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HomeMy WebLinkAboutRB25-0020VILLAGE OF RYE BROOK - BUILDING DEPARTMENT 938 KING STREET - RYE BROOK, NY (914)939-0668 1 www.ryebrook.org Accessory Structures / Deck (Addition) Permit PERMIT #: RB 25-0020 ADDRESS: 1 PARADE LN PARCEL ID #: 124.73-2-30 PARTIES: Applicant ANA FEDIGAN 43 UNION AVE ISSUED: General contractor Osman Lopez 251 Mill St 09/16/2025 Property owner maritza molina 1 Parade Lane HARRISON, NY 10528Greenwich, CT 06830Rye Brook, NY 10573 EXPIRES: 09/16/2026 NOTICE 2.ACIOPYOFIT THE PROVEEDPLANSOUSLY MU TBEEKEPTOPOSTEDTNSITE. THE BSITE. Hours of Operation of Construction Equipment / Village Code §158-4: WEEKDAYS - 8:00am to 6:00pm or dusk, whichever is earlier; SATURDAYS - 9:00am to 4:00pm; - SUNDAYS & HOLIDAYS -No Construction Activity Allowed This permit is valid for a period not to exceed twelve (12) months from the date of issuance, and covers only that work listed above. Separate permits are required for any electrical, plumbing, fire suppression, fire/smoke/carbon monoxide detectors/alarms, or any other work not covered under this permit. The approved plans must be kept on the job site & be made available for review by the Building Department upon demand. Any amendments or changes to the approved plans must be designed by your architect/engineer and submitted to the Building Department for review and approval prior to performing the work. �1i Steven E. Fews - Building & Fire Inspector p+E oar f Exterior Building Permit Application Village of Rye Brook 938 King St Rye Brook, NY 10573 Phone: (914)939-0668 1 www.ryebrook.gov Building Department Exterior Building Permit Application, page 1 / 3 Project Information Zone N.Y. State Construction Classification N.Y. State Use Classification Occupancy Pre -Construction PUD -1 Parade Lane VB R-3 Occupancy Post -Construction Single Family Proposed Improvement Area of lot Enlarge existing rear deck Lot Square Feet 9147.0 sq.ft. Acres Dimensions from proposed building or structure to lot lines Is building located on corner lot? 0 YES ❑ NO Front Yard Rear Yard 10 ft Required Setback Right Side Yard Left Side Yard 8.96 ft Other If yes, please specify the street it fronts on: High Point Rd and Parade Lane Area of Total Square Footage of the For additions, Total Square Footage of the proposed proposed new construction: total square proposed renovation to the building in 426.0 sq.ft. footage added existing structure: square feet (0 if (0 if N/A) 396.0 sq.ft. N/A) Basement 0.0 q' 0.0 Basement sq.ft. 1st Floor sq.ft. O'0 0.0 1st Floor sq.ft. 2nd Floor 426.0 2nd Floor . 00 q sq.ft. 3rd Floor 0.0 q 00 . 3rd Floor sq.ft. Construction Type Located Pre-engineered wood Floor Framing Number of stories Overall Height Median Height 1 11.9 ft Basement Basement ❑ Full ❑ Partial 0 N/A ❑ Finished ❑ Unfinished 0 N/A Exterior Building Permit Application, page 2 / 3 What material is the exterior finish? Roof style Pressure treated wood Roofing material What system of heating n/a n/a 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 0 No 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 0 No Will the proposed project require a Site Plan Review by the Village Planning Board as per §209 of Village Code? ❑ Yes 0 No Will the proposed project require a Steep Slopes Permit as per §213 of Village Code? ❑ Yes 0 No Is the lot located within 100 ft. of a Wetland as per §245 of Village Code? ❑ Yes 0 No Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? ❑ Yes 0 No . Will the proposed project require a Tree Removal Permit as per §235 of Village Code? ❑ Yes 0 No Does the proposed project involve a Home -Occupation as per §250-38 of Village Code? ❑ Yes 0 No What is the total estimated cost of construction: Note: estimated cost shall include all site improvements, labor, 50000 USD 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. Estimated date of completion 07/31/2025 Exterior Building Permit Application, page 3 / 3 VILLAGE OF RYE BROOK 938 King St Rye Brook, NY 10573 Phone: (914)939-0668 1 w ..ryebrook.gov Building Department INSTRUCTIONS THE PERMIT HOLDER AND/OR PROPERTY OWNER IS RESPONSIBLE FOR ENSURING THAT ALL REQUIRED/APPLICABLE INSPECTIONS ARE SCHEDULED AND THAT THE PERMIT IS COMPLETE REQUIRED INSPECTIONS Name Description Footing Placement of all footing forms prior to pouring concrete. Geotechnical review maybe required to confirm soil suitability. Framing Construction of all structural framing and stairs. (Rough Plumbingand Heating passed and doors, windows & roofing installed.) Engineered drawings must be provided for roof trusses. Rough Electric Rough Electric Final Inspection Completion of all required items underthe permit includingthe sitegradingand the surveyor'sfinal grading certificate. Waterservice Installation of new water service. Water must be available and a tracer line is required if the water service is polyethylene. Certificate of Occupancy Completion of ALL Work. Electric HVAC, Plumbing Etc. Occupancy Certificate it required) �yE 6Rnv� VILLAGE OF RYE BROOK F 2m 938 King St Rye Brook, NY 10573 W Phone: (914)939-0668 1 vmw.ryebrook.gov >�• �O� Building Department 1962 ' Accessory Structures / Deck (Addition) Permit Permit Set 1 PARADE LN P# RB 25-0020 R# 124.73-2-30 PERMIT INFORMATION Address Permit number Date issued 1 PARADE LN RB 25-0020 09/16/2025 REVIEWED BY If you have any questions regarding the review of these drawings please contact: Zoning review Application in general Steven Fews Steven Fews stevefews@ryebrook.org stevefews@ryebrook.org INSTRUCTION ANDATTENTION It is the responsibility of the Applicant to print full size the entire approved permit package and provide at the time of inspection. TABLE OF CONTENTS Cover page 1 Building Permit 2 Required Inspections 3 Building Inspector Stamped & Signed Set of Plans 4-11 General Contractor Liability& Workers Compensation Insurance - IistingVillageofRyeBrook 12 Certificate Holder Architectural drawing 13-20 Survey (Required Recent Survey) 21 Application Materials 22-23 General Contractor Liability&WorkersCompensationInsurance - IistingVillageofRyeBrook 24 Certificate Holder Application Materials Site plan Exterior Building Permit Application 25-26 27 28-30 Building Department. 938 King St Rye Brook, NY 10573 / Phone: (914)939-0668 COUNTY LICENSED ELECTRICIAN acaTURED TO -FILE - - — _ — — - PLOT PLAN t D 1PARAOE LANE RYEEItlCII w RRI` PEFUNTS Sam DATEAPPROV D THIS SET OF APPROVED PLANS MUST BE KEPT i�, ,. w.- aAM 40 ° SITE ��N ON THE JOB Z LDING INSPECTOR, Village of k, Ny 1 PARADE LANE It R •Wo" RYE DROOK, NY 10573 • B •. - AS-BUILTIFINAL SURVEY IWBRNENN•®F.RA REQUIRED PRIOR TO y.. FINAL INSPECTION a �' • - •• SOWN. ABBREVIATIONS -- SCOPE GP WORK D�.IBEMD9n MOaEMT4M RX,EMRRNEiiMMwWCv. OIFMµFIMlµel.MNLkfW RI6B7fIlUEEIw(WNIM'AY FIIIIEylllp AP. AREnUMINION t. Al F, tr li Oun uUN, UN�INUM sn AN. NofEo RI NIATAIM D. awETEN D.E. DRYER FU LJET DET. EFTNL DL IXWRIF IAYER DN WNN PW wSNWAyIER OMl ..." T. n➢.N MA, N.V. NVAc. .I I— • p• n1.. pgxTk IF, VM P.E IA.5EI tEVATOx F.X.V. PUBIIC NN.k VbkiIUVCTI EAP��uNCINONNo F.R. PPNUEFF.. sTlF�as,wGLEGENG 6 NTROCM lC. AwW :NCREE . BUEg1q aC RE.. EN E-ECTNGEA C IT EA EVN19Ol.pwi I.D. REE, NTR. OEER `E,. ...TILE S`oq `Mfl RE. RREER IRsuIATCN RE., AEBEBrt R.E. lLGG1t w EFAN f]Tf. BDiidl [IEC. EIE.CFWC flEV. ElEV•w10FE ED E. lT IOIxT aµ afIFKIS MAE, RE 6EIRDETERCR NL YKN aan ..CFSTAND . NIOMFFAIS. B. r. BAm rue CAB, EFEEFET fE1LA8B, CEMENf.VPE5105 EW.P.M FI/SiMEAC WATERPRCDF Md1BIUNE F. FOYER F0. FEE IIu I Il. L.R. LW. ..TTEo RRI EBgFAiR uvaTDRY sa. aL0lI. WENd0.5E1 9T. ETH1 Lpv R 4*.c eaEo EIGHTR M AANEIWgRCWf UDMT N9GnT BFO0. 