYS USE DIMENSIONS AS SHOWN,DRAWINGS WARNING: SCOPE OF WORK IS NOT LIMITED TO,AS INDICATED ON THE DRAWINGS,BUT INCLUDES WORK ON ALL ARE NOT TO BE SCALED. THESE DOCUMENTS ARE NOT s AREAS AS REQUIRED TO COMPLETE THE SCOPE OF THIS PROJECT,WHETHER OR NOT INDICATED. 5.BEFORE PROCEEDING WITH WORK,EACH CONTRACTOR AND SUB-CONTRACTOR SHALL VALID UNLESS SEALED AND ;r� 6,ALL EXISTING BUILDING PARTS INDICATED FOR REMOVAL SHALL BE REMOVED IN THEIR ENTIRETY.ALL THOROUGHLY EXAMINE THE EXISTING CONDITIONS AT THE PROJECT SITE TO ASSURE THAT THE SiGNED IN INK,NO SCANS, EXISTING BUILDING ELEMENTS NOT INDICATED FOR REMOVAL SHALL BE RETAINED AND SHALL BE SCOPE OF WORK CAN PROCEED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. REPRODUCTIONS OR COPIES ARE 7 SAFEGUARDED AND PROTECTED FROM DAMAGE OF ANY KIND. 6.PRIOR TO THE START OF REMOVAUDEMOLITION,PROVIDE TEMPORARY DUST PROTECTION DOOR SCHEDULE AUTHORIZED BY WITHOUT 7,ALL REFUSE AND DEBRIS CREATED BY THE WORK OF THIS PROJECT SHALL BE REMOVED FROM THE BETWEEN AREAS DESIGNATED FOR REMOVAL AND EXISTING TO REMAIN.PROVIDE TEMPORARY :Y WRITTEN AUTHORIZATION OF JOHN PREMISES AND LEGALLY DISPOSED OF AT AN OFFSITE LOCATION DAILY. DUST PROTECTION ON A CONTINUOUS BASIS FOR THE DURATION OF DEMOLITION OPERATIONS. LACAnON 50 poop G.SCARLATO JR.,ARCHITECT. MINIMUM 6 MIL POLYETHYLENE SHEET SEALED WITH DUCT TAPE AS REQUIRED. Fria FURTHERMORE' 8.ALL DEMOLITION AND REMOVAL WORK SHALL BE PERFORMED IN STRICT CONFORMANCE WITH 11 fo FROM WIDTHXL•EIGir LACK MATERI& fM. ►gym• f1waS ' LOCAL BUILDING AND ELECTRICAL CODES,O.S.H.A SAFETY REGULATIONS AND ALL OTHER 7.PROVIDE PROPER SHORE SUPPORTS PRIOR TO THE CUTTING AND OPENING OF EXISTING IT IS A VIOLATION OF NEW YORK REGULATIONS HAVING JURISDICTION INCLUDING THE BUILDING OWNER AND MANAGEMENT. WALLS,FLOORS AND ROOF.RELOCATE/RE-ROUTE EXISTING PIPES,CONDUITS,INTERFERING WITH I FOYER PORTICO 0.3'-O"x6'-B" LOCK a i3at COMFMIE M59014 WOOD EXItRIOROWE M2519ELIG4f5 STATE LAW FOR ANY PERSON, NEW OPENINGS. 2 FOYER Povar, LOCK 5OLV COM MASONIn 2FN9L. WOOF UNLESS ACTING UNDER THE 9.THE GENERAL CONSTRUCTION CONTRACTOR SHALL COORDINATE THE SEQUENCING OF THE DIRECTION OF A LICENSED DEMOLITION WORK AND OTHER WORKS WITH THE WORK OF THE PLUMBING,ELECTRICAL AND 3 FOYER COATCi.05U PA55PGE 5aroCOM MA50wrE 2P&M W1009 ARCHITECT,TO ALTER IN ANY WAY MECHANICAL SUB-CONTRACTORS. 4 5fA05 FOYER 2'-6"x 6'-8" PA%n 5OL V COPE MA50N1fE 2 PM% wvOI7 THESE SEALED AND SIGNED 10,ENTIRELY REMOVING EXISTING WALLS(SHOWN DASHED IN DRAWINGS)FROM CEILING TO FLOOR DOCUMENTS WITHOUT THE 5 StwY FOYER (2)2'-O"x6'•8" PASSPa 501B7 COPE MA50N1fE 2PM+EI W0012 EXPRESS AND CONDITIONED INCLUDING BASE,TRIM,DOORS,WINDOWS AND FRAMES.REMOVE ENTIRELY ALL MILLWORKS, iw COUNTERS,CABINETS AND ITS SUPPORTS.REMOVE ALL CONDUITS,PIPES,SWITCHES,OUTLETS,AND 6 5Y PLAYROOM 3'-O"x6'-B" 5PECUi. 5OLVCOPE W60NIfE 2PMfE6 Nem a WOOD WAVY DufYPoarvooRAt�l7ia PERMISSION OF THE ARCHITECT. ETC.ON ALL EXISTING WALLS TO BE REMOVED,BEFORE PROCEEDING WiTH THE WORK,COORDINATE WITH OTHER CONTRACTORS TO VERIFY THAT SERVICES ARE DISCONNECTED,REFER TO DRAWINGS FOR 7 FAMLYRo0M PLAYROOM 3'-O"x6'•8" 5na& 5aDCM MA50NIM 2PANE6 W&8 woov L•EAVYVUfYPOCKETVOORR0 iKACK THE EXTENT OF THE WORK.WHERE REMOVAL HAS OCCURRED AND EXISTING CONDITIONS ARE FOUND 8 FN&YROOM PANiRY 2'-O'x6'-8" PA55AM 501,117CM MWMfe 2F"I. woov THAT AVERSELY AFFECT THE WORK AND REQUIRES RELOCATION,RELOCATE SUCH ITEMS AS DIRECTED BY THE ARCHITECT AND THE OWNER. 9 DWROOM#4 ML 21-6"x6'-8" LOCK 5CLIDC0?E MASONIfe 2PML WOOD 11.PROVIDE PROPER SHORE SUPPORTS PRIOR TO THE CUTTING AND OPENING OF EISTING WALLS, 10 DEDROOM a CIA55f 2'-0"7.6'-8" FA55AO 5MIDCORE MASO%M 2PML WOOD ,I FLOORS OR ROOF.RELOCATE/RE-ROUTE EXISTING PIPES AND CONDUITS INTERFERING WITH NEW IT DEDROOM 413 HN.L 2'-6"x6'-8" LOCK 5"cope MMTe 2PAWL W000 .} OPENINGS. 3 z"FLAT DOOR TRIM 12 PEDROOM"3 Cw5ef 2'-0"x6'-8" PA551GE SaVCOLcM411E 2PP94 WOOD 12.CUTTING AND PATCHING SHALL BE PROVIDED WHERE WALLS ARE DEMOLISHED,INSTALLED OR VERIFY WITH OWNER MODIFIED AND SHALL BE PERFORMED IN A FIRST CLASS MANNER.ALL FINISHES SHALL BE RESTORED TO 0 DEDP.00M��2 WVL 2'-6"xb'8" LOCK SaIDCOEE MA50N1fE zPANE6 WOOD MATCH THE ADJACENT FINISH. SCHLAGE 14 ROWOM U2 C1,05ef 2'-0"x6'-8" FA55AGE 50LIPCOPi MWft HANEL WOOD -1. RESIDENTIAL 13.ALL EXPOSED ROOF SURFACES SHALL BE PROTECTED AT THE END OF EACH WORK DAY BY MEANS SOLID CORE MASONITE I5 LINEN IAL 2'.0"x6'-8" PA55AGE %WV COW W601411E 2PftL WOOD %- OF BEST STANDARDS AND PRACTICES.ROOF EXPOSURE DUE TO DEMOLITION OR REPLACEMENT OF LOCK SET OR MDF MATERIALS SHALL BE COVERED FROM WEATHER DESPITE FORECAST BY TARP.OPENINGS IN FINISH AND STYL 2 PANEL DOORS I6 HPLLBATH NAlI 2'•O"xb'-8" LOCK 501IDCOICMASONIIE 2PNJE6 wOOu FENESTRATION SHALL BE COVERED BY PLASTIC SHEETING AT A MINIMUM AND PLYWOOD IF SECURITY BY OWNER 17 KI, LAlWRY (2)2'-0"x6'-B" PASSAGE 50LIPC0ge MA50NIiE 2PAWL WOOD OF THE STRUCTURE IS AT ISSUE. PAINTED "r 5 z"FLAT 18 PBMARY PE-MOM HN.L 2'-6"x 6'-8" LOCK 50LIP CORE MAN119 2 FANEL woov :?' BASE 19 FRIMARY BATH POMARY DEDROOM 2'-6"x 6'-6" LOCK 5OLIP CORE MA50NIiE 2 PANEL WOOD BOARD 20 FUMD3A91 LIMN V-6"x6'-B" PA55AGE 5aln COM MASONIIE 2PA41. WOOD VERIFY 21 WIC PRIMARt'f moom (2)I'-3"x 6'-8" PA55Aa 5OLID COM M50NIM 2 P&f L WOOD WITH 22 PRIMARY Pum,001M 