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HomeMy WebLinkAboutDP25-003 u y a z o Ln N W W) A .. y v a 0-4 UriQ` a x -0 5 9 'A cd Z H N n1 O ° o Y3 y ON v FQ ^ a Z M so O v W C wcq 6, c O1e cad r� a LTJ F b u x 15 (1�� o v o v W U ©O �. z W W E^ A J -c a U w: p OU AT uo "Ct U11 � a a F 0 4 � U � v � O O d U o ? So y� a p11 aon v x z < �C z U W. O u p u z WI r-I Z p• W F d M A � Z � � o � � •� ob BUILD MENT V E a Ry a a, ox 938 KING ET RYE BR` ,NY 10573 -0 F 25 EB - 4 20 a 4 UV VILLAGE OF '_ BUILDING D -,' F N10 Ll T/o Al PERMIT APPLICATION FOR OFFICE USE ONLY; /� Approval Date: FEB 1 2 2025 Permit M Application Fee:$ � /C./ ax( Approval Signature:� a �s Permit Fees: S. 3 ':�) `7 C) Disapproved: Other: Application dated: is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the interior alteration of an existing building,or for a change in use,as per detailed statement described below. 1, Job Address: ) C3>e.1jAwo PLO-4L SBL: 12.I. 5 1 - Z1 Zone:` I s 2. Proposed Improvement.(Describe in detail): or• a Ec�f�n ��c� 1 t! $Ia-I�4 G r'P �,\A &,,r.yM atiAr a,F _5 k c.e-y 040- G c-. 4-T , A2 01_'1414 r, dawlk'Kr-c— u-3 Zju414 /n 4- viw 7>4ox jrtG,r• 3. Does the proposed improvement involve a Home-Occupation as per§250-38 of the Code of the Village of Rye Brook? No:{,,­ Yes: If yes,indicate: TIER I: TIER II: TIER III: 4. Will the proposed project require the installation of a new,or an extension/modification to an existing automatic fire suppression system(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) :No: I,— Yes: (If yes,please submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 5. Occupancy;(1 fam.,2 fam.,comm.,etc...)Prior to Construction: After Construction:16.1"ias 6. N.Y State Construction Classification: N.Y.State Use Classification: 7. Property Owner/"C*AVJvA 4 W 4t" Tj�,w_)'�±,•+�Address: 31 3�dz000 I&WJL Phone# Cell# tLO3) email:w4 i tnty'$-c-V-L-•3 Zn a C�,r+al,ca►ti 8. Applicant: C A-1 k_e. _ Address: Phone# Cell# email: 9. Architect Se.0,11a"4o rM &UAtA& Address: �3 1�d ,r F h I I (ice r Anknant t !j /Q4_-�4 Phone#014) ID-235V Cell# /�_A)714r -015-Z' emai r I `" C 6 vh t I L . 10. Engineer: Address: Phone# CJell_# email: /���!(J2 11. General /Conttract/or:g eco"0 ZS7�uC40/2��dd�s _q/3 #� l7 v Phone# !/` - /©ICJrO / > i��/Rrf'J(�4 email: 12. Estimated cost of construction $ (NOTE:The estimated cost shall include all labor,m erial,scaffolding,fixed equipment,professional fees,and material and labor which may be donated gratis.) 13. Job Timetable:Start: Finish: (1) 6/1/2024 BUILD MENT vIL OOK FEB - 4 725 938 KING ;$lt ,NY 10573 VILLAGE OF RYE BROOK ov BUILDING DEPARTMENT *:s:*****w*ww�rxxwww,r**ww*w*t�*,�wxw*,�wwwwww,�w*w*www,�w*w*+�w+w:c*,rw�r*w,rww,�ww**wwwwwwwwww*ww*:�+s��et**x*xw*�:*w� AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 • STORM SEWERS AND. SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLQM ING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT. STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: I, residing at, 1 3 ox wow 5' z, - _— Print nanic) I (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 +Qx W aao PLC err ,Rye Brook,NY. (Job Address) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief, that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. (signature of Property Own )) U LAM EQ Lk (Print Name of Property O% er(s)) Sworn to before me this JA n rJ da of (� 217�_� (Notary Public) SHAftl MEULLO Notary Public,State of NOW YOFk No.OIME6160063 Qualified In Westchester County, l Comm►ision Expires ilmutry 29,ZO Z (2) 6/1/2024 This form must be properly completed&notarized by the Design Professional of record and the Property Owner. Failure to provide this completed forms with your permit application will delay the permitting process. Notice of Utilization of Truss Type, Pre-Engineered Wood, or Timber Frame Construction. (Title 14 Part 1264& 1265 NYCRR) To: The Building Inspector of the Village of Rye Brook, From: G S co• -1 u,-a C SubieetProperty:_ 1,awwocm RL L SBL; 17,9• `j 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) ❑ Pre-Engineered Wood Construction(PW) ❑ Timber Construction(TC) in the following location(s); ❑Floor Framing, including Girders&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 J a V1 t— Sworn to before me this clay of v 20_ L day of 31 ,20� Signature of Prope wner ignature of Design Pro ional �;t yri ame of Properl® er nt amc of De vI*gnProfe 'ona Notary Public Not ry Public SHARI MEULLo Notary Public.State of Now Yolk SHARI MEUUA No.o1ME6160063 Notary Public,State of New York Qualified in Westchester county. No.01ME6180063 commission Expires Jahuory 29,202 Qualiflod in Westchester county (3) Commtsslon EAAM Mwa y 2%Xf This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: G, ISC_',rl c'-Sa Lar f- v'�0�,being duly sworn,deposes and states that lie/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 arctiucct,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 ��CmLkao Sworn to before me this J Uhyc- ✓ day of G , 20 day of -30 , 20 z-s- bLj�u4 &, , Q1, Signature of Property ow c nature ofAp6licant W3ccc [ i .PtiDl Name of Property Kvner amc of Applicant r X� Notary Public Notary Public SHp,RI MEtJLLO Notary Public,State of New Yock No.01ME6160063 SHARI MEIJLLO Qualified In Westcheste►COW* [� Not Public,State of New Yooc Commission Expires 1tmuoy 140.01ME6160063 Qualified In VYestcheste►County Commission Expires Jshuaty 7 (4) 6/I/2024 MMWOVE WOON PRE-DEMOLITION NOTES: DEMOLITION/REMOVAL NOTES: ----�r =___ -- - _ ' 8.ALL DEMOLITION AND REMOVAL WORK SHALL BE PERFORMED IN STRICT CONFORMANCE WITH ( I I I I � 1.THE OWNERS AND THEIR CONTRACTORS SHALL BE FULLY RESPONSIBLE FOR INVESTIGATING, 1.BEFORE PROCEEDING WITH WORK,EACH CONTRACTOR AND SUB-CONTRACTOR SHALL ti�pw LOCAL BUILDING AND ELECTRICAL CODES,O.S.H.A SAFETY REGULATIONS AND ALL OTHER I I I ISM - �NZ� IDENTIFYING AND ABATING ALL POTENTIALLY HARMFUL MATERIALS WITHIN THE STRUCTURE THAT THOROUGHLY EXAMINE THE EXISTING CONDITIONS AT THE PROJECT SITE TO ASSURE THAT THE SCOPE REGULATIONS HAVING JURISDICTION INCLUDING THE BUILDING OWNER AND MANAGEMENT. I I I I 'b I �n0 `�'-'�f I' itli 1, / MAY BE DISTURBED OR AFFECTED BY THE PROPOSED WORK.ALL REQUIREMENTS OF N.Y.S.LAWS OF WORK CAN PROCEED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. CONDITIONS a GUf WPLK GUf W&K WAS ��p�A1?y 13MWOOM NAIL t3AT}i / 1111 AND THE REGULATIONS OF THE MUNICIPALITY OF THE PROJECT SHALL BE FOLLOWED.NO FOUND THAT WILL ADVERSELY AFFECT THE WORK SHALL BE REPORTED TO THE ARCHITECT PRIOR TO 9.THE GENERAL CONSTRUCTION CONTRACTOR SHALL COORDINATE THE SEQUENCING OF THE I I I I ,; ? iiii ATTEMPT IS MADE DURING OUR REVIEW TO POINT OUT ELEMENTS OF THE EXISTING CONDITIONS PROCEEDING WITH THE WORK SET FORTH IN THE CONTRACT DOCUMENTS. INCLOSEt INA 05:1 / u . I / I a DEMOLITION WORK AND OTHER WORKS WITH THE WORK OF THE PLUMBING,ELECTRICAL AND I IP�MOVF I I / II �; !; / 0 WNDOW:11i: THAT MAY REQUIRE ABATEMENT.THIS STATEMENT PERTAINS TO ASBESTOS AND LEAD,BUT IS NOT MECHANICAL SUB-CONTRACTORS. ——— _ I11 IN LIMITED THERETO.IN ADDITION,ALL CONTRACTORS THAT WORK ON THIS PROJECT MUST 2.PRIOR TO THE START OF REMOVAL/DEMOLITION,PROVIDE TEMPORARY DUST PROTECTION BETWEEN EX1511W 0WWOM#2 COMPLY WITH THE EPA LEAD LAW WHICH TOOK EFFECT IN APRIL 2010. AREAS DESIGNATED FOR REMOVAL AND EXISTING TO REMAIN.PROVIDE TEMPORARY DUST 10.ENTIRELY REMOVING EXISTING WALLS(SHOWN DASHED IN DRAWINGS)FROM CEILING TO FLOOR / \ emove I PROTECTION ON A CONTINUOUS BASIS FOR THE DURATION OF DEMOLITION OPERATIONS.MINIMUM 6 1111 II2 AMC FILL MIL POLYETHYLENE SHEET SEALED WITH DUCT TAPE AS REQUIRED. INCLUDING BASE,TRIM,DOORS,WINDOWS AND FRAMES.REMOVE ENTIRELY ALL MILLWORKS, -� L 1AMCFILrsS J 2.CONTRACTOR IS RESPONSIBLE FOR ALL HAZARDOUS MATERIAL TESTS THAT SHALL BE REQUIRED COUNTERS,CAB NETS AND ITS SUPPORTS.REMOVE ALL CONDUITS,PIPES,SWITCHES,OUTLETS,AND / ` \\.� °tWG5— III N, BY THE BUILDING,MUNICIPAL DOB,OR NYS LAW.SUCH TEST SHALL BE DONE BY AN APPROVED, ETC.ON ALL EXISTING WALLS TO BE REMOVED.BEFORE PROCEEDING WITH THE WORK,COORDINATE V���ON1111 - LICENSED AND INSURED COMPANY AND SIGNED OFF BY THE BUILDING AND DOB PRIOR TO ANY 3.PLUMBING AND ELECTRICAL REMOVALS:PRIOR TO THE REMOVAL Of ANY PORTION OF THE EXISTING 1111 RE�1101/E EXISnNG HlA,I. ��^� � WITH OTHER CONTRACTORS TO VERIFY THAT SERVICES ARE DISCONNECTED.REFER TO DRAWINGS FOR 11i1 WA,I. \ DEMOLITION. PLUMBING OR ELECTRICAL SYSTEM COMPONENTS THE CONTRACTOR SHALL ARRANGE FOR THOSE THE EXTENT OF THE WORK.WHERE REMOVAL HAS OCCURRED AND EXISTING CONDITIONS ARE FOUND A PORTIONS OF THE SYSTEM INDICATED FOR REMOVAL TO BE DISCONTINUED,AND WHERE REQUIRED, THAT AVERSELY AFFECT THE WORK AND REQUIRES RELOCATION,RELOCATE SUCH ITEMS AS DIRECTED 3.ALL DIMENSIONS ARE FINISH FACE TO FINISH FACE UNLESS OTHERWISE NOTED. RE-ROUTED AS INDICATED ON DRAWINGS. BY THE ARCHITECT AND THE OWNER. t'EMOve/ 4.ALL EXISTING WALLS TO REMAIN,OR ALL WALLS AFFECTED BY DEMOLITION OR NEW 4.EXISTING ELECTRIC PANELS,GAS METERS OR WATER METERS TO REMAIN. 11.PROVIDE PROPER SHORE SUPPORTS PRIOR TO THE CUTTING AND OPENING OF EISTING WALLS, 1 I OHNWALL / CONSTRUCTION TO BE PATCHED.PROVIDE CORNER BEADS WHERE REQUIRED;TAPE AND FLOORS OR ROOF.RELOCATE/RE-ROUTE EXISTING PIPES AND CONDUITS INTERFERING WITH NEW Fori,_'-W RALINC6 SPACKLE,PREPARED TO ACCEPT NEW FINISH.ALWAYS USE DIMENSIONS AS SHOWN,DRAWINGS 5.ITEMS INDICATED FOR REMOVAL ON DEMOLITION DRAWINGS INDICATE TYPICAL WORK ITEMS.THE OPENINGS. 1 w"" ARE NOT TO BE SCALED. SCOPE OF WORK IS NOT LIMITED TO,AS INDICATED ON THE DRAWINGS,BUT INCLUDES WORK ON ALL 1 IAW P 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 12.CUTTING AND PATCHING SHALL BE PROVIDED WHERE WALLS ARE DEMOLISHED,INSTALLED OR EXI%NG FRIMAnY T3EVPVOM THOROUGHLY EXAMINE THE EXISTING CONDITIONS AT THE PROJECT SITE TO ASSURE THAT THE b.ALL EXISTING BUILDING PARTS INDICATED FOR REMOVAL SHALL BE REMOVED IN THEIR ENTIRETY.ALL MODIFIED AND SHALL BE PERFORMED IN A FIRST CLASS MANNER.ALL FINISHES SHALL BE RESTORED TO MATCH THE ADJACENT FINISH. el SCOPE OF WORK CAN PROCEED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. EXISTING BUILDING ELEMENTS NOT INDICATED FOR REMOVAL SHALL BE RETAINED AND SHALL BE EXISnNG l3EDR00M#3 6.PRIOR TO THE START OFREMOVAL/DEMOLITION,PROVIDE TEMPORARY DUST PROTECTION SAFEGUARDED AND PROTECTED FROM DAMAGE OF ANY KIND. 13.ALL EXPOSED ROOF SURFACES SHALL BE PROTECTED AT THE END OF EACH WORK DAY BY MEANS OF BEST STANDARDS AND PRACTICES.ROOF EXPOSURE DUE TO DEMOLITION OR REPLACEMENT OF BETWEEN AREAS DESIGNATED FOR REMOVAL AND EXISTING TO REMAIN.PROVIDE TEMPORARY 7.ALL REFUSE AND DEBRIS CREATED BY THE WORK OF THIS PROJECT SHALL BE REMOVED FROM THE MATERIALS SHALL BE COVERED FROM WEATHER DESPITE FORECAST BY TARP.OPENINGS E 1111 DUST PROTECTION ON A CONTINUOUS BASIS FOR THE DURATION OF DEMOLITION OPERATIONS. PREMISES AND LEGALLY DISPOSED OF AT AN OFFSITE LO`'ATION ^.'. '. iiii MINIMUM 6 MIL POLYETHYLENE SHEET SEALED WITH DUCT TAPE AS REQUIRED. FENESTRATION SHALL BE COVERED BY PLASTIC SHEETING AT A MINIMUM AND PLYWOOD IF SECURITY RENIOVEI111 OF THE STRUCTURE IS AT ISSUE. ����.� EXI51%DEGROOM#4 F iiii �`� 1 p1 q,cNw�t ,,,I 7.PROVIDE PROPER SHORE SUPPORTS PRIOR TO THE CUTTING AND OPENING OF EXISTING UN� 1 1 FOR Kew \ WALLS,FLOORS AND ROOF.RELOCATE/RE-ROUTE EXISTING PIPES,CONDUITS,INTERFERING WITH I I wtr,DOW �MovC� NEW OPENINGS. WARNING: I I AWW-AVr9 eMckrr THESE DOCUMENTS ARE NOT VALID UNLESS ME1 T CAN H VMPOW _WM70W_ _mvOLV -AKI?�'1_ To FILE I —b^====__ __=____ _ ____ _______ SIGNED IN INK,NO SCANS,REPRODUCTIONS OR ------- ------- ------- -----'- RMIT# ARE AUTHORIZED BY WITHOUT WRITTEN AUTHORIZATION OF JOHN G.SCARLATO JR.,ARCHITECT. B L# , / FURTHERMORE; :z IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY SECOND DEMOLITION PLAN PERSON,UNLESS ACTING UNDER THE DIRECTION OF A SCALE: 1 4" = 1'—O' .ATE A�'r Rs1/E� � r � LICENSED ARCHITECT,TO ALTER IN ANY WAY THESE SEALED AND SIGNED DOCUMENTS WITHOUT THE EXPRESS PERMISSION OF THE ARCHITECT.[ECE VE POr.BUILDING INSa EC G•,aril age •f Rye B ook NY , r~ 9 Y >, PL-jj FEB - 4 2025 1. H, Y Y � -- - - - - - - - -� - - � � _ _ _ _ _ _ _ _ = VILi. � OP R"Ir'Ee�'O*K r1Pi25 Iss >7 l� For?rrr'.Mlr O O O ���� � IIN DEPARTMENT I I r — v II I I I I I I I I UIL_� lu LI NSED I-- — J I II vs " PLU I �MovE ExsnNG I I I ( MCKAM75rA l R5 I ( II i REQU' � FILE" II -----, I I F1 MOVE c------t 1 Y'P1.6 I i UVING%OV I Foo �t-+•KE DETECTORS PMJ PPK FKJE DER ;EXnNDS f0 CDINI-14 M7 .�4kUiRED ASPER J o h n 3 BUILDING cl ca rl ato I GUf FAMILY ROOM�I•............. - Architect Ir-- --------�I 11ER iPAP 1 1 1 I; omw NU1.1. 1 111''jL''" I I TOR lbw Y 33 B ram Hill Road I I I I I of POwIrR 11 i I I we""I 1 Armonk(21 ,NY 10 4 AND I�E/V1iR� ,� i i i i ?' i i Phone:(914)273-7350 ffmgve EXISnNG 5fOP.A!E I I' I , I I~�/i� I I GUf KIiC1�N I JGSCARLATO@GMAIL.COM vvl N7ow EXJ5nNG UnUiY ROOM I 11 L� BUCKLEY RESIDENCE Li T 17 III — ff�; 31 BOXWOOD.ph _� I 1 1 U �M� ,� �• RYE BROOK, N.Y. 10573 e--- ------E�----I------- --------- P.fI wc6 _ 1 1 N50N6 01IN6 ROOM EXI51%UNFIN1ftt7 I LJ •' ALTERATIONS 6A�MENt _ aP lh+o+r GYP EXI5nNG GAI ACE EA511N6 fOYER A • • NS v4vow O / CEILING REMovE aD I 6== LEG E N D - - CLo%f W&L5 I II / II / II EXISnNG t71NING R001v1 III DEMOLITION PLANS mod_————= ELECTRIC PANS, I WATER IeW FC1,PdDAWN EA5nN6A C0145MXflON f0 5fAY DRAWING NO. ` EX SnNG 5t007 - O IL - - - - JI i V,rNDOW LfffIT BASEMENT FIRST FLOOR .�•f � EXISTING StEt'S x _— -- ; A 1 DEMOLITION PLAN DEMOLITION PLAN SCALE: 1 4" = 1'-0' SCALE: 1/4" = 1'-0' ' General notes: 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 LEGEND IN THE 202D EXISTING BUILDING CODE OF NEW YORK STATE CHAPTER 6 IDENTIFIED BELOW. LATEST EDITION FOR A.S.T.M.DESIGNATION A-36 OR A-500 FOR ALL"IS"SECTIONS.ALL STRUCTURAL STEEL WORK SHALL COMPLY WITH SPECIFICATIONS FOR THE DESIGN, ELECTRICAL LEGEND ALL WORK SHALL ALSO CONFORM TO THE 2020 BUILDING CODE,RESIDENTIAL CODE. FABRICATION AND CONSTRUCTION OF STRUCTURAL STEEL FOR BUILDING OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION LATEST EDITION,PROVIDE STIFFENER ANGLES OR PLATES i�VJ CONSnaJCnON FIRE CODE,ENERGY CONSERVATION CONSTRUCTION CODE,MECHANICAL CODE, UNDER ALL POSTS,COLUMNS OR STRUTS THAT ARE CARRIED BY STEEL BEAMS AND IN THE h-W�COI?A SMfCH FUEL GAS CODE,AND PROPERTY MAINTENANCE CODES OF NEW YORK STATE AS APPLICABLE. WEB OF BEAMS CANTILEVERED OVER COLUMNS OR BEAMS SUPPORTING HANGERS.UNLESS (5E POLE TO M11.11-VJAY A5 vvawva2) 2.CONTRACTOR SHALL PROTECT&BRACE ALL WORK FROM DAMAGE DURING CONSTRUCTION. OTHERWISE SHOWN OR SPECIFIED PROVIDE 6x8xY2 BEARING ON CONCRETE MASONRY IF ANY. P��Q. s WINfOLMMON 10 1_M DECORA I hWa%MfCH 3.ALL WORK TO BE PLUMB&TRUE,ALL PLUMBING WORK TO BE IN COMPLIANCE WITH NYS 10.HEADERS TO BE 13)7'X 10'IN 2x6 WALLS OR(2)7'X 10'IN 2X4 WALLS UNLESS OTHERWISE NOTED. ''"• �P O EXI5"CoNSTR 1014 to 5M PLUMBING CODE,ALL ELECTRICAL WORK TO BE IN COMPLIANCE WITH N.F.C..All HVAC 1 I.INSULATION IN FLOORS,WALLS AND CEILINGS TO BE A COMBINATION OF FIBERGLASS BAT, NEYr DECORA I CEPTACLE 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 T� r —1 EX mr'f0 OE RET owt? SUB-CONTRACTORS SHALL BE LICENSED AND INSURED.ALL PLUMBERS AND ELECTRICIANS ARE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE CHAPTER 4, �P�u NEW V'cCORA a0JN9 F/W.f CIRCUIT INfEFRi.Pf ECEPfACLE RESPONSIBLE FOR ANY ADDITIONAL PERMITS.APPROVALS AND INSPECTIONS THEIR PARTICULAR WESTCHESTER COUNTY IS CLIMATE ZONE 4A.TRADE MAY REQUIRE 12.ALL FOOTINGS TO BE A MINIMUM OF 3'-6-BELOW GRADE,OR LOCAL FROST DEPTHAS SPECiFIEDBY NEW YY W MCORA ARC FAU.f CL?Mf BJTER Mf FlaFrAQ.E 4.LUMBER MATERIALS USED IN THE BUILDING SHALL BE GOOD,SOUND,DRY FREE FROM ROT, THE ARCHITECT.UNDERPIN WHEN NECESSARY. AFCI \J LARGE AND LOSE KNOTS,SHAKES AND OTHER IMPERFECTIONS WHEREBY THE STRENGTH (5HOWN A5 RMMWDER Of CODE RE"KNO MAY BE IMPAIRED.ALL NEW LUMBER SHALL CONFORM TO 2020 NEW YORK STATE BUILDING CODE 13.HOUSE TO CONFORM TO ANY LOCAL SUPPLEMENTAL CODE. MEW DECCZA aW r,:CEPfAQE CHAPTER 23.FASTENING SHALL CONFORM TO 2020 NYSBC TABLE 2304.10.1 O WIUI7LAv Leff R ALL LUMBER SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN WOOD COUNCILS 14.PROVIDE BLOCKING AS REQUIRED TO BEARING POSTS ONTO GIRDER OR BEAM CONDITIONS NATIONAL DESIGN SPECIFICATIONS FOR BENDING STRESS AND DEFLECTION,AND 2020 NYSBC 2306. AND VERIFY ALL BEARING TO FOOTING. wew Ppme ouur ALL WORKMANSHIP INCLUDING BLOCKING,MILLING,BRIDGING,ECT.SHALL CONFORM TO THE 2020 �� 1W tV CAt31 E OUf1 Ei ELEVATION LOCATION 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 x HARDWARE AS REQUIRED.ALL BEAMS.JOISTS AND RAFTERS TO BE SET WITH NATURAL CROWN UP. SPECIFICATIONS ARE IN COMPLIANCE WITH 2O20 N.Y.S.ENERGY CONSERVATION CONSTRUCTION CODE x PROVIDE DOUBLE RAFTERS AND HEADERS AROUND ALL ROOF SKYLIGHTS UNLESS OTHERWISE NOTED. O NEW CK 6 MP.h�f PORE OWLET ALL LUMBER SHALL BEAR VISIBLE GRADE STAMP.ALL STRUCTURAL LUMBER INCLUDING BUT NOT 16,ALL DECK RAILS AND STAIR HANDRAILS SHALL CONFORM TO THE 2020 N.Y.S.BUILDING CODE O NEW I;ECC5%17 LEV 17AVN Llalf LIMITED TO TJL TGI,&LVL BEAMS OR EQUIVALENT SHALL BE INSTALLED PER DRAWINGS AND SECTIONS 1014 HANDRAILS AND 1014 GUARDS. 9"MT L3AFFEL MANUFACTURERS SPECIFICATIONS,ALL HANDLING AND INSTALLATION PROCEDURES MUST BE 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 0 WW LED I&NM-W LWr PLCK OR 5W WARNING: NOT BE ALLOWED TO GET WET AT ANY TIME. TIES)IN COMPLIANCE WITH 2O20 N.Y.S.BUILDING CODE 1 Vr13FY WITH CN4Zi THESE DOCUMENTS ARE NOT 5.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 0 NEW RECESSED YMM DOWN LIC3•If 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 fi 5"[3A�FLE VJTMLENS j VALID UNLESS SEALED AND ARCHITECT. FROM STRUCTURAL ELEMENT TO BE SUPPORTED CONTINUOUSLY TO A SOLID MASONRY FOUNDATION THAT EXTENDS BELOW REQUIRED FROST DEPTH AND RESTS ON A FOOTING OF SIGNED IN INK,NO SCANS, 6.ALL CONCRETE WORK,DETAILS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE TYPICAL CONSTRUCTION. 0 wev 5r�DETECfG� 5 REPRODUCTIONS OR COPIES ARE WITH THE PROVISIONS OF AC1318 AND ACT 332 OR PCA 100,AND THE 2020 NEW YORK STATE RESIDENTIAL CODE CHAPTER 8.ALL CONCRETE SHALL BE TYPEA.3000 PSI COMPRESSIVE 19.ALL SiMPSON STRONG TIE CONNECTORS AND ANCHORS ARE DESIGNED WITH SPECIFIC LOADS AND © WZ12 CARDOW ti OWAM PMCfOR AUTHORIZED BY WITHOUT AND SECURELY TIED IN PLACE SO AS TO PREVENT DISPLACEMENT DURING CONCRETING. CAPACITIES.SUBSTITUTIONS OF THESE HANGERS FOR DIFFERENT MODEL NUMBERS THAN STRENGTH AT 28 DAYS.RENFORC04G BARS TO CONFORM TO 2020 NYS BUILDING SPECIFIED BY THE ARCHITECT OR ENGINEER IS FORBIDDEN WITHOUT VERIFYING THE REPLACEMENT WRITTEN AUTHORIZATION OF JOHN CODE SECTION 1905 MODIFICATIONS TO ACT 318. PART WITH THE DESIGN PROFESSIONAL fA. Q 1^ID 5A1GXE/CAR130N rhONOX1DE COkBo DErC10R REINFORCING SHALL BE ACCURATELY INSTALLED TO REQUIRED ELEVATION 0 G.SCARLATO JR.,ARCHITECT. 7.CONTRACTORS TO VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR 10 STARTING WORK. ?' ' H WITO HEAP mi1,cfm ANY DISCREPANCIES ARE 70 BE REPORTED TO ARCHITECT.ALL WRITTEN DIMENSIONS ON FURTHERMORE; THE DRAWINGS SHALL TAKE PRECEDENCE OVER ANY SCALED DIMENSIONS. k�:)e vnf1T;RYOPE TV5&M/CAMNMON0= IT IS A VIOLATION OF NEW YORK COAgP.O DETI CfOR 8.ALL FOOTINGS SHALL BEAR ON UNDISTURBED VIRGIN SOIL HAVING A MINIMUM SAFE BEARING STATE LAW FOR ANY PERSON, CAPACITY OF 2 TONS PER SO.FT.BRACE RETAINING WALLS OR FOUNDATION WALLS A$ 19dCfI0N DOX FG?LlLdif F1XnFc UNLESS ACTING UNDER THE REQUIRED.BACKFILL WITH APPROVED MATERIAL,BACKFILLING UNDER SLABS,AROUND PIERS AND ON EACH SIDE OF FOUNDATION WALLS SHALL BE DONEDENSITY AT IN LAYERS NOT TO EXCEED [� W1i L SC�10E J iNflION DOX DIRECTION OF A LICENSED 10 CONTENTS EXCAVATION MUST BE FREE OFN SHALL BE 95%OWATERIMUMWH E F OPTIMUM MOISTURE FOUNDATION WORK 5 IN PROGRESS. Q nON 60X ARCHITECT,TO ALTER IN ANY WAY TRUCKS.BULLDOZERS OR OTHER HEAVY EQUIPMENT SHALL BE OPERATED WITH CAUTION AND wALL Lrcalr THESE SEALED AND SIGNED IN SUCH A MANNER AS TO CAUSE NO DAMAGE TO FOUNDATION SYSTEMS. DOCUMENTS WITHOUT THE cElm I'm R>:NTORap ml-f oN eox EXPRESS AND CONDITIONED PERMISSION OF THE ARCHITECT. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FOR RESIDENTIAL DISTRCTS Cxo11w MI'v 9'EED f UCBA'C YA 5PECW-wtqvANV u"5E15UJC DESIGN WEAfKFa,,l R05f LIit WAIT PROTEClioN yr V !CE DA1',r.,1:R FLOOD AIR FREE MrA�J Al\Tl altAAr ZONT%,GW LOAD( SPEED EFFECTS maoN I DET3R15 zml cgff4m ptroi RE T3;D VM4 TEMP.LINVERLAYMEmr HAZAR175:NO IlVc:X Urr A�<motsl) 30 P5P 119/120 1 No NO I iV a 1%\rat 1 42" 1 Yc5 15 REO'D FIRM MAP 9-28-07 500 92.2 %119CO291F lib Diu(j'o,x f:,lLL �, \�FF o�1..� f fo CW35 Pfmove \ VNM REPLACE iturc ED O ' REPI ACE o$ Ir1 I1) I' 1 ' EX FlXtlh'ES MOO o HALL C3A'M;t-iI I 1- L a wc.Lvmr yr/L.EN fd F H OP • III `1Lffcr 0� tV c r SECOND FLOOR HALL BATH ---------- -- - - �. CONSTRUCTION PLAN �n SCALE: 1/4" = 1'-0' • ' • 1 11 BUCKLEY RESIDENCE . 31 BOXWOOD._Pb�- RYE BROOK, N.Y. 10573 SECOND ••' HALL RENOVATION SECOND ••' CONSTRUCTION a • D F? DRAWING NO. f_ 0 i. t