Loading...
HomeMy WebLinkAboutBP24-092 _ _ N o RI L � � W 44 " N v; O z � a o a x0.4 y CA O W f) V) a� cn 0004 �o �, w w W V o c o � � o A� W to 8 A "� r— W Z B u v F+1 W O Cf w � � ro _ zJ° a0. .pC 00 O = W o o as " oo � o au En cd = W N o " . y� Bu � z p00 CA W "S � O G4 V c` W H o o b v � � � Z O 0 -R Cf)00 _ Oy Q o z pq �n O o .o W U w OO p V O p E: o �° ] . a V V V z O N rf) M A W z o � um _ d o °"v _ x � � _ _ BUILDUU 6 DEPAR MENT D I VIL4ET E OF RYE OK 938 KING RYE BROOK,NY 10573 MAY - 9 2024 4),939-0668 www.ryebrook.or2 VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE VONLY: �y [/ 1 Approval Date: f �` Permit# �Q !_G 9c7_ Application# Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: : Date: BOT Approval Date: Case# : Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# Other:Application Feesg/t0',/'��yy b Permit Fees: U EXTERIOR BUILDING PERMIT APPLICATION Application dated: is hereby made to the Building Inspectorof the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below. 1. JobAddress: 3 Mohegan Lane, Rye Brook,NY 10573 2. Parcel ID#: 13 5 . 5 0-1-61 Zone: R-12 3. Proposed Improvement(Describe in detail): Roof covering including shingles and underlayment the roof ceiling structure including sheathing rafters,ridge board,collar ties and ceilingn joints, exterior masonry (chimney) , exterior deck including guard rails 4. Property Owner: Kenneth Gerchick Address: 3 Mohegan Lane, Rye Brook,NY 10573 Phone# 917-797-0459 Cell# 917-797-0459 e-mail List All Other Properties Owned in Rye Brook: Applicant: BLT Construction LLC / Bajram Tetaj Address: 955 McLean ave, Yonkers,NY 10704 Phone# 845 232 3110 Cell# 845 232 3110 e-mail Info@bltconstr.com Architect: Vincent Coakley Address: 188 Main North street, Port Chester, NY 10573 Phone# 914 774 9878 Cell# 914 774 9878 e-mail vc@proeng.nyc Engineer: Vincent Coakley Address: 188 Main North Street, Port Chester, NY 10573 Phone# 914 774 987$ Cell# 914 774 9878 e-mail vc@proeng.nyc General Contractor: BLT Construction LLC Address: 955 Mclean Ave, Yonkers, NY 10704 Phone# 845 232 3110 Cell# 914 727 6937 e-mail info@blteonstr.com (1) 6f 1/2©23 5. Occupancy;(I-Fain.,2-Fam.,Commercial.,etc...)Pre-construction: Post-construction: 6. Area of lot: Square feet: Acres: 7. Dimensions from proposed building or structure to lot lines: front yard: rear yard: right side yard: left side yard: other: 8. If building is located on a corner lot,which street does it front on: 9. Area of proposed building in square feet: Basement: Is,fl: 2nd fl: 3rd fl: 10. Total Square Footage of the proposed new construction: 11. For additions,total square footage added:Basement: 11 fl: 2nd fl: 31 fl: 12. Total Square Footage of the proposed renovation to the existing structure: 13. N.Y.State Construction Classification: N.Y.State Use Classification: 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: 17. Roof style;peaked,hip,mansard,shed,etc: Roofing material: 18. What system of heating: 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: 22. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: (if yes,applicant must submit a Site Plan Application,&provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: (if yes,you must submit a Site Plan Application,&provide a detailed topographical survey) 24. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: No: (if yes,the area 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: (jyes,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) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: Indicate: TIER 1: TIER II: TIER III: (ifyes,a Nome 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: $3 000 — Note.The estimated cost shall include all site improvements, labor,material,scaffolding,JJxed 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 requiredprior to issuance of the CIO, 30. Estimated date of completion: (2) 6A/2023 BUILDING DEPARTMENT VILLAGE OF RYE OOK 938 KING ,m ET RvE BR __.,,_ ,NY 10573 `c 4) 3g-0 ebrook.or AFFIDAVIT OF COMPLIANCE VILLAGE CODE F216 • 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 PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT . STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as:"`y i, en ya h _T . Qr_r-c,� �c�C_ , residing at, 3 1-k4Nasq r--, (Print name) (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; 1 `c.) �P cucq on L_gNu , 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 Owner(s)) (Print Name of Property Owner(s)) Sworn to before me this p day-of 0� ,20 Z'1 "X� lv_/�I& (Notary Public) SHARI MELILLO Notary Public,State of New York No.01ME6160063 Qualified In Westchester County 11 (6) Commission Expires January 29,20?I 8/12/2021 This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: ,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 9. Sworn to before me this day of , 20 day of , 20 Signature of Property Owner Signature of Applicant KQ� 4 Print Name of Property Owner Print Name of Applicant a JL Notary Public Notary Public SHARI MELILLO Notary Public,State of New York No.01ME6160063 Qualified in Westchester County Commission Expires January 29,20� (S) 8/12/2021 1507.1.1 ywir fopm. 12,ALL FOOTNGS TO BE A MINIMUM OF Y4'BELOW GRADE,OR LOCAL FROST DEPTHAS SPECIFIEDBY U}•E7EAAYMrJdf POP.ASPWd.f SHIJCLES,O.AYAW COFKFEIC 18.8,NtfAl PROF SFHJCI.ES,MNEPld.SUEPKEOP.AI P.00FBdG.SINE MB75LAIE•t17E • 6.ALL CONCRETE WORK,DETAILS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE THE ARCHiTECi,UNDERPIN WHEN NECESSARY. 5HNLLE5,IV=SHNaE5,WORD%M5,y1m.PDOP PMELS AND FWTIOVO1.rA1C%v aE5 SwtL COFFOFJ4 f011B ATUCW 5I]AW/7J5L151ED General notes• WITH THE PROVISIONS OF ACI 318 AND ACI 332 OR PCA 100,AND THE 2020 NEW YORK STATE LEGEND IN f145 CFPPtEe UNDE9.AYMEIdf MAf9M51901!r 0 fOCOM�PLYi MAIM 17276,D1970,D4M9 Aw D6757 5KI,01?AL/Oa IRWATWG I. THIS PROJECT IS SHALL CONFORM TO THE INDIVIDUAL CLASSIFICATION OF WORK AS DEFINED AND RESIDE CURTIAL CODE CHAPTER S ALL CONCRETE SHALL BE TYPE-I,DURDOOING PSI COMPRESSIVE 13.HOUSE TO CONFORM TO ANY LOCAL SUPPLEMENTAL CODE. comm w9i at SvWlv�GE510dkaAND,If AFFLuiX.e,iYri a aAMCAr 4 Q811f ap OJ f/,C1.E 15073A U.U,+ FLAYMNf SibL CE N THE 2020 EXISTING BUILDING CODE OF NEW YORK STATE CHAPTER 6 IDENTIFIED BELOW. AD SECURELY TIED IN PLACE SO AS TD PREVENT DISPLACEMENT DURING CONCRETING. STRENGTH A DAYS.REINFORCING BARS CONFORM 10 2020 NYS BUILDING 14,PROVIDE BLOCKING AS REQUIRED TO BEARING POSTS ONTO G,RDER OR BEAM CONDITIONS I WCONSII;IiC110N 1FRJZ0 W KCOI�ANCE N1M i!(ILE 1507.LK 2).l(W<72fH AYMJ ldf StVV l AfrK1ED IN KCOPDA'Jd`YAAI fADIE 1507.IJ(3). CODE SECTIONN 1905 MODIFICATIONS TO ACI CI 316. ALL WORK SHALL ALSO CONFORM TO THE 2020 BUILDING CODE,RESIDENTIAL CODE, REINFORCING SHALL BE ACCURATELY INSTALLED TO REQUIRED ELEVATION AND VERIFY ALL BEARING TO FOOTING, fADLE 1507.I.K9)IL�H7ERlAYIdENf AffACHMEIdr. FIRE CODE,ENERGY CONSERVATION CONSTRUCTION CODE,MECHANICAL CODE, 7,CONTRACTORS TO VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK, �� 15.TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT THESE PLANS AND '•°'''T'•'� ACVJF01987At1ON ItaE lO 7.1-it,)[Lw EL Al,TwrArr/W4r.1oN�5I5WUPA5IEN RSNA[d3DPAfIEErIOP 121J(FES�n'pJSD:IIYSriUHA6 iJWSPKeJLArSmE FUEL GAS CODE,AND PROPERTY MAINTENANCE CODES OF NEW YORK STATE AS APPLICABLE. ANY DISCREPANCIES ARE TO BE REPORTED TO ARCHITECT.ALL WRITTEN DIMENSIONS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER ANY SCALED DIMENSIONS. AWfWv?5.wvzaAYa1aNf5WU.L'BArw9pt 9J(GAsCOV.ORPLllSnC C/FI445M.0 F5WiE5%Ig1AlI0WK CAPDIWSROF WFLE55 SMI WDL 2.CONTRACTOR SHALL PROTECT&BRACE ALL WORK FROM DAMAGE DURING CONSTRUCTION. 16,ALL DECK RAILS AND STAIR HANDRAILS SHALL CONFORM TO THE 2020 N.Y.S.BUILDING CODE 0 U511NO CON51 U LION f0 5fAY JIEVLC/f'SSWLIUVEAAtaFJ'.�fiOPI�fLE55A1h4tiT C,AOE(OAMdITIOD SEEf1l:01.POPIERGRiyENMFfN ae5 5IVa PAW ARXIISIAA=55OF B.ALL FOOTINGS SHALL BEAR ON UNDISTURBED VIRGIN SOIL HAVING A MINIMUM SAFE BEARING I SECTIONS 1014 HANDRAILS AND 1014 GUARDS. OOIOWDI ll.'