1'15MA°t'DEDIAOM 3'-0"x 6'-8" 'If W L 1501.117 COW MA50NI(E 2 PANEL MEOL s WOOD WAVY PUfY POCKEf DOOR AND fP.ACK OWNER 23 JNf NrAtV DASEMENF GA°a *2'-6"x 6'-2" LOCK 6 Pat STEEL 2 MEL MEfA6 FIRS RACED SELF CLO51140 FRAME IN RIDM170wOpe"NG John G. Vti1THVINTN5IONN.LUM.PEP.fO DOOR AND TRIM DETAIL MATCH EXIMWA 94 LLAiE Wai WA%ff,IN 5ELF PPJMING DRAIN CM55 OV,R-ftif PAff MALA11oN PAN AND DRYER VE1.917 f0 Cvw�S Scarlato Jr. 1 I0FfEED G FOR CAVITY SIZE AND PAfCIi E g.m IN cowLMWCE wITH WRxe N 0 T TO SCALE A.A55 FINI`f C5 t0 MATCH EX15fUJG N D O MIMIC)O 2�I'loria% •"�`' �'` 5 5PELVES 5 ICPLALE Architect WAIDVE REMOVE I ` �,�„�, WA R nRrER FI RRE5 ------ MTOW wwow ------- 126*Q RN Hsi- `�' 24 ----I F ��_� ,� I "= I - - 'i+Ir CIF IDA G'Y��1i;<`( 20 umlr rl_ADovE I r7r73 33 Byram HIII Road �'a �`---�� !' '�� ww7Ow W � I.AI>T`1<7PYPOOM � �L�AtH I� Armonk,NY 10504 {I I INo,� :.,� �( 1 ( i 1 mole/ '6EiIoO 19 NEwnLE FLooR f F N fw21o310 Phone: 914 273-7350 WrW&K I I G1tf WALK I I WtU I A°Y6At1C'.00M -aA�l evo INaD NEW ._._ # O JGSCARLATO@GMAIL.COM w a05ef I I IN-co5Ef I I ��( 1 t 11 t �- c npooM 2 l/ e°�f! f Wi1970W VWM D 90NN N t t lL6 OAK GUAPJ7 AND hM��/c� ' i�MOVE I I II �•ti / � ,, j �raovEl`i� � � I6 wPu OPEN W/U _ ;t6 i i I LLIN�ER ro rMrcl� ,� IN 17 rM .5 fo CODE _ WICK C Off 51 18 -a,�SrA�COMPANY 1=��„E�-- EXISfwG G'EI�?OOM#2 EXiSMG,INSLLAtE � 0 - B U C K L EY RESIDENCE 6� // �\ III 1 I nmCPLL6 DA11N AWL n�JF0�2 s I � �Ny� 21 �1 y�,� K&L, 13 31 BOXWOOD :p..�a�.� REMOVE 11 �'• StAI► ! CAVITY SIZE AND L N - - _i A P ,i� n ON F-�bjbI Iy 30t8o ' wwpow III �-r 1�a- J z� �� PArCiiFLNl9Esro � F �I'� -Top 0Av-t- RYE BROOK, N.Y. 10573 I I i kEMOVE EXISTING HALL \ \ MrCN E>aSnNG 980 3aeo WALL REMOVE\ - PocKEf IOW OAK aM Aw s P(-H'ice HMPAII,5 fo cove 1 nbv-� 4 t a ' ��H OY5fAIRCONIrm r 0ADDITION AND INTERIOR 1 1 OK14WAL Ill WhIloved2a �/ 3l°' ,4u �gP ALTERATIONS AND Lj 11 FOR Kew 94%5 0 RENOVATIONS 1 I WINDOW 11 PPWARY 0WRO0M I I PND Ii Av, ; rINt51¢oA-y'I4^ Yi i' G N7 GN'I-�F1 10 EVOROOM 3 l=X%KU POMAPY 1XV 00M �a \3 o >r ;t?: I��iNISI•t pl F �• SECOND FLOOR � 1:X1511NG 6EOp001A#3 » LnplooM#4 CONSTRUCTION PLAN ` O p KPfIH151k01c-fL- 12 O REMovEI i i i CWI4 24t80 EXl%W KwooM#4 wu�7ow1 tf 1 A = OPEN WALL \ i i tcPLALE REPW+GE r EPLACE FOR low REPL I yypyp �N � fW210310 1w210310 rVY210310 tYJ210310 y� ARp�jf` DRAWING N0. I ANp 1•EMER REMOVE REMOVE REMOVE mmow O FO O FO ��a,gGAf;�9� Al _Sh�t�QdL_ _.Yi1��_ _.�Nn�_ _Shtll�i7[_ �� O == ===_=_= ===__== =_==_=_ ` zJ. `• Ott ro - SECON D FLOOR DEMOLITION. PLAN ,� .� - :.. SECOND FLOOR CONSTRUCTION PLAN �2�a .�� 5 . SCALE: 1/4 = 1 -0 OFr�-'' SCALE: 1/4" = 1'-0' WARNING: THESE DOCUMENTS ARE NOT I INOTE: VALID UNLESS SEALED AND ELECTRICAL LEGEND ,i.. @ @ @ AS PER 2020 RESIDENTIAL CODE OF NEW ,. r SIGNED IN INK,NO SCANS, YORK STATE SECTIONS R314--315 AND 2020 NEWMCORA5WifCH r-----•i FIRE CODE OF NEW YORK STATE SECTION 915, REPRODUCTIONS OR COPIES ARE I$ r^ LI (— THIS PROJECT WILL REQUIRE FULL COMPLIANCE AUTHORIZED BY WITHOUT (5N0.E POLE TO y,U.tt-WAY AS t711iGRNdx) Li :s WITH SMOKE AND CARBON MONOXIDE AND 117 ieWMCORA17IW99500 3•- i^i 7hrrmmbinnl(orlolannstrrlll�raraoldonyer•usingoplgcodadllellolnUui{ WRITTEN AUTHORIZATION OF JOHN O O—I HEAT DETECTORS THROUGHOUT THE HOUSE Installation of Alarm ly tnletl hl 95 ijdci6clli a1 lb feel.Eiir u CO Ihudeill Ilrp IrorFl rgll iouti�gl INCLUDING AREAS NOT DEPICTED OUTSIDE OF .11te toinbtitnUrti ntbini 4liiitdd Iletr iululiiil19 cordplyWiil dp Iocat ccdiiii r .•• G.SCARLATO JR.,ARCHITECT. 0 NEWUiCORAi�CEPfAC1 E - •••• ;Irii:i6j),II14o aWtirlpt-iour.�4)fast liLwps,'d stidit pdiJ�e,.rrivl(II last Oapps I— --I I THE MAiN SCOPE OF WORK, Ifavtii9jd}lidlclloh'lpyouraie;Ailkte7b0'tit`jfie`iJallonnlElecbfcCdilt;orid 17FPA72 Mtilte.�efloliiatlntntlps'niriifiedliins6igle..., ra,bn�(ndir•I •'liio5inokectddent;iliahoUtiVl{lsoclndatIlieiepethl4dhiaitriet•=11[t'oeI3) FURTHERMORE; �cvilchl3 h' lh ps a t IT IS A VIOLATION OF NEW YORK h"WnECOPAGROIB�FAUfORCUIrIN(E�3kir�CEPfALLE INCLUDED AREAS ARE GENERALLY,ALL diPoi'iq!Ie�J:ldchls�a�lprotildvif,by!a.grovrttJfau4fiiteriulstar.: a,.gpauta; IaoI3)bee iltvurdtsbauLrcor olnfc-iorslii%- is.l� GFG I •groan LED iul bu-Aun'dy drl iyhen AC powee Ii piasenL or itisti ei;qqy G6 BEDROOMS AND ADJACENT HALLWAYS WITHIN nriu hilitmbtitiDoll.;otvriraran,UousillAUiii:Irlturcolitiuclsy:ta in.Uie spec{tlsti+ilruitdljif,%V{ldryonlfiiioite.AicIddD.r'WWsWenreotlnice STATE LAW FOR ANY PERSON, NEWMCOPARXfALLfCMCUrItIfI:RP�A'rFXCEPrKLI! iiiairiaid UL.6slotl i16liceliold"Vita"gat!d cFtnrgrt n i trca{flti d Iry locnl 10 FEET OF BEDROOMS,ON EACH LEVEL OF .. ein rg i51i 6piis In llidicalo`smoke art o'alurm iirbriibni.and tiv011los}r In UNLESS ACTING UNDER THE �I (�NA`W&'MR OF CM l�aUREND i;XIStI�G1 5foplAa I HOME INCLUDING BASEMENTS AND HABITABLE c6dbel unl3ailviltht►tesoiin3eil>5llciri,iloci;barLEDtririkoteslaultcofidtudna. DIRECTION OF A LICENSED t`'EWt7cCOPA011MFECEPfALId Urdustry oxpeds:re:otrunerit!sp�ciUc•(orallars'toc smut a fdafms:such os , ATTICS,WITHIN THREE FEET OF BATHROOMS. •ThcurdtshnUincludatiieHushq..fenturollrofslencas.asrrrahontarntrat every'tdvot and WA-0ing niab of ih'¢ilii 1.hjy,,'liey also ra%onimand n CO ARCHITECT TO ALTER IN ANY WAY NEW PHONE OU(LEr I AS PER R2020 RESIDENTIAL CODE OF NEW •• ��•.• o proitlntntef'tl:io rrltnutos ll a ntflsOnea glalm eafidlilcin ocsiYS:Tf10 irtit nitvriI I*iiIil!Iod•cli tine%I¢vu(ol file:Hoiil�y WQhlly pn niiyleU,jt ivllh,filiI E-• r YORK STATE APPENDIX J,AND THE �'•= 'lEtiontlroalarnivirtiiioshKvalyzs6concls�irf11ta1�IFluih"'•nhdfi�alhill'vr41 I bJrntnTl ntipK6luCs iiiiil ouisid6 of it�ciilnii iii6iio:5aa usai ot;lde loi liiiljiar ::.; THESE SEALED AND SIGNED iv WIN1v me Oull of CLASSIFICATION OF WORK THE DETECTORS MAY Inlonnillon euiorilnllcall�rosdiltsdll ❑ BE BATTERY OPERATED WHERE CEILING Theuntlilmii: o•fndlbaleit low bniteiywuninguGliibign6del.alarm DOCUMENTS WITHOUT THE E3 NEW CAf6E11•FftrEfPORrOUfIff FINISHES ARE NOT BEING REMOVED TO EXPOSE 203?qc u�a sFlolj at n fn%l iron"meet lfl^aP F.iiN'161 Icg NFF'eI*-0 ij hi, EXPRESS AND CONDITIONED r THE FRAMING, AND ONLY NEED BE HARDWIRED Arthitectucal and,Enginee�in� ion",uL'2ni rin.il��toreolCalt(PrntdFlipMals4nI;NFF%1i0!{Oi+o O 011A Aft f WHERE THERE IS ACCESS TO AN UNFINISHED ondiwoldmiy-,.dWdlllligs),Feddral'HopnngAiuiorlly(Fiwi).Hoii 16iiid PERMISSION OF THE ARCHITECT. y"�� e^r� ATTIC FOR WIRING. Specifications ufbao D alatim§cii{HUD),It olicN abo tndude n1U yearirlunitlucl0iaf'3 o NEW LED UN7ER-C ucHr FUCK OR 5tl3P Tha'comlilr�ilioii 9rtfbltc and cdtban nionbxlJr<alnrin s11aU ba Mdde htodUl r 0 Ugiitud warraiily. VE1�F1'WiM t7whcl: IT IS THE RESPONSIBILITY OF THE CONTRACTOR •goo•Ct�i►RorapprovedaquM:its�iolfbepcwarcdhyrtzovi6oi-f.•SCJiw —� TO ENSURE THE DETECTORS ARE TO CODE ►'nth fiVo(zj iu1 Backup bntlsrles:°rliA lilmtielrillge operating mnfJa slrna be m WARNING:inlbvrodu:t is ren! :tliirusebi lydubrto-udtrit4rJlacativi3 Ilb i al O NEW ICES t71h+NiE nLnNN LIQIf 1M1�P.DPAN tPt�re�ri 40'F dnd 1f)0 F{4.4'C ami 316'G1 bgd�il llunUdily gperaWg tarige deusiriGi3tnin su a?anlp ixa tyih;0rcbflcri6n�tsufigr'IulrlHan!rn pi4in+uplrrbrml 5n Pffftg WIH=15 5isvi"vRiPJV' BEFORE A CERTIFICATE OF OCCUPANCY WILL stialibi lviwi95�SreloUvShumldAynoiNcoiidenstiig NSk/Uurtiirnucrorcvhr�ufafa<itunclaRitsUskelstks,yi:r<.ii fah4'gra4v BE ISSUED. Tiieurdl•31+htl;iAcorpeintuapirtilopteelifr3iiiok0§dnoorvAllinofrdrral '��+�4Am�ioturegifrcaal[or6cn4trnadduarposura Itni6'rrotwnylNcgumd O =05yrOKERIBICTOP. s6ltsdlvit oij']4 41-01-i%11 l Gl35... a CQ s lsor Slloll ba of nil tidfiitfwl;ielldxpu�ciMetldecleursi'ATaas;•ilfn du(itit ciilrsieldeip+lloaf t recaihvlar Y, ?11,., ql :r_ WATER 6lecliiiclihYnlcal'da t ij ihhll riioal flit"ti6lsFrty ioueintins of cttidU/i:Wtio ord d%wA1vv.nnu&1l1oIrrcrii>nqq•ctvisiakir'viliy nikrp r'aiiid iNtrcll iiiuGidr © wi9 CARON M0AM miECfORhow, EXlSfUdG }CAiE Ih`irtirivirllei§labot�lo116s UL 2034 5tiigle anc}hlutt;Pln Slnllon Caititiit 0 •r�. -- FURNACE noid3e"lUainla.Tlieuull Slirltl gtfdlifyi for UI;8�.tdtted VIan Clio :. WRED SMOKE/CA930N MONOx{VE LOyt30 DETECTOR 3.13 AMENDMENTS TO SECTION R404.1 .package.:•iNoildis:Mali Accutate•[oibonMcna?ldd0'Aami-i. Techrtleal SpeClficatloils 5t01'.AGt I IilLt1Y t: r H WIRED K/%f m0cfOP. o OOM LIGHTING EQUIPMENT(MANDATORY) 71te codiblswllofi tdwn c*.A b i,lii 1S Dg u rift Uii?;tiiTce,ol airiy ivnfl ai vduitg btddel: so0•CUAR 0 R404.1 LIGHTING EQUIPMENT(MANDATORY).NOT LESS fanaVilfl9llye:ULfNKI�IVM1lnnlilaclurofirrarahlrtieh e�lpiocemCnt ptfdeflium y+e�5ouice: 120VAO60Hs42mAmay peralami, a pAif�jNOpERA1Et7 SM((1t�/CAPCjON MONOw17E T1Ie'rdainl can lice Iii§to116d on nii'Efafiifiad`iln'gk'garig.elccIdcN Bij{c lip toe THAN 90 PERCENT OF THE PERMANENTLY INSTALLED •2 tit ba►laly batkbp COMPO DEiECiOR LIGHTING FIXTURES SHALL USE LAMPS WITH AN EFFICACY 4'acingcri'lunctioA tior.The eleclricol oonitadtiitr itu 11io altuml slinll F3'e made OF AT LEAST 65 LUMENS PER WATT OR HAVE A TOTAL .vilth n u n iecict smalls Sensor. el I* JUNCTION PDX FOR Lwr Fixfm LUMINAIRE EFFICACY OF AT LEAST 45 LUMENS PER WATT. A ri1iiiflinfiin 6124 iUilde 04kes cart be gltefeciiGecled In 6 atuldple :CO§oiitir.: Slectirrchemicnl 9toilu'ri efroi!(ieiiigliC Tfie In(collect sysla�fl hlQsi tiii bzvod die1JFPA , g:1 R404.1.1 LIGHTING EQUIPMENT(MANDATORY FUEL GAS {t 16t1dnbl.FJrr}Prolai ion I�isoclolibtil pntR b1.18 IidUriigig tluvkas.d(iVhlCit •Auiilo Alamo 65ds at HNI WALL 5COhCE.1lAAJCfION PDX I 1 Lir LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY 12 can de am64t!6laims.Wdh 161noalNg devices(snidke;F eat.t:o,elcl. Tempeiiture Range: 40 44,4t)to 100'F WA",7 WN.L uair,A xiow PDX d BURNING PILOT LIGHTS. lriliircortclrrrli3d�ll is idtl p6sslbls 16Ir(06tbioct dlsWbi llghli and of Hdmldlfy Roggdt.? lux:9516 te01k Funilft.nan.•carl6nslob O O 1 O I O rrlcy tuoddles.--Ttils•ilarm Is flat dosl611oi!rd'bit lntetconriecled with Diller - a maid>+oclutbr�s•i�indyels.•unG;ss oUlGrivlie.spedridd. tea: 4,95,ip d eniele)x•193'0ep1h O �-•—--I Thu alarm 94 biciude a 1031 bullet Illeirrlll ufschonlcAl Slmulale Ule wefghtr assom CEILING FAN REINFORCED JUxiiON PDX piasetica•of srr)oka and 60 and curse thbjjnitlo go bilobuth modes of Wiring: :OdKIi cpnrted plug�vdlt plglods „y, E>USTING LBiIPIN151�D alnfliir7ljlA,se46iihcb lase the ioia's alei:IfOeiEs to arrslae piopar opertdlon Inlcrconnect6; Up to Zd f0t1i12 devlcnkof vilikh 19 caii be hildaftggj PA eWNf 'k8 GA".AG>; TTte&fL%sbr 63 ivi alaiiti to"ovals 1,CO below 30 ppm and VA giimi tit Warranty: 10 yenr United fbollorle§excluded) Qie tefloV.•11id Ilinu cnnge i'iian cXposai3 fo Ilia correspolldlnyteVuti of CO. .? Ri cement batteries: Enhigfi6f E91.Gold Pack ISA.Gcldbn Dowd : 70 0prii CO concanttalianf.617 240 iidriutna :dtAi A�•Fabtnc9monl balletles are avatlabiu wlteto O ilwopm CO Copceoiredcil•I0,60 inlriit(as you purchased flits ntagn Note.Do not use 400 ppm CO Concentration:4:�15 minules t ililun►hctlerfes in tlfis urffl. GJSvbf;FYijtdtp111.•IutJ,vruwL10shv OftepcutrdIFtit, ELEGiRIGa LEGtPIC PANE6 WATER SERVICE ❑ W at Cd15 .. . .ti i E)051%5rom BASEMENT REFLECTED CEILINGZELECTRICAL PLAN 1sX1511NG51EP5 -1 SCALE: 1 4" = 1'—0' NEWCOMP0519 � °'�I� � �I ' 0= '�IoI�Ifi GL� — F LYROOM n KtrftN ' John G. kAL1-�c0I — �/kIFII'i 1=� -' _ Scarlato Jr. I fillE 4s4 P�-PC � •�• V 40 PS•P05f •�G I IL .- '' -v - : Arch itect t C.Llai WA51•ER D22R �}Ic ylaH - / d`� _ F x N{ W�u-sofv:� W/W45 XTERIOR ( 7° `� �"° I L -`r 21-161�1'•R� I,Il�ly o ��Si11lG W IHODLv WNn r��" 33 Byrom Hill Road istFi✓ . PpIhAAR1't3 ,00 LAUNv .DOM W/LE�r j �er'�+ Armonk,NY 10504 v uAt DISP e0e I 1.1�11� NI;WPl.A11?OOM Phone:(914)273-7350 It M#2 JGSCARLATO@GMAIL.COM E�, •; 0 i t REP GIG ; .•1.. •i L WALK IN LLOSI;T STAIRS O I I K rear i j ,r, -' -- P 0 c BUCKLEY RESIDENCE Cr 31 BOXWOOD.PLAC-E : 4a — /P`iP ' 'Ic4PS P051 RYE BROOK, N.Y. 10573 � swfrCH �Itl• � - :: ADDITION AND INTERIOR pW WaU,so,nc� ALTERATIONS AND PIaMAt,Y LWOOM u - ' ��L O RENOVATIONS I : a L1Gf 617I;tfi0 - 41 I 71NN6 ROOMM#3 I 7 �/>4 M� .® �t,�• EX RIOR REFLECTED CEILING AND ELECTRICAL PLANS ts I!W Po"Co OVI:p — . ° 9C.L r or�D A C� DRAWING NO. LE145 A`4 �0:p FIRST FLOOR REFLECTED ! SECOND FLOOR REFLECTED r CEILING r/ELECTRICAL PLAN CEILING ELECTRICAL PLAN . '�0>+1� -� SCALE: 1/4 " = 1'_0' SCALE: 1/4 — 1 —0 J 2020 RESIDENTIAL CODE FOOTINTABLE G SECTION R607 MINIMUM FOOTING SIZE FOR DECKS TABLE R607.5 TABLE R607.6 EXTERIOR DECKS LIVE OR LOAD BEARING VALUE OF SOILS (ps DECK BEAM SPAN LENGTHSa°e(feet-inches) DECK JOIST SPANS FOR COMMON LUMBER SPECIES((6•in.) GROUND TRIBUTARY 1600' 2000' 2500• 3000, DECK JOIST SPAN LESS THAN OR EQUAL TOh ALLOWABLE JOIST SPAN° MAXIMUM CANTILEVER'' R6li this Decks,Wood-framed decks shall be In accordance OF NEW YORK STATE ° (Icoo SNOW AREA SldO of a�Dlarnolarcfo Sldo of o Dlomalarofa Slde of o Dlamoter or a Sldo oT o Dlamotorof o SPECIES SIZE SRE 9PACING OF DECK JOISTS SPACING -with this section,For decks usin malerlels and conditions LOAD° (s,fL) • Thickness T(I c hes, Tundfoollhleknoss Thlekness a 0 10 12 14 16 19 SPECIES' OF DECK JOISTS PATH CANTILEVERSP g s q spare rootinround n feeling Qnchos) square{I nches)�4 ro(lncho')ng Unchos) sq(nehos)�g ro p chaslno (Inches) sq are footing ro round f o t ng Mches} not prescribed in this section,refer to Section R301. (P 0 {Inchon) pnchos) 1-2 x fi 4-11 4.0 3-7 3-3 3-0 2-10 2-8 R507.2 Materials.Materials used for ilia construction of R507.2.2.3 Decay resistance.Plastic composite deck 20 12 14 6 12 14 6 Iz 14 6 12 14 6 12 16 24 12 is 24 1-2 x 8 5•I1 5-I 4-7 4.2 2.10 3-7 3-5 decks shall t:omply Willi this section, boards,stair treads,guards and handrails containing 40 M IG 6 12 14 6 12 14 6 12 14 G 2 x 6 9-11 9.0 7.1 1-3 1.4 1.6 R507.2.1 Wood materials.Wood materials shall be No.2 wood,cellulosic or other biodegradable materials shall 60 17 19 6 I5 17 6 13 IS 6 12 14 6 1-2 x 10 7.0 6.0 5-5 4-11 4.7 4-3 4.0 2 x 8 13-1 11-10 9-8 2-1 2-3 2-5 grade or better lumber,preservative-treated in accordance be decay resistant In accordance Willi ASTM D7032. A0 so 20 22 7 17 19 6 15 17 6 14 16 6 1-2 x 12 8.3 7-1 64 5-10 5.5 5-0 4-9 Southem pine 2 x 10 16-2 14-0 11-5 3.4 3-6 2-10 Willi Section R317,or approved,naturally durable lumber, R507.2.2.4 Termite resistance.Where required by 100 22 25 a 19 21 6 17 19 6 Is 17 6 2-2 x 6 6.11 5-11 5-4 4-10 4-6 4.3 4-0 2 x 12 18-0 16-6 13-6 4•6 4-2 3-4 and termite protected where required in accordance with Section 318,plastic composite deck boards,stair treads, 120 24 27 9 21 23 7 19 21 6 17 19 6 2-2 x 8 8-9 7-7 6-9 6-2 5.9• 5.4 5.0 Section R318.Where design in accordance Willi Section guards and handralls containing wood,cellulosic or 140 26 29 10 22 25 8 20 23 7 i8 21 6 Southcnt pins 2xG 9-G 8-8 7-2 l-2 I-3 I-5 g g B 2-2 x 10 10.4 9-0 8-0 7.4 6.9 6-4 6-0 Douglas fir-larchd, R301 Is provided,wood structural members shall be other biodegradable materials shall be termite resistant 160 28 31 I I 24 z7 9 21 24 8 zo 22 7 6 2 x 8 12.6 11-1 9-1 1.11 2-1 2-3 designed using the wet service factor defined in AWC in accordance with ASTM D7032. ,,. 2-2 x 12 122 105 9-5 6-1 8-0 7-6 7-0 i1C1n_gl+ g B ZO 12 14 G 12 14 G 12 14 G 12 14 G 2 x ID 15-8 13-7 ll-I 3-I 3-5 2-9 NDS.Cuts,notches and drilled holes of preservative- 3-2 x 6 6.2 7-5 6.8 6-I 5-B 5-3 5-0 spruce-pins-lira, P R507,2.2.6 Installation of plastic composites.Plastic 40 is 17 6 13 Is 6 12 14 6 12 14 G 3-2 x 8 10-10 9-6 8-6 7-9 7-2 6.8 6.4 2 x 12 18-0 15-9 12-10 4.6 3-11 3.3 treated wood members shall be treated in accordance Willi composite deck boards,stair treads,guards and hand- 60 19 21 G 16 Ill 6 14 16 6 13 IS G 2 x 6 8-10 8.0 7-0 I-0 I-I (-2 Section R317.I,1.All preservative-treated wood products rails shall be installed in accordance with this bode and 3-2x 10 13-0 11-3 10.0 9-2 8-6 ' 7-11 7-G 80 21 24 8 19 21 G 17 19 6 1S 17 GRedwood in contact with ilia ground shall be labeled for such usage. the manufacturer's Instructions. 50 western cedars, 2 x 8 11-8 10-7 8-8 l-8 1-10 2.0 log 24 27 9 zl 23 7 19 21 G 17 19 6 3-2 x 12 15-3 13-3 I1-10 10-9 10.0 9-0 8-10 R507.2.1.1 Engineered wood products.Engineered ponderosa pine', 2 x 10 14-11 13-0 10-7 2-8 2-10 2-8 g P g R507,2,3 Fasteners and connectors.Metal fasteners and I20 2G 30 10 23 zG 8 20 2] 7 19 21 G 3 x G ar 2-2xG 5-5 4-8 4-2 3-10 3-6 3•I 2-9 wood products shall be in accordance with Section red Hine P connectors used for all decks shall be in accordance Willi 140 2a 3z 11 2s 28 9 xz 25 s 20 2] 7 2 x 12 17-5 IS-1 I2-4 3-10 3-9 3-1 R502 3 x 8 or2-2 x 8 G-10 5.11 5.4 4-10 4•G 4-1 3•B Section 1317.3 and Table R507.2,3. I60 30 34 12 26 30 10 24 27 9 21 24 8 3 x 10 or 2-2 x 10 94 7.3 1 6.6 5-11 5.6 5-1 4.8 For SI:1 inch-25.4 mm,I foot-304.6 mm,1 pound per square foot-0.0479 kPo,I pound=0.454 kg. R507.2.2 Plastic composito deck boards,stair treads, R607.2.4 Flashing,Flashing shall be corrosion-Iesistont 20 12 14 6 12 14 6 12 14 6 12 14 6 n.No.2 gmdo with wet service rector. guards,or handrails.Plastic composite exterior deck metal of nominal thickness not less than 0.019 inch(0.48 40 IG 19 6 14 16 G 13 M 6 12 14 6 Douglas fir-larch°, 3 x 12 or 2-2 x 12 9-8 8-5 7-6 6-10 64 1 5-11 5-7 b.around snow tried,live load-40 psi,dead land-10 psi,UA-360. :3v boards,stair treads,guards and handralls shall comply mm)or approved nonmetallic malarial that is compatible hem fir', 4 x 6 6-5 5-6 4-11 4-6 4.2 3-11 3-8 c.around snow load,live load o 40 psf,dead land o 10 psf,UA=360 at ltsaln span,UA-190 at cantilever with a 220-pound point load applied to end. +'1: PP P GO 20 23 7 IT 20 G IG 18 G 14 IG G with die requirements of ASTM D7032 and this section. spruce-piste-fir` d.Includes Inolsing factor. with the substrate of the structure slid rite decking materi- so 23 26 9 20 z3 7 18 20 6 tG 19 G 4 x 8 8.5 7-3 6.6 5.11 5.6 5-2 4.10 , R507,2,2.1 Labeling.Plastic composite deck boards als. 60 redwood c.Northern speclec wilt no Incising factor. 100 26 29 10 22 25 8 20 23 7 I8 21 6 western coders, 4 X I 0 9-I 1 8-7 7-8 7.0 6 6 G•I 5.8 f,Cantilevered spans not exceeding die nominal dcpflt of rho joist are permitted. and stair treads,or their packaging,sliall bear a label R507.2.6 Alternate materials.Alternative materials, 120 28 32 11 25 28 9 22 25 8 20 23 7 ponderosa pine, 4 x 12 11-5 9-11 8-10 8-I 1 7-6 7-0 6-1 that indicates compliance with ASTM D7032 and Including glass and metals,shall be permitted. 140 31 35 12 27 30 10 24 27 9 22 24 8 red Pinar Includes ilia allowable load and maximum allowable 3-2xG 7-4 6.8 6-0 5-G 5.1 4.9 4.6 TABLE span determined in accordance Willi ASTM D7032. R507.3 Footings.Decks shall be supported ail concrete foot- 160 33 37 13 29 32 11 25 29 to 23 26 9 3-2 x 8 9-8 8-6 7-7 6-11 6.5 6-0 5-8 MAXIMUM JOIST SPACCINGING FOR DECKING Plastic or composite handrails and guards,or their ings or other npproved structural systems designed(o accom- 20 12 14 6 12 14 6 12 14 6 12 14 G MAXIMUM ON-CENTER JOIST SPACING 3-2 X 10 12-0 10-5 9-4 8•6 7-10 7-4 G-1 l DECKING MATERIAL TYPE AND NOMINAL SIZE packaging,shall bear a label that indicates compliance modate all loads in accordance Willi Section R301.Dealt 40 18 20 6 IS 17 6 14 Is 1 6 12 14 6 Docking perpendicular tojolst Docking diagonal to jolst' with ASTM D7032 and includes die maximum allow- footings shall be sized to carry the Imposed lands from the 60 21 24 R 19 21 6 17 19 6 15 17 G 3-2 x 12 13-11 12-1 10-9 9-10 9-1 8-6 8.1 1'/,ineh-thick wood 16 inches 12 Inches s' able span determined In necordnnce with ASTM deck structure to(lie ground as shown in Figure R507.3.The 80 25 28 9 21 24 R 19 22 7 18 20 G For SI:I inch-25.4 mat,I foot-304.8 mm,I pound per squnm foot-0.0479 kPo,1 pound-0.454 kg 2-tacit-Thick wood 24 inches 16 inches D7032. footing depth shall be in accordance with Section R403.1.4. 70 n.Ground snow load,live load-40 psi,dead load-10 par,UO-360 at mnln sport,UA-180 at cantilever whb a 220-pound point load applied nl the end. }� too 28 31 11 24 27 9 21 24 8 20 22 7 It.Beams supporting deck Joists fFom ono tilde only. Plastic composite In accordance with Section R507.2 In accordance wilit Section R507.2 R507.2.2.2 Flames read index.Plastic composite Exception: Free-standing decks consisting of joists 120 30 34 12 26 30 10 24 27 9 21 24 a a.No.2 grade,wet service factor. -0.O1745 and P P deck boards stair treads guards,and handrails shall directly supported on grade over their cattle length' 140 33 37 I] 28 32 11 25 29 ID 23 26 q d.Doom depth shall be greater than or equal to depth ofJalsls with n Rush beam condition. For Sh 1 inch a 2SA mm,1 fool 0 304.8 oral,i degree ' 'g ' c.includes Incising Ibctor. o.Maximum angle of 45 degrees from perpendicular for wood deck boards. exhibit a flame spread index not exceeding 200 when R607.3.1 Minimum size.Ilia minimum size of concrete 16u 35 40 is 30 1 34 12 27 1 31 11 25 28 9 f.Northern species.Inaldng factor not Included. tested in occordnnee with ASTM E84 or UL 723 with footings shall be In accordance with Table R507.3.1, For SI:I inch-25.4 nun,I square fool-0.0929 nit',I pound per squaro fool-0.0479 kPo. c.Assumes minimum square footing to be 12 Inches x 12 inches x 6 inches for x 6 post. S.Beam cantilevers arc ladled to live adjacent bennt's span divided by 4. the test specimen remaining In place during the test, based on the tributary area and allowable soil-bearing a.lnt'crpolollon permuted,extrapolation not permiued. d.if the support Is a brick or CMU pier,die footing shall have a minimum 2-inch projection on nil sides. SHEATHING Exception:Plastic composites determined to be pressure in accordance with Table R401.4.1. It.Based on hlglicsl load case:Dead+Uvc or Dead+Sunw, e.Arco,In square feet,of deck surface supported by past and footings. TABLE R507.9.1.3(1) noncombustible. DECK LEDGER CONNECTION TO BAND JOIST•° NOTE: SIDING (Deck live load c 40 psf,deck dead load a 10 psf,snow load 5 40 psQ THIS DETAIL iS APPLICABLE FLASHING FOR R507.6.2 Deck,joist lateral restraint.Joist ends and WHERE FLOOR JOISTS ARE TABLE R607.2.3 Q b bearing locations shrill be provided Willi lateral resistance 6!'MINIMUM FOR JOIST SPAN PARALLEL TO DECK JOISTS. WATER TIGHTNESS FASTENER AND CONNECTOR SPECIFICATIONS FOR DECKS to prevent rotation Where lateral restraint Is by p, BEAM SPLICES.` CONNECTION DETAILS 6 and lass 0'1"to 0' a'1"to 10' 10'V to 12' 12'1"1014' 14 1'to 16 16'1"to 1 DECKING p _�ITEM MATERIAL MINIMUM FIMSHiCOATNIO ALTERNATE FINISHICOATING° BEAM SPLICE (IF REQUIRED) .• �' On•wntor spacing of fostonore •. Joist hangers or blocking between joists,their depth shall (IF REQUIRED)_, 'I Inch diameter la screw with'/inch %:r In accordance with Stainless steel,silicon bronze or MUSTOCCUR :-;•��,, .�'� r- g i Nails and timber rivets Hot•dlpped galvanized per ASTM A 153 equnl not less than 60 percent of the joist depth.Where let. �, �a 30 23 18 I5 13 11 10 ASTM F1 GG7 copper OVER POST "^�;,�.�;c�_ maximum sheathing APPROVED JOIST HANGERS emu restraint is provided by rim joists,they shrill be -�`"-�� ;r -• Bolts' In accordance with [lot-dipped galvanized per ASTM A 153 Clnss C 1' ;'` fr 4•Inch diameter loll will) -lliclt maximum + r Lag screws' ASTM A307(bolls), (Gloss 1pCor'/s-inch diameter and Icss)or meohanl-Stainless sisal,silicon bronze or secured to rite end of each joist Willi not fewer than three � `t _ O ,, i e r 36 36 34 29 24 2l 19 2 MIN. 2x LEDGER WITH FASTENERS a� _ '1'I singollting IN ACCORDANCE WITH TABLE R507.2 lad(3-inch by 0.128-Inch)(7G mm by 3,3 mm)nails or �yJ (Including nuts and ASTM A563(nuts), sally galvanized per ASTM B695,Class 55 or 410 copper „"I �4 I°1 �' u)-Inclt diameter bolt with I-Inch malthnuln washers) ASTM F844(washers) stainless steel (tree No.I Ox 3-inch(76 mm)long wood screws. I r f' �shenthin' 36 36 29 24 21 L--18 16 HOLD-DOWN DEVICE MIN 760 I.B.CAPACITY APPROVED•--' I:71 8 FLOOR JOISTS AT 4 LOCATIONS EVENLY DISTRIBUTED ASTM Aost type Aped zinc coated galvanized R507.7 Decking.Maximum allowable spacing for joists sup- POST CAP For St:I Inch-25A mm.t foot-304.8 mm.1 pound per square root-0.0479 kPa, ALONG DECK AR6 ONE WITHIN 24'OF EACH Per tnanufbcturer's steel or post hot-dipped galvanized per ASTM porting decking shall be in accordance with Table R507.7. a.Ledgers shall be flashed In accordance with Section R703.4 to prevent water from contacting the house bond Joist. END OF THE LEDGER.HOLD-DOWN DEVICES 1 i Metal connectors Stainless steel specification A123 providing a minimum average coaling SHALL FULLY ENGAGE DECK JOIST PER Al ri ro 2A ozat1'total both slags Wood decking shall be attached to each supporting member BEAM OVER POST CAP BEAM OVER POST b.Snow load droll not be assumed to not connitnaty adlh live load. HOLD-DOWN MANUFACTURER. ( ) Willi not less than two Bd threaded nails or two No.8 wood c.The lip of ilia Isg screw shall fully extend beyond the Inside face of the band Joist. For Sh l inch-25A mm,I fact=304.8 mm. Screws.Other approved decking or fastener systems shall be d.Sheathing shall be wood sirutctuml panel or solid sawn lumber. a Equivalent materials,coatings and finishes rdiall be permitted. , For SI:I Inch-25.4 min, c.Sheathing,ball be permitted to be wood structural panel,gypsum board,fiberboard,lumber or roan slhcalhing.Up to'/,-Inch thickness of stacked washers A FULLY THREADED sle DIAMETER'LAG b.Fasteners and connectors exposed to saltwater or located within 300 feet of a soft water shoreline doll be stainless steel. installed in accordance with the manufacturers Installation shall be pomtlllcd to substitute for up to'/,Inch ornllowable slicaihlug thickness where combined with wood structural panel or lumber sheothing. SCREW PREDRILLED W/MIN.3'PENETRATION 1 c.Holm for bolts shall be drilled a minimum%,inch and a maximum'/,,Inch larger Iliontie boll requirements. FIGURE R507.5.1() TO CENTER OF TOP PLATE,STUDS,OR HEADER. d.Logscrews'/inch and larger shall be drilled to avoid woods splitting or the National Design Specification NDS for Wood Construction. DECK BEAM TO DECK POST Y ' t6 P 8 F R p ( ) R507.8 Vertical and lateral supports.Where supported b " TABLE R507.0.1.3(2) For Sit I Inch 2SA mm.I fact 304.8 mm. e.Stolnlcas anec•drlvcn fostcncrs cacti be In accordance with ASTM F1G67. PP PP Y .MINIMUM 2" MINIMUM 2° i---•- attachment to an exterior wall,decks shall be positively PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS FIGURE R5D7.6 AT anchored to the prtmnry structure and designed for both verii- DECK ATTACHMENT FOR LATERAL LOADS 12"MIN -MANUFAOTURED POST CONNECTOR TOP EDGE BOTTOM EDGE ENDS ROW SPACING IN ALLOWABLE SOILS �� cal and lateral loads.Such attachment shall not be acco►n- MULTIPLE-PLY BEAM ,-TYPICAL PT POST pushed by die use of toenells or nails subject to withdrawal. SINGLE PL11 l3EANl`'•: ).edger° 2 inches° '/°trait 2 inches'' I%inches" ti / ti For decks with cantilevered forming members,connection to Band Joist° '/a Inch 2 Inches 2 inches' I'll,inchce i exterior walls or other framing members shall be designed and :• (2)112°DIAMETER '�� For sl:i tact-z5.4 ant. 12 constructed to resist uplift resulting from the frill live load THROUGH-BOLTS; a.Log screws or bolts stroll be staggered from lite Imp to the bottom along(lie horizontal rum of the deck ledger in accordance whit Figure I1507.9.1.3(1). GRADE _ t1 _ specified in Table R301.5 acting on ilia cantilevered portion of t OR PP.PFtOVEI]' :' b.Maximum 5 Inches. G - - EQUIVAL•EMI c.For engineered tint Joists,the manufacluuer's rccommcadatlons shall governs. ;. It r 5f1 a aGIC!$�1i011F J p IM BMW, MII •.Iran the deck.Where positive connection to the primary building i >^t) =.{ CONNECTOR. '., d.The minimum distance from bottom raw of log screws or bolts to the top edge orthe ledger slmll be In accordance with Figure 11507.9.1.3(I). J structure cannot be verified during Inspection,decks shall be self-supporting. I ,• Z STAGGER FASTENERS - I - R607,9 Vertical and lateral supports at band joist.Vertical POST NOTCH P="` IN 2 Rows f�..�..JJ and Intetnl supports for decks shall comply Willi this section. ---�'�(� FOR FULL=BEAM --d -•-- •tit SEARING; ' Lr.DIAMETER f >:, 2 2�a MIN; 0 ® 0-7 6.6 MIN.FOR 2 X B• DISTANCE SHALL BE PERMITTED W /. DEPTH THROUGH BOLTS �' R507.0.1 Vertical supports.Vertical fonds shall be trans- ...;•. 6"h�AX 6.6"MIN.FOR 2 X t0 BE REDUCED TO 4.6'IF LAG SCREWS PER TABLE PER TABLE IN BOTH DIRECTIONS J ferred to bond joists with ledgers in accordance with this t3EAM SPLICE•------. *� ® 7,5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS NOTE NOTSCFEVVS MINIMUM 12' section. ' +,-. f'� OF EMBEDMENT --,..21" �. TO ATTACH 2 X B LEDGERS TO 2 SCREWSREDUCED TO THAT OF LAG 4'GRAVEL R507.9.1.1 Ledger details.Deck ledgers shall be a N. -_ 2'MIN. BAND JOISTS. g g � LAG SCREW OR BOLT 3/4"MIN. -� ii" = LEDGER NOTE: minimum 2-Inch by 8-inch(51 mm by 203 Ian)nomi- :'--= ��"��l.: POSTS MUST BE CENTERED ON OR IN FOOTING nal, pressure-preservative-treated Southern pine, I J� -" ;�fivjl i For SI:l Inch-25A mm. John G ti'al incised pressure-proscrvative-irented help-fir, or II -.�..:-•� �.:�._.' _ ,r For$rr 1 inch-25A ram. approved,naturally durable,No.2 grade or better turn- i� f FIGURE R507.9,1.3(1) PP Y fy l 1 FIGURE R607.3 bar.Deck ledgers shall not support concontrated loads PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS S ca rl ate Jr. DECK POSTS TO DECK FOOTING CONNECTION from beams or girders,Deck ledgers shell not be su• z�` g g P R507.5 Deck beams.Maximum allowable spans for wood ported on stone or masonry veneer. =='f- R507.3.2 Minin►um depth.Deck footings shall extend deck beams,as shown In Figure R507.5 shall be in accordance below the frost lino specified In Table R301.2(1)In actor- with Table R507.5.Beam lies shall be fastened with two rows R507.0.1.21Band jolst details.Band Joists supporting a EXTERIOR SHEATHING Architect dance Willi Section R403.1.4.I. P ledger sliall be a minimum 2-Inch-nominal(51 mm), For 1 Inch 25.4 nun. of lad(3-inch x O.128-inch)nulls minimum at 16 incites(40G EXISTING STUD WALL----^ Exceptions: Ian)on cantor along each cdgc.Beams shall be permitted to solid-sawn,spruce-pine-fir or better lumber or a mint- FIGURE R507.5.1(2) mum I-inch by 91/inch 25 mm x 241 mm dlmen- NOTCHED POST-TO-BEAM CONNECTION I.Free-standing decks flint meet all of ilia following cantilever at each end up to one-fourth of ilia allowable beam i' ( ) 33 Byram Hill Road criteria: span.Deck beams of other materials shall be ennitted where sional,Douglas fir or better,laminated veneer lumber. PRIMARY EXISTING 2x BAND JOIST designed in accordance wish accepted engineering practices. Brand joists shallbear fully on the primary structure RUM STRUCTURE PRIMARY--\STRUCTURE OR ENGINEERED RIM BOARD Armonk,NY 10504 I.I.The Joists bear directly on precast con- FOR CANTILEVERED crate ter blocks at rode without sup- capable of supporting nil required loads. JOISTS P g P R507.6.1 Deck beam bearing.Ilia ends of beams shall BLOCKING OR Phone:(914)273-7350 port by beams or posts, i OTHER LATERAL 2'MIN, DECK JOIST have not less than)/=inches(38 nun)of beating on wood R507.0.1.3 Ledger to bend joist details.Fasteners RESTRAINT LEDGER LEDGER JGSCARLATO@GMAI L,COM 1.2.The area of the deck does not exceed 200 or metal and not less Ihun 3 Inches(76►in of bearin on used in deck led er connections in accordance with REQUIRED EQU RED OVER BOARD JOIST BOARD square feet(1B.9 m'). concrete or masonry for the entire width of Ilia beam. Table R507.9.1.3(1)shall be hot-dipped galvanized or 1•M MIN. 1.3.The walking surface is not more than 20 Where multiple-span beams bear on intermediate posts, stainless steel and shall be installed In accordance with 6'MAX, LAG SCREWS OR BOLTS Inches(6)6 mm)above grade at any each ply must have full bearing on the post in accordance Table R507.9.1.3(2)and Figures 1t507.9.1.3(I)and 2 MIN. B U C KLEY RESIDENCE point within 36 inches(914 mm)men- with Figures R507.5,I(])and R507.5.1(2). R507.9.1.3(2). JOIST JOISTS—"" sured horizontally from the edge. JOISTS BEAM HANGER FLOOR FRAMING o'�''o• 31 [BOXWOOD I.I-Ac-G- R507.6.2 Deck beam connection to Supports.Deck R507.0.1.4 Alternate ledger details.Alternate from- HANGER EACH END �''O o JOIST HANGER 2,Freengs that decks need not be provided with PP g BEAM 0. o•o c+ RYE BROOK N Y 10573 footings that extend below the frost line. beams shall be attached to supports in a manner capable of ins configurntions supporting n ledger constructed to � ,e.,. g POST(BEYOND) EXISTING a.o o R507.4 Deck posts.For single-level hood-framed decks transferring vertical lands and resisting horizontal din- meet ilia load requirements of Section R301.5 shall be / POST(BEYOND) o e• 1 FOUNDATION WALL with beams sized in accordance with Table R507.5,deck post placement.Deck beam connections to wood posts shall be permitted. size shall be In accordance with Table R507.4. in accordance with Figures R507.5.1(1)and R507.5.1(2). JOIST SPAN MEASURED For Sh I Inch-_25A milt. Manufactured post-to-beam connectors shall be sized for R507.0.2 Lateral connection.Lateral loads shall be trans- OPTIONAL-JOIST SPAN CENTERLINE TO CENTERLINE s•' the past and beam sizes.Bolts shall have washers under ferred to the ground or to a structure capable of transmit- CANTILEVER OF JOISTHANGERS FIGURE R507.6.1.3(2) TABLE R507.4 ling them to die ground.Where Ilia lateral load connection PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS the head and nut. CANTILEVERED JOISTS WITH DROPPED BEAM JOISTS WITH FLUSH BEAM l DECK POST HEIGHT' Is provided in accordance with Figure R507.9.2(1),bald- N E V V DECK MAXIMUM HEIGHT' R507.6.1 Deck jolst bearing.The ends of joists shall have down tension devices shall be installed in not less than two DECK POST SIZE (root-inches) not less than 1%inches(38 mm)of bearing on wood or RIM 4 x 4 6-99 metal and not less than 3 inches 76 mm of bearingon locations per deck,within 24 inches(610 mm)of each end ( ) of the deck.Each device shall have an allowable stress FOR CANTILEVERED JOISTS 4 x 6 g concrete or masonry over its entire width.Joists bearing BLOCKING OR OTHER HOLD-DOWN OR SIMILAR on to of a multiple-plybean a red ledger shell be fastened design capacity of not less Ilion 1,500 pounds(6672 N). LATERAL RESTRAINT TENSION DEVICE 6 x 6 14 P g Where the lateral land connections are provided in accor- REOUIRED OVER BEAM JOIST �• in accordance wills Table R602.3 1.Joists bearing on to FLOOR SHEATHING NAILING AT 8 x 8 14 O g P dance with Figure R507.9.2(2),the hold-down tension e-AfAXIMUh10N CENTER TO 4c of a single-ply beam or ledger shall be attached by a devices shall be Installed in not less than four locations per 0'MAXIMUM 2020 RESIDENTIAL CODE O F r For SI:I inch-2SA mm,1 root-304.8 mm, mechanical connector.Joist framing into(he side of a I pound per square foot-0.0479 kPa. deck,and each device shall have an allowable stress a.Measured to ilia underside of(lie beam. beam or I WARNING: NEW YORK STATE design capacity of not less Ikon 750 pounds(3336 N). JOIST JotsTa 1%Baud on 40 psf live land. hangers, mar HANGER _ _ BEAM THESE DOCUMENTS ARE NOT VALID UNLESS EAM SECTION R507: e.The maximum permitted halght Is 8 fact for one-ply and two-ply beam. _ EACH END The maximum permitted licight far llirec•ply beams an post cap Is6 feet 9 __� solar B + + + + + + SEALED AND SIGNED IN INK,NO SCANS, Incites. t--- ==1j POST(BEYOND) POST(BEYOND) + + 21 + + REPRODUCTIONS OR COPIES ARE AUTHORIZED EXTERIOR DECKS R507.4.1 Dealt post to deck footing connection,Where L__ _-! C) posts bear on concrete footings In accordance Willi Section eeala l OEst BY WITHOUT WRITTEN AUTHORIZATION OF _ --►�--JOIST SPAN--• 7f . JOIST SPAN MEASURED �'� R403 and Figure R507.4.1,lateral restrain(shall be pro- JOHN G.SCARLATO JR.,ARCHITECT. LeD AigO `. Pose Post OPTIONAL OPTIONAL CENTERLINE TO CENTERLINE ,`LFt It!►� DRAWING NO. vided by manufactured connectors or a minimum post CANTILEVER CANTILEVER OF JOISTHANGER6 FURTHERMORE; ��`a c�CAf?4 0�+ embedment of 12 inches(305 mm)in surrounding soils or FLOOR JOIST YDECKJOIST IT IS A VIOLATION OF NEW YORK STATE LAW f rz"'G Q• � 4�O •��► concrete piers.Other footing systems shall be permitted. JOISTS ON FREE-STANDING DECK JOISTS ON nREE-STANDING DECK ` WITH DROPPED BEAM WIT FLUSH BEAM er Exception:Where expansive,compressible,shifting or FOR ANY PERSON,UNLESS ACTING UNDER THE O 3+:• m� other questionable soils are present,surrounding soils PrI011A.1 L 1 6EMISPAN aPA1MSPAN oPTtaNa aProNAt eFA1nsPAx eEnetaPAN "FadL DIRECTION OF A LICENSED ARCHITECT,TO h shall not be relied on for lateral support. CArrn{kveR ckMLEVER CANTILMR cANnte a FIGURE R507.6 ALTER IN ANY WAY THESE SEALED AND SIGNED TYPICAL DECK JOIST SPANS Lp 025240'�pQ/ t' 7 1 DOCUMENTS WITHOUT THE EXPRESS AND DROPPED BEAM FLUSH BEAM Forst:I lhieln-2SA ntttt' CONDITIONED PERMISSION OF THE ARCHITECT. OF FIGURE R507,5 FIGURE R507.8.2(1) TYPICAL DECK JOIST SPANS DECK ATTACHMENT FOR LATERAL LOADS