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PUNIED GENERAL NOTES GENERAL CONDITIONS NE LONiNACFORS Nll1.g11SCpRRFLTORSBXNLOBTNX CCt1ESOFAFTERNFLA THE OASExRSEE DIP AU RF.1HER. .. BEFORE ME START F. AND AD S SEASON SMALL OBTAIN ALL REDEEMED MAiOVALS UPON USyE COUPLETION. LAWS. ORDINANCES AND PERMITS: THE CONTRACTOR WALL GIVE ALL. NOTICES AND CORI TKCpIRAndIS I SALµ L EPA µ L NCIIIOAND OONLI WTIN N1lAWS.OPDIxAxCES, RULES, COVES. ANO ySIlNxy'ANSIµ N'LULUS,-1FDELY ISBUSTc3 REGULATNINS AND ANY PUBLIC AVTNORVY BEAPoW q1 REHOOF AND INSIDE ..A OF THE FERECEN CE OF nIE WOHE. SEC ANAL THE FPWRAMI OP THEE GRA, THE CONTRA,TEPLAR RECESSED CERTIFICATES OF INSPECTION, LESIONS, OR SHALL SECURE AND PAY OR THE BEILOINO PERMIT AND FW APPRWN ALL OTHER FENDS, ALLNLV FEES, LICENSES, CERTIRGT3 mE pRryER ). iME CONTMCTON SHALL BE NESPON&BCE FO0. Wl1ATNG ERCVRcx AND CDNrtEHTHE OF R WORK MAINTAINFIG. AND SUPERVENING AL SAFETY PRECAUnFiS ANDPROcwwS IN CONNECTION WITM THE. ALL QUALITY OF WORN'. PoBTEU WARNNOAWNSi NECESSMY81GNSITHALLBEAREBADEA EwIm ACCEnEO TRME mNCHCE. ANO OAN4ERS' B110 'HE TO x1MepvxPOPERBLE-NOOTREITH iMECOM DRSHALLWRCHASEANDMVNTNN9U.11 DISCNEPANCIESOPNCNCONFC lM Sx INSURANCE AS NULL PROTECT HER! FPLN CWMS WNCTI SAN LTD WA MAY ARISE ROUT OF ON RESULT F. LOBE CCNi1UCTIXF9 NEOCWDRETE 1. ORSFST OPEMHOH6IMCEAFFEREE R THE CONTRACT. 111411�.PRIENORED uI ENT eE L.DOROIW,TED TH E CONTRACTOR SHALL INOENNFY NOIKKD HAI14lPm mmAD4LCNT wiFRlµf TH E OWNER AND ARCHITECT FROM All DENNIS. DALUDEs. WARRANTY' LOSSES AND ETPEMBES ANTE SEND OUT Of FL RE8VL1N0 MOM THE PERFORMANCE OF THE WORE THE ONEARAN IF FS TEST ALL AORK Ell 1 .s1t IARII IL Aw DDOO WµIry IT...E RE IED A. ALL PORNTRACTORS AND SUBCONTRACTORS SHALL VERIFY IEw w µwus AIDE DIII.ENT ENDS. .1HFmmAF BE DEFECTIVE W HIT IN CCNOITIONS ANDDIMENSKKis AT THE SITE AND SHALL ll..HIS BETIM ONE III INITTERS THE ARCHITECT OF NIY AND ALL ERRORS, NSSDNM S, AND CI6ICATKKiS BEFORE THE START OF AND PONAxG THE WORK EMEND DNNNVNULL ➢. BE PF➢NIE ,H THECOMMCIORSBAPEINF. ANY DEVIATION BETWEEN THE DIMENSIONS FURNISHED ON THE .RAP .AND ACTUAL FFL➢DIMENSIONS SHALL PROTECTION OF PERSONS B PROPERTY: BE THE RESPONSIBIIPY OF THE CFRMLroR THE WALL 0. RUTH ALL LAWS.. TELYMOTELl ALL �FROpFATYPOS.SSOCIXUTFD VTx THE CLNRMCTOR SWLLL BE RESPONSIBLE FOR ALL EYES PRECT IXismIK. LEMIs METHDBS TEcnMGVEs. FF MARRY IUwNF OR LOSS NF sxw NETTAA'AAO SEQUENCES. AND PROLEWRES AND FOR COORDINATING PoVµUE ALL PDRnoxs GF TLRE waM. x�WSEL�RD9� SUDDEN. TD A. _. TC INSURANCE: e THE CONTRACTOR SNALL SE RESPONSIBLE FOR NLTHE CUIOLNG, FRSERES AND PATCHING THAT LAY SE REWIRED THS,CpAIRACnU0. WALL NN'AF TIE DINNER SNM TOCONPLEIEWORN OR TO MANE ITS SEVEK RPARES FITLFFELFI UESPSSVM SSANµ .II.ANDE NTe F NIR TOGETHER IYELTLY. .NSA_ AS REWPED BV LOUL ECOES AND R µLNURNW_SEFEPFORL .l ANSLLEE"AJNE&IFN uElEF pntE BXNL BE PERFORME➢NANgEgNHAF MAMEA MUEF COVEm MACCORDANCE'MTM GENERALLY MLEPTEO LIRE 'HE CONTMCTORS TCIXSAND EWVMENI. STMOMOS,PROJ COORDINATION R. ALL EOUTATICAT PROVIDED SETTLE COxmACTOROR ME THE —EDT . HEsl AW ONNERSWLLLBE OINACCOR6Wf.E N1MTE 1 VATERE.P.xsmlr_ CttNCMADIEAN ISwCwH WITHOTNERTPAPES IATENOTNO POSTRU NAxVMLTVRER'S WBTRVCTIONS. By THE DAN I BE sPOR ABLE RVPDPERY pF t WHERE THE COVE PRESCRIBES THE USE OF ND— 1 LExFDLEVELS , SANTA 0 PMTICULARHMTE RUSANDALTERABRI TE ARETO MOUµOSUBLUENTOHSW-INSDO.crts BE SVBTTCT BTTOTED BE 9MOVM TO BE EOAVNEM IOTHFAxmING, .OSMNL TO TE SPECIFIED MATERSL To THE SATURFAC11CN OF T E BEFORE WNUEHOSPIR Rx CFAMISSIDNER DF BVBLTINOS. PROTECTIONNS'. 