!r<m tHOC%(5 Ile OUf9DP EDa OF RA9QCCM59NLL a OA55 ea ee am 9M 5iva DE FJOfLE%r1IhW0A89NOrFOR 3,ALL WORK TO BE PLUMB&TRUE,ALL PLUMBING WORK TO BE IN COMPLIANCE WITH NYS CAPACITY OF 2TONS PER SQ.FT.BRACE RETAINING WALLS OR FOUNDATION WALLS AS 11"dVWKOFfYa5MV0.00 W IF09%WIH5IWrC/PNAL5.5wu5siat.of HofLE55amzcoa(0.02WOO 9f WW'&51MfiVCAP PLUMBING CODE,ALL ELECTRICAL WORK TO BE IN COMPLIANCE WITH N.F,C•,ALL HVAC REQUIRED.BACKFILL WITH APPROVED MATERIAL BACKFiLLING UNDER SLABS,AROUND 17.59fFW&VFA &&MMM%Mi VI�Q 201hfill CO M05i1W f01V l3;MOVED 5rIftE1,05 SIKL MW ALMOIA FFICEFIr(OPRICIM IIYAIf2109 ROOF 519,uMORWrI955106/140I00 fFe F1f70P 51041NO, j WORK TO BE IN COMPLIANCE WiTH ASHRAE STANDARDS,LATEST EDITION.ALL CONTRACTORS AND PIERS AND ON EACH SIDE OF FOUNDATION WALLS SHALL BE DONE IN LAYERS NOT TO EXCEED i i TIES)IN COMPLIANCE WITH 2020 N.Y.S.BUILDING CODE 2411 DEYOW 1140M FACE 1 SUB-CONTRACTORS SHALL BE LICENSED AND INSURED,ALL PLUMBERS AND ELECTRICIANS ARE 10INCHES.COMPACTION SHALL BE 95%OF MAXIMUM DENSITY AT OPTIMUM MOISTURE l e.'tf111 RESPONSIBLE FOR ANY ADDITIONAL PERMITS,APPROVALS AND INSPECTIONS THEIR PARTICULAR CONTENT.EXCAVATION MUST BE FREE OF WATER WHILE FOUNDATION WORK IS W PROGRESS. I' 1 B.ALL POSTS TO FOUNDATION FOR THE PURPOSE OF SUPPORTING THE ROOF OR OTHER STRUCTURAL I O 170OR KUV.MR 12 PLATE WALL-T�CLOW Val!I507.I K 2)LSdUEF1AYMPNf APPI IUUION TRADE MAY REQUIRE TRUCKS,BULLDOZERS OR OTHER HEAVY EQUIPMENT SHALL BE OPERATED WITH CAUTION AND I ELEMENTS SHALL BLOCKING AS SPECIFIED BY THE ARCHITECT OR A NOMINAL DIMENSION OF 4X4 --I>4 IORW 51.01`851`Eae ntitiwlr5«R0ui cJ12111ar H90Z MM(2.12)IP roFOUPI 15 IN SUCH A MANNER AS TO CAUSE NO DAMAGE TO FOUNDATION SYSTEMS, FROM STRUCTURAL ELEMENT TO BE SUPPORTED CONTINUOUSLY TO A SOLID MASONRY VEMICA N 12 10 5►losUWX(4J2),IAd MAYASIVSVLL eE M V%415/d7LOffi 4.LUMBER MATERIALS USED IN THE BUILDING SHALL BE GOOD,SOUND,DRY FREE FROM ROT, FOUNDATION THAT EXTENDS BELOW REQUIRED FROST DEPTH AND RESTS ON A FOOTING OF 0 faLOW5-..tMYAl9•WDI5W OF MF1AYMWffLrfMAIEL f0RJO5fM.ffZAf ee MYES. LARGE AND LOSE KNOTS,SHAKES AND OTHER IMPERFECTIONS WHEREBY THE STRENGTH - - _- TYPICAL CONSTRUCTION, X "wow WIT? 50fMAf 0e CAW,/MY%-IN OV.SEEr50F If.%aAYtlfNr,OVEIllM%SKa55M' i MAY BE IMPAIRED.ALL NEW LUMBER SHALL CONFORM TO 2020 NEW YORK STATE BUILDING CODE , F CHAPTER 23.FASTENING SHALL CONFORM TO 2020 NYSBC TABLE 2304.10.1 19,All SIMP50N STRONG ilE CONNECTORS AND ANCHORS ARE DESIGNED WITH SPECIFIC LOADS AND fle"96J085 El1KI,lv fill iJ2 4 VADI n l tare f o 9111DY6 fEEr,R5f0Prl?FI5111 ALL LUMBER SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN WOOD COUNCILS 9.All STRUCTURAL STEEL SHALL BE NEW,CLEAN AND STRAIGHT AND SHALL CONFORM TO THE ne w�®EfsnYA�Jr 51w.L IJDf MIeRE�YA6I no rrsa.IfYOP no 518JQ.E5 f0 SEA CAPACITIES,SUBSTITUTIONS OF THESE HANGERS FOR DIFFERENT MODEL NUMBERS THAN X ELT:VASION LOCAt10fJ NATIONAL DESIGN SPECIFICATIONS FOR BENDING STRESS AND DEFLECTION,AND 2020 NYSBC 2306. LATEST EDITION FOR A.S.T.M.DESIGNATION A-36 OR A-50D FOR ALL 75•',SECTIONS,ALL 'SPECIFIED BY THE ARCHITECT OR ENGINEER IS FORBIDDEN WITHOUT VERIFYING THE REPLACEMENT 4L FO'(lDOF SLOFESOP(0lPUJIfS VEP11fJd PJ 121)VIiSNOE,IONAL(4d2)OPGfYAIER ALL WORKMANSHIP INCLUDING BLOCKING.MILLING,BRIDGING,ECT,SHALL CONFORM 70 THE 2020 STRUCTURAL STEEL WORK SHALL COMPLY WITH SPECIFICATIONS FOR THE DESIGN, PART WITH THE DESIGN PROFESSIONAL. X P Tp NYSBC AND OR 2020 NYSRBC.PROVIDE LEDGER,BLOCKING,NAILERS AND ROUGH FRAMING FABRICATION AND CONSTRUCTION OF STRUCTURAL STEEL FOR BUILDING OF THE AMERICAN tWMAYMS14 51VU DE 01E LL Lim.A°PLEDA ato Aa 4i�EJ1maif 9v IPFLED p i a a HARDWARE AS REQUIRED.ALL BEAMS.JOISTS AND RAFTERS TO BE SET WITH NATURAL CROWN UP. INSTITUTE OF STEEL CONSTRUCTION LATEST EDITION.PROVIDE STIFFENER ANGLES OR PLATES ALTERATION-LEVEL 2 ,et9 511112E F/ar06L PAFALCL I0lN95fM-"f00A1 H LEAVE NFJLIMP 21400,V15110MI5141 PROVIDE DOUBLE RAFTERS AND HEADERS AROUND ALL ROOF SKYLIGHTS UNLESS OTHERWISE NOTED, UNDER ALL POSTS,COLUMNS OR STRUTS THAT ARE CARRIED BY STEEL BEAMS AND IN THE 003.1 SCOPE.LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION ATTIC '�LLf S �ESNJDSYuf PE OFf f0Y6FEerA�lrca nR SIB f05EN EFnUPS LIMITED TO TJIALL LUMBER,TTGI,&LVL BEAMS OR EQUIVALENT SHALL BE INSTALLED PER DRAWINGS AND LL BEAR VISIBLE GRADE STAMP.ALL STRUCTURAL LUMBER INCLUDING BUT NOT OTHERWISE SHOWN OR SPECIFIED WEB OF BEAMS CANTILEVERED VPROVIIDE 6x8x 14 BEARING ON CONCREER COLUMNS OR BEAMS SUPPORTING TE MASONRY F ANY.NGERS.UNLESS THE RECONFIGURATION OR EF SPACE,THE ADDITION OR XTENSION ON F ANY SYTION OF ANY STEM,OR HR OR E INSTALLATION �L Y� MANUFACTURERS SPECIFICATIONS.ALL HANDLING AND INSTALLATION PROCEDURES MUST BE OF ANY ADDITIONAL EQUIPMENT. WARNING: �v SUPPLIED BY THE MANUFACTURER AND SHALL BE FOLLOWED.TJI JOISTS AND LVL BEAMS SHALL 10,HEADERS TO BE(312-X I(r N 2x6 WALLS OR(2)2'X IW IN 2X4 WALLS UNLESS OTHERWISE NOTED. 603,2APPLICATION.LEVEL 2 ALTERATIONS SHALL COMPLY WITH THE THESE DOCUMENTS ARE NOT ----- 1507J,20 OAO&5. NOT BE ALLOWED TO GET WET AT ANY TIME. PROVISIONS OF CHAPTER 7 FOR LEVEL 1 ALTERATIONS AS WELLAS THE $1IRffi,021KRO W6 MEN AH5fOPYOf ICE FOP1l8JO&M fie 11,INSULATION IN FLOORS,WALLS AND CEILINGS TO BE A COMBINATION OF FIBERGLASS BAT, PROVISIONS OF CHAPTERS, VALiD UNLESS SEALED AND 1 EAVE5CAU5WADAMP Of WAiER,A CE D/1FAER 5IVu ve 5.WITH USE OF ANY TRUSS TYPE,PRE-ENGINEERED OR TIMBER CONSTRUCTION A SIGN WILL BE CONTINUOUS RIGID,OR SPRAY FOAM OR CEWLOUS INSULATION TYPES TO CONFORM TO SECTION 604 WALLED FOP tmvLf SHIJA.E5,NSfli ROOF 5HI•IA.ES, PLACED AT OR ADJACENT TO THE ELECTRIC METER WITH SPECIFICATIONS PROVIDED BY THE 2D20 NYS ENERGY CONSERVATION CONSTRUCTION CODE CHAPTER 4. ADDITIONS SIGNED iN INK,NO SCANS, 608.1 SCOPE.PROVICIONS FOR ADPITIONS SHALL APPLY WHERE WORK REPRODUCTIONS OR COPIES ARE ARCHITECT, WESTCHESTER COUNTY 15 CLIMATE ZONE 4A. IS CLASSIFIED AS AN AbbITID14AS bi�MNED IN CHAPTL-'R 2. M@•EPJL•SUF,fKED COLT.PJOOPWG,ANE A►dD:LAtC-1YF8 SHh�(.ES, ---�- --- WOOD56KLE5,M)D5V0 SIM5.ile la On=5RI,CON5151' -- 6002APPLICATION.ADDITIONS TO EXISTING BUILDINGS SHALL COMPLY AUTHORIZED BY WITHOUT - OF=LE55 OW rVIO LA12P5 or LtdDEFJ.AYN:A r CEMENTED - %ITH THE PROVISIONS OF CHAPTER 11. I0aftkOP.A�L-MHTMFaYNERMDPFI 010,11N99Er WRITTEN AUTHORIZATION OF JOHN 5fVd.L 00 USED LN P(KE GF NOPJAA-lfarea YMFNr AND EXTEND FROM ---uuu IKLOWE5r0Pa50PIUROOPSiP.FKE5f0APOsirwrLE55fWW G.SCARLATO JR.,ARCHITECT. 24IWK5(610 MIA)M2V 09 EXiEPJORN.L LA2 OF ITC DULFN �,.I(,�pGI'a }r(��K,D � FURTHERMORE; IT IS A VIOLATION OF NEW YORK p STATE LAW FOR ANY PERSON, 2020 N,Y.S.B.C. U N D E R L A YM E N T - _ UNLESS ACTING UNDER THE - ( C✓ ' � DIRECTION OF A LICENSED AND ICE SHIELD CODE R E F R E N C E S FEItMrr# ARCHITECT,TO ALTER IN ANY WAY THESE SEALED AND SIGNED N 0 T TO SCALE ------ i � ,,,�, DOCUMENTS WITHOUT THE I 1 se , EXPRESS AND CONDITIONED _,i0r►6 P�� PERMISSION OF THE ARCHITECT. AAY 2 fl 2024 1 i IYfiFiG , / g 1 1 (C [E IV E $URDING INSPECT age of Rye ��iPlac� Rkr/Ia�Gl.v�� ��PA.I� p�•��IFI� GLrT60:(-hpo MAY 11 2024 pWj� epr 01 1jf�IL 11� U•I•IMi 1 P,6r�1Ln"�06 P vT 6N Nr�la GiI'Alr►I�s S�(�l. ���1 VILLAGE OF RYE BROOK * a,I,w cm , 1` BUILDING DEPARTMENT 1 41� �� rlal->IL 1 0/+ [x� wi I1(L - ,� ,� p/cM,�G 11 (a uen I >TIry n N Q �`'f Irl I J0 GIZ> �P C y 0 P GL.I� 1 0 4 L eA?11" rawi,09- '. � HI 1b I?rl �1�4�'INl�rtcq�lr I vi`l•{� � I - �j•�5.121.�-.I•�,'�-� Jtl P� GVG N p DOD pip I - I u-, r Dc 13,�1 IG L_-II_�-Io6E Payl LiP1I.}RA L�14I•fI•I• �) o S� �� � . ��*1 d12 2a511Ir � lots / L>~1N6 Fri �J I'�i o}��l>�•I`I �-�H� J I,I-fvJ&LOW, 41 op tlaii 1� prair/ Hl 105-3 Four PLA+1 AS REQUIRED BY NY s^ laclJ,a \t. t TATf- f�t/,r � CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FOR RESIDENML MSTRQ � CL1MAtE ZONE:GP.OLLIO W I49 5PUI7 f 5PE ND 15 t7E51GN WiAiFEi3NG FROST LINE 1EfrJuU1E PT'IOTEC110N WWtET: D R FLOOD /lR Fi6 ZE NCAN ANNlU4 �` O L O 5PEEP EFF'EC15 ITT 0 N L79DR15 ZONE r_AfffAQRY IXPfH 90=17 VE504 TEMP.11N17@11 YMP 1 NO INMY 1f:MP 11n 40(moist) 36.-P5 115/120 NO NO NO i3 V 4211 11i5 15 �O,p I' 1 9- •07 500 52.2 ! NEW b119CO293P