11 ALL accTRLCAL INSPIRED AND CWCUTEED SHVL BE THE T.EIREwD�6Pu0euc °ORMISEA Rrtxs EEIANOONNEL 0.ESPdiSIBHIiv OF MFELEC1RM.µ CONTRACTOR ELECTRICAL WORN WALL CONSKY ENTERW1TOXµ AHD LIXYL RONIxAUPATEDLEC9PV DUE TO SDECnV£OFN:lID0N W0Rlt. ELECTRICAL CODES, AN, THE REOVWEBIENTS DE THE LK AS REQUIRED TO PROVIDET UnL' CONPANY. FREE AN.ARE PASAWIT OF OWNERS PERA NNNEL AND FNEHAL PVYIC TO DCWRS REACTIONS OF THE BUILIXNG IS TE.TNACTORWARRANTSTOTHECUEMTHATNl VgldE WSLBE CAPTIVE BEST QUALITY. FREE FENDS FAULTS AND DEFECTS . ALL NdYLBHF.LLSEOUARANTEEDFORONEYFM SUAARTAT TOEREVENDNMTREAL SATTEARIENT DR STNTITNOWIMTIEMTEOFFW PAYMENT. DURINGTHE LEWED TILE THE CONTERACTFP SWLLL BASE GOOD ANY DEFECTS IN THADSITIFET TORDORKTIGRING THE WORN' °ANPFILLUOE iOREAVAN THAT is TO IF— LEARIAS NUM. IN PULE ART.-D.ES FArosEDDu., .Fuw D.N. FEMn.N1. wALHSAND.IR1. INSTAL HAUL c�iO4OD1NEE evo rwoETHE'D.FDENTA µ HERB THE CONTRACTOR BOND I CURE AND PAY FE ENDING PEREAR, AND FOR ALL A W MPETwNS ANDrnNfRxLENTAL REOPEN EACCUTEEN AND COPPLIETION OF E WEEK MINOR AND EOALLYRMWn ATi TMIF THE CONTRACTOR TOR SHALL. ALL NDFES AND caFLv N1M ALL LAW MLNW F.S. RUIFH, PEpAAngAs WO UNAM, OF -1 S AN�Aa ARDMWTY eEwwcw THE PROGRESS SCHEDULE'. FELSEE'Ll I— "IF A— THE AN ON HE AS SCHERFULE —I REOu9ED.1 m( CONTNA T BOADAEHLS.A ME "A" ERON RE =DR ENMOI n0 W NL M/CTI W E kSNTxw F DOCUMENTS AND SAMPLES AT THE SITE: THE CONTRACTOR WALL PRAWAIN ATTIRE SIZE FORM OMER DOE RELGED COPY OF ALL WINNERS. NAMED OURNANCE -SAL—ADR E ISP. OA SHSS.T.E. THEYL'UNINICIDnBIREEIE.UFFELEdiIETINF DRE USE OF SITE. TIC TON. WALL .1. WERS110 SAT mE STE T LNEI ENDORSER THE WE MM WIIRNL SS OR ICRAR1.1 CLEAN UP: THE PREARES MET THE pe WE sxµL sF NAINTµ.L. M A Na CRFEYLONESROA FAM.VF I PARADE LANE RYEBgq;KNYtMN N�IBI E.NRIII}FBE.RA UTILITY EASEMENT ww. v ZONING ANALYSIS 1 PAR DE LANE 7 PARADE LANE, RYE BROOK - DECK REQUIREMENTS � I j I' I 1 I ' i i � I I I j ----------------- 1 I I e 6 I 9 � I e I r .� 2Sip1Y �, I 1p.11 i i t p` LLLLLLLLL�L I.ILLLLL LLLLLL PARADE LANE -Wa3?Ir-Ilrj 3CMNO dSTUGT: P.U.D. MEA:9.173 S.F W MK: 2121.]J r r owo .w .we n.. nc nc e w row Y wA vert row wa xewr � ..0 INSiEM E. 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CT 06B94 IN&oArEO W3TWjTHSTAL40M1l ANY OEFLTIFICATE Mk" EE IMLIEO OR NO �LCLUfila W AND GOHOrrIOHS OF SU 2Lr, Ardp"T[SppYF%PPr I PEIt IL MI[Y � M Lot; I _ I au pNM� micery umoe w I.wenuF LLMa aWr _fyccsa i.Me :tahut++ 4-j T OF oaer.Tbw � I —�— wfc0711uurin9`�nff4?n'�—_ -- i OF WE,LF;^H'f Ur.TED UELow Ve eee.+ .ar..�...._ .- —_ - EQJaTEriEI*T, TERM OR €OfiO.wFMOEO S5Y THttPaICllS SGRIBEP HEREIN Ig 6USJECT To ALL TERYA+I THER?4TJI uav uu.E SEEN ■EOULEU byMIULNMS YyIILlEi I� col Sri wig lr"Ilr,,+ s .u.. n.rw i PpouYlnMlY'6�I pEW'1 WULvru"f —W4 l exit WCF+�PI CERTIPIGATE HOLDER 3moL `..._- Y'ILLA,GE4FRYEER4OH aH81h.6ANY OF iryEJ4BOYf 0E6OWBENffTICi HI {EILGOELrvERfu r� gm sing SI THE EFARATIOEI OFTK THLIeE4Fl ra AC)CGIw0AHGC VM14 THE POLICY 4RPvI5WM9. K1'c BROOK. NY 10573 lWIFK�aMEHYelNfiS aL •}.... �1gpg,Z0a5 ACU1aP E RPORAYEaw. All dghn resarae ACOR6 25 {E016NA Tfie ACppp Herne 9nd Iogoare mUl6R9red msfBA otl ACGRD PLOT PLAN PROJECT/ CLIENT: 1 PARADE LANE RYE BROOK, NY 10573 ABBREVIATIONS A.C. AIR CONDITIONING D. DIAMETER H.CAB. HANGING CABINETS PART'N PARTITION A.D. AREA DRAIN D.E. DRYER EXHAUST H.M. HOLLOW METAL P.D. PUMP DISCHARGE A.C.T. ACOUSTIC TILE CEILING DET. DETAIL H.P. HIGH POINT P.DR. PLANTER DRAIN A.F.F. ABOVE FINISHED FLOOR D.L. DOUBLE LAYER H.R. HAND RAIL P.E. PASSENGER ELEVATOR ALUM. ALUMINUM DN. DOWN H.V. HALL VENT(DUCT) P.H.V. PUBLIC HALL A.N. AS NOTED D.W. DISH WASHER H.V.A.C. HEATING, VENTILATION VENT(DUCT) APT. APARTMENT DWG. DRAWING & AIR CONDITIONING P.R. POWDER ROOM B. BATHROOM E.C. ESTABLISHED GRADE I.D. INSIDE DIAMETER Q.T. QUARRY TILE B.C. BRICK COURSE E.H. ELECTRIC HEATER INCL. INCLUDING RM. ROOM BLDG. BUILDING E.J. EXPANSION JOINT INSUL. INSULATION RESIL. RESILIENT BLK. BLOCK ELEC. ELECTRIC BM. BEAM ELEV. ELEVATION JT. JOINT S.H. SERVICE HALL BOTT. BOTTOM EQ. EQUAL SM SMOKE DETECTOR BR. BRICK E.W.P.M. ELASTOMERIC LAM. LAMINATED SPKL. SPRINKLER B.S.A. BOARD OF STANDARDS WATERPROOF LAV. LAVATORY S.S. SLOP SINK AND APPEALS. MEMBRANE L.CL. LINEN CLOSET ST. STEEL B.T. BATH TUB L.P. LOW POINT S.T.C. SOUND F. FOYER L.R. LIVING ROOM TRANSMISSION CLASS CAB. CABINET F.A.I. FRESH AIR INTAKE L.W. LIGHT WEIGHT STOR. STORAGE CEM.ASB. CEMENT ASBESTOS F.D. FLOOR DRAIN C.H. CONCRETE HARDENER F.F. FINISHED FLOOR MAX. MAXIMUM T.R. TOP REGISTER C.J. CONSTRUCTION JOINT FIN. FINISH M.C. MEDICINE CABINET T.V. TOILET VENT(DUCT) CL. CLOSET FLASH'G FLASHING M.CL. METER CLOSET CL'G. CEILING FLR. FLOOR MET. METAL U. URINAL CM CARBON MONOXIDE F.P. FIRE PROOF M.&G. METAL AND GLASS DETECTOR F.P.H.B. FROST PROOF HOSE BIB MIN. MINIMUM V.A.T. VINYL ASBESTOS TILE C.M.T. CORRUGATED METAL F.P.S.C. FIRE PROOF SELF M.L. METAL LOUVER V.C.J. VERTICAL CONTROL BRICK TILE CLOSING M.O. MASONRY OPENING JOINT COL. COLUMN F.S.P. FIRE STAND PIPE M.V. MECHANICAL VEST. VESTIBULE CONC. CONCRETE VENTILATION V.W.C. VINYL WALL COVERING CONT. CONTINUOUS GA. GAUGE CONV. CONVECTOR GALV. GALVANIZED O.C. ON CENTER CPT. CARPET GL. GLASS O.D. OUTSIDE DIAMETER C.R. CEILING REGISTER GR. GRADE O.F. OVER FLOW C.S. CAST STONE G.W.B. GYPSUM WALL BOARD O.H. OPPOSITE HAND C.T. CERAMIC TILE OP'G. OPENING C.W. COLD WATER H.B. HOSE BIB H.C. HUNG CEILING P. PAINTED 1 2 3 4 5 6 7 -n rn r0 r SCOPE OF WORK DECK REPLACEMENT AND ENLARGEMENT @ 1 PARADE LANE SYMBOLS AND LEGEND DRAWING EXISTING TO REMAIN EXISTING TO BE REMOVED _IST T-100.00 G-100.00 Z-001.00 A-100.00 A-101.00 A-102.00 A-103.00 G' C'} 13 t�i 1 PARADE LANE RYE BROOK, NY 10573 I i ISSUE DESCRIPTION DATE 1 SCHEMATIC SET 05/21/2025 2 PERMIT SET XXX va Rye:Brook COVER, LEGEND, DRAWING LIST AND ZONING GENERAL NOTES SITE PLAN AND ZONING ANALYSIS EXISTING AND DEMO REAR DECK PROPOSED REAR DECK DECK DETAILS NEIGHBORHOOD STUDY r- DESIGN CONSULTANT OMNI Consulting Group, LLC 43 UNION UE HARRISON NYr0528 (P) 646.460.5557 All rights reserved. All drawings, specifications and copies thereof furnished are and shall remain the property of OMNI Consulting Group, LLC and are not to be used on this or any other project without written consent from OMNI Consulting Group, LLC. ARCHITECT OF RECORD KRISTEN E. ABRUZZESE, R.A. ARCHITECT 885 SMITHTOWN AVENUE BOHEMIA, N Y 11716 TEL. 917.499.8450 E: kristen.abrumse@gmail.com PROFESSIONAL STAMP/ SIGNATURE KRISTEN E. ABRUZZESE, R.A. N.Y.S. LICENSE NO. 043491 GENERAL CONTRACTOR OFFICIAL DOB APPROVAL STAMP/ SIGNATURE DATE: 05/21 /2025 PROJECT NO: 202519 DRAWING BY: AS CHK BY: AS TITLE COVER, LEGEND AND DRAWING LIST DWG NO: T-1 DOB JOB NUMBER 00.00 GENERAL NOTES GENERAL CONDITIONS PROJECT/CLIENT: 1. ALL CONTRACTORS AND SUBCONTRACTORS SHALL OBTAIN ALL REQUIRED PERMITS BEFORE THE START OF WORK AND SHALL OBTAIN ALL REQUIRED APPROVALS UPON COMPLETION. 2. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, CODES, AND REGULATIONS AND ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK AND SECURE ANY REQUIRED CERTIFICATES OF INSPECTION, TESTING, OR APPROVAL. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. ALL NECESSARY SIGNS SHALL BE POSTED WARNING AGAINST DANGERS. 4. THE CONTRACTOR SHALL PURCHASE AND MAINTAIN SUCH INSURANCE AS WILL PROTECT HIM FROM CLAIMS WHICH MAY ARISE OUT OF OR RESULT FROM THE CONTRACTOR'S OPERATIONS UNDER THE CONTRACT. 5. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND ARCHITECT FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK. 6. ALL CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY CONDITIONS AND DIMENSIONS AT THE SITE AND SHALL INFORM THE ARCHITECT OF ANY AND ALL ERRORS, OMISSIONS, AND CLARIFICATIONS BEFORE THE START OF THE WORK. 7. ANY DEVIATION BETWEEN THE DIMENSIONS FURNISHED ON THE DRAWINGS AND ACTUAL FIELD DIMENSIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK. 8 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL THE CUTTING, FITTING, AND PATCHING THAT MAY BE REQUIRED TO COMPLETE WORK OR TO MAKE ITS SEVERAL PARTS FIT TOGETHER CORRECTLY. 9. ALL WORK SHALL BE PERFORMED BY SKILLED TRADESMEN AND SHALL BE PERFORMED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH GENERALLY ACCEPTED STANDARDS. 10. ALL EQUIPMENT PROVIDED BY THE CONTRACTOR OR THE OWNER SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 11. WHERE THE CODE PRESCRIBES THE USE OF A PARTICULAR MATERIAL AND ALTERNATE MATERIALS ARE TO BE SUBSTITUTED, IT SHALL BE SHOWN TO BE EQUIVALENT TO THE SPECIFIED MATERIAL TO THE SATISFACTION OF THE COMMISSIONER OF BUILDINGS. 12. ALL ELECTRICAL WIRING AND CIRCUITRY SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. ELECTRICAL WORK SHALL COMPLY WITH NATIONAL AND LOCAL ELECTRICAL CODES, AND THE REQUIREMENTS OF THE LOCAL UTILITY COMPANY. 13. THE CONTRACTOR WARRANTS TO THE CLIENT THAT ALL WORK WILL BE OF THE BEST QUALITY, FREE FROM FAULTS AND DEFECTS. ALL WORK SHALL BE GUARANTEED FOR ONE YEAR STARTING WITH THE DATE OF FINAL PAYMENT. DURING THE TIME THE CONTRACTOR SHALL MAKE GOOD ANY DEFECTS IN THE WORK. COPIES OF THESE DOCUMENTS AND ALL OTHER REFERENCED MATERIALS ARE AVAILABLE FROM THE ARCHITECT UPON REQUEST. LAWS, ORDINANCES AND PERMITS: THE CONTRACTOR(S) SHALL GIVE ALL NOTICES AND COMPLY WITH ALL APPLICABLE FEDERAL, STATE, CITY OF MOUNT VERNON CODE AND IRC CODES, LAWS, RULES, ORDINANCES AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK. THE CONTRACTOR(S) SHALL SECURE AND PAY FOR THE BUILDING PERMIT AND FOR ALL OTHER PERMITS, AGENCY FEES, LICENSES, CERTIFICATES OF INSPECTION AND APPROVAL NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. QUALITY OF WORK: ALL WORK SHALL BE WITH ACCEPTED TRADE PRACTICE, AND ALL MATERIALS SHALL BE OF THE PROPER GRADE FOR THEIR PURPOSE. THE CONTRACTOR IS RESPONSIBLE TO NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR NON -CONFORMITIES IN THE DOCUMENTS AND TO BEAR ALL COSTS ARISING FROM RECTIFYING WORK PERFORMED CONTRARY TO LAW OR BEST PRACTICE. SUBSTITUTIONS FOR SPECIFIED PRODUCTS SHALL ONLY BE APPROVED IN WRITING AND MUST BE COORDINATED WITH ADJACENT MATERIALS. TI R \ THE CONTRACTOR GUARANTEES THAT ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE OF GOOD QUALITY USING NEW MATERIALS AND EQUIPMENT UNLESS OTHERWISE STATED. ANY WORK FOUND TO BE DEFECTIVE OR NOT IN ACCORDANCE THE CONTRACT DOCUMENTS WITHIN ONE (1) YEAR OF OWNER ACCEPTANCE SHALL BE PROMPTLY CORRECTED BY THE CONTRACTOR. ANY CORRESPONDING DAMAGE CAUSED DURING THIS REPAIR WORK SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. PROTECTION OF PERSONS & PROPERTY: THE CONTRACTOR SHALL COMPLY WITH ALL LAWS, CODES AND ORDINANCES NECESSARY TO ADEQUATELY PROTECT ALL PERSONS AND PROPERTY ASSOCIATED WITH THIS CONTRACT FROM INJURY, DAMAGE OR LOSS. HE SHALL INSTALL AND MAINTAIN ALL REASONABLE SAFEGUARDS, NOTICES, BARRIERS, SCAFFOLDING, LADDERS AND PRECAUTIONS REQUIRED TO PROVIDE THIS PROTECTION. INSURANCE THE CONTRACTOR SHALL PROVIDE THE OWNER WITH CERTIFICATES OF INSURANCE AT ADEQUATE AMOUNTS OF LIABILITY, PROPERTY DAMAGE AND WORKMEN'S COMPENSATION AS REQUIRED BY LOCAL CODES AND ACCEPTED PRACTICE. THE OWNER WILL PROVIDE THEFT, VANDALISM, MALICIOUS MISCHIEF AND FIRE INSURANCE ON 100% OF INSURABLE VALUE OF THE STRUCTURE. THE OWNER'S INSURANCE WILL NOT DUPLICATE COVERAGE OF THE CONTRACTOR'S TOOLS AND EQUIPMENT. PROJECT COORDINATION: THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH OTHER TRADES, INCLUDING WORK OR ITEMS SUPPLIED UNDER SEPARATE CONTRACT(S) BY THE OWNER. HE SHALL BE RESPONSIBLE FOR PROPERLY LAYING OUT THE LINES, LEVELS, GRADES AND MEASUREMENTS FOR FIGURES SHOWN ON THE DRAWINGS AND REPORT ERRORS OR INACCURACIES TO THE ARCHITECT BEFORE COMMENCING WORK. PROTECTIONS: PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO OWNER'S PERSONNEL AND GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE DEMOLITION WORK. PROVIDE PROTECTIVE MEASURES AS REQUIRED TO PROVIDE FREE AND SAFE PASSAGE OF OWNER'S PERSONNEL AND GENERAL PUBLIC TO OCCUPIED PORTIONS OF THE BUILDING. PROVIDE INTERIOR AND EXTERIOR SHORING, BRACING OR SUPPORT TO PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF STRUCTURE OR ELEMENT TO BE DEMOLISHED AND ADJACENT FACILITIES OR WORK TO REMAIN. PROTECT FROM DAMAGE EXISTING FINISH WORK THAT IS TO REMAIN IN PLACE AND BECOMES EXPOSED DURING DEMOLITIONS OPERATIONS. REMOVE PROTECTIONS AT COMPLETION OF WORK. TRAFFIC: CONDUCT SELECTED DEMOLITION OPERATIONS AND DEBRIS REMOVAL TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER ADJACENT OCCUPIED PROPERTIES. FEES, PERMITS AND NOTICES: THE CONTRACTOR SHALL SECURE AND PAY FOR THE BUILDING PERMIT AND FOR ALL OTHER PERMITS AND GOVERNMENTAL FEES, LICENSES AND INSPECTIONS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK WHICH ARE CUSTOMARILY SECURED AFTER EXECUTION OF THE CONTRACT AND WHICH ARE LEGALLY REQUIRED AT THE TIME THE BIDS ARE RECEIVED. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE 1 PARADE LANE PERFORMANCE OF THE WORK. RYE BROOK, NY 10573 IF THE CONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY TO SUCH LAWS, ORDINANCES, RULES AND REGULATIONS, AND WITHOUT SUCH NOTICE TO THE ARCHITECT, HE SHALL ASSUME FULL RESPONSIBILITY AND ISSUE DESCRIPTION DATE SHALL BEAR ALL COSTS ATTRIBUTABLE THERETO. 1 SCHEMATIC SET 05/21/2025 PROGRESS SCHEDULE: 2 PERMIT SET xxx THE CONTRACTOR, IMMEDIATELY AFTER BEING AWARDED THE CONTRACT, SHALL PREPARE AND SUBMIT FOR THE OWNER'S AND ARCHITECT'S INFORMATION AN ESTIMATED PROGRESS SCHEDULE FOR THE WORK. THE PROGRESS SCHEDULE SHALL BE RELATED TO THE ENTIRE PROJECT TO THE EXTENT REQUIRED BY THE CONTRACT DOCUMENTS, AND SHALL PROVIDE FOR EXPEDITIOUS AND PRACTICABLE EXECUTION OF WORK. DOCUMENTS AND SAMPLES AT THE SITE: THE CONTRACTOR SHALL MAINTAIN AT THE SITE FOR THE OWNER ONE RECORD COPY OF ALL DRAWINGS, SPECIFICATIONS, ADDENDA, CHANGE ORDERS AND OTHER DESIGN CONSULTANT MODIFICATIONS, IN GOOD ORDER AND MARKED CURRENTLY TO RECORD ALL CHANGES MADE DURING CONSTRUCTION AND APPROVED SHOP DRAWINGS, PRODUCT DATA AND SAMPLES. OMNI Consulting Group, LLC THESE 43 UNION AVENUE HARRISON NY 10528 SHALL BE AVAILABLE TO THE ARCHITECT AND SHALL BE (P)646.460.5557 DELIVERED TO HIM FOR THE OWNER UPON COMPLETION OF THE WORK. All rights reserved. All drawings, specifications and copies thereof furnished are and shall remain the property of OMNI USE OF SITE: Consulting Group, LLC and are not to be used on this or any other project without written consent from OMNI THE CONTRACTOR SHALL CONFINE OPERATIONS AT THE SITE Consulting Group, LLC. TO AREAS PERMITTED BY LAW, ORDINANCES, PERMITS AND ARCHITECT OF RECORD THE CONTRACT DOCUMENTS AND SHALL NOT UNREASONABLY ENCUMBER THE SITE WITH ANY MATERIALS OR EQUIPMENT.: CLEAN UP: KRISTEN E. ABRUZZESE, R.A. THE PREMISES AND THE JOB SITE SHALL BE MAINTAINED IN A ARCHITECT REASONABLY NEAT AND ORDERLY CONDITION. REMOVE ACCUMULATED TRASH, WASTE AND REFUSE RESULTING FROM 885 SMITHTOWN AVENUE BOHEMIA, N Y 11716 EACH DAY'S WORK. PRIOR TO OWNER ACCEPTANCE, CLEAN TEL. 917.499.8450 E: krlsten.abrumse@gmall.com OR RECLINE THE WORK IN ORDER TO PROVIDE "BROOM CLEAN" CONDITION. REMOVE STAINS, DIRT AND FINGERPRINTS FROM WINDOWS DOORS WALLS FLOORS, CEILINGS, FIXTURES AND EQUIPMENT. POLISH HARDWARE AND REMOVE LABELS PROFESSIONAL STAMP/SIGNATURE AND PROTECTIVE COVERINGS AS REQUIRED. KRISTEN E. ABRUZZESE, R.A. N.Y.S. LICENSE NO. 043491 GENERAL CONTRACTOR OFFICIAL DOB APPROVAL STAMP/ SIGNATURE DATE: 05/21 /2025 PROJECT NO: 202519 DRAWING BY: AS CHK BY: AS TITLE GENERAL NOTES DWG N0: G-1 00.00 DOB JOB NUMBER PROJECT/ CLIENT: UTILITY EASEMENT ZONING ANALYSIS 1 PARADE LANE, RYE BROOK - DECK REQUIREMENTS 1 PARADE LANE S86"42'13"W 90.00, ----------------------------- ----- -- ----- ----------------------------------- RYE BROOK, NY 10573 NO PHYSICAL BOUNDS I ZONING DISTRICT: o P.U.D. W o LOT AREA: 9,147 S.F ISSUE DESCRIPTION DATE SECTION: 124.73 W 1 SCHEMATIC SET 05/21/2025 Cn FLAGSTONE WALK BLOCK: 2 Z O U 2 PERMIT SET XXX — — — — — — — — — — — — — — — o — — — — — — — — — — ------------------ ----- ----------------- I LOT: 30 F- U W z (D ? p a Z I I I I I U IY X ¢ Z U) O 0-1 > I I I I IN W I I I I ; FRONT YARD PUD N.C. N.C. N.C. NO A.C. UNIT I I ® I I M I SIDE YARD (ENVELOPE) PUD N.C. 8.96' (BLDG) 8.96' (DECK) NO N I I I I II I I REAR YARD BLDG ENVELOPE PUD 10.0 FT 10.0 FT 10.0 FT NO I I I REAR YARD LOT LINE PUD 10.0 FT 10.0 FT 10.0 FT NO I I a I o I w w I DESIGN CONSULTANT I I I H X I U zo U zo N.C. - NO CHANGE w 0 0 OMNI Consulting Group, LLC 1 j I I I 43 UNION AVENUE \ V I HARRISON NY 10528 I I I I (P) 646.460.5557 I I I I All rights reserved. All drawings, specifications and copies thereof furnished are and shall remain the property of OMNI I I I Consulting Group, LLC and are not to be used on this I I or any other project without written consent from OMNI I I I Consulting Group, L-C. I I I I I I I I , I ' ARCHITECT OF RECORD � I I o I I I NEW BLUESTONE I o i 2 STORY VINYL I WALKWAY KRISTEN E. ABRUZZESE, R.A. (HOUSE NO.1) I i ARCHITECT I I CIO = I 1 885 SMITHTOWN AVENUE BOHEMIA, N Y 11716 d I I TEL. 917.499.8450 E: kristan.abmmese@gmail.wm I �0z I I I I I , I I I I I � I I I PROFESSIONAL STAMP/ SIGNATURE I I I I I NEW STAIRS WITH I I A-1o1 I BLOCK RETAINING 1h�� I I WALLAROUND I I I I I I ; I I � NEW oO�A I I BLUESTONE c1�� I L L L L L L L I WALKWAY I I -LLLLLLLL i KRISTEN E. ABRUZZESE, R.A. 11 8.9611 LLLLLLLL I N.Y.S. LICENSE N0.043491 GENERAL CONTRACTOR BLDG. SIDES TBACK L L L L L L L I I EXISTING I I I FLAGSTONE PATIO I TO BE REPAIRED iki I I I o 1 �QS I O I W _ — — — — — — — — — — — — -- --- ----_--- W I � - O � i I U w I Z ~ U X W Im OFFICIAL DOB APPROVAL STAMP/ SIGNATURE o Y 10�---E*FTIN.G DECK U I m TO BE REMOVED w I a w 31'-10" F- , o u) _ — w EXISTING ASPHALT o I DRIVEWAY TO REMAIN `-- - DATE: 05/21/2025 S 81041'12" E 31.39' --- _ NO PHySICgL PROJECTNO: 202519 DRAWING BY: AS CHK BY: As g OUNDS"�__ ' _ -- TITLE SITE PLAN AND ZONING ANALYSIS PARR pE LA A , ^ -- — ---- - DWG NO: Z-100.00 DOB JOB NUMBER 01 EXISTING/ PROPOSED SITE PLAN SCALE 3/1611= 1'-011 8.96' AS PER SURVEY 1 3141 1 PARADE LANE 8.96' AS PER SURVEY C` ••ww•w•ww IkI` f• r I- C: k Iw C` I• r C [:-:EXISTING I , •, EXISTING r w • , CONCRETE BLOCK % % % IkI ` WALL TO REMAIN ` %' fw w w w w w w•• w w w w r w w w w w w w w w w w w w w w w EO C N Iw Cw wBELGIUM BLOCK` + ' r [:::CURB L r �• • w w w • EXISTING' EXISTING GRASS '• `' GRASS C, k Iw C` ---=-- M4W111Z1][7 EXISTING EXTERIOR LIGHT SCONES TO REMAIN 31'-011 EXISTING FIRST FL. N.I.C. EXISTING EXTERIOR LIGHT SCONES TO REMAIN EXISTING ASPHALT DRIVEWAY TO REMAIN PARADELANE Y W C, W 0 0 Z � U)W wm 0 0 UP F LLLLLLL LLLLLLL LLLLLLL LLLLLLL EXISTING FLAGSTONE PATIO TO BE REPAIRED I I I I• I I I Iw I I I I I I - I I• I I, I I I I I I• I I, I I , I I I Iw I I I I I I - I w I I I I. ❑ ❑ I•' I I .LT rT _ T rT 10'-0" EXISTING DECK •' . : ` •' • `.' • `.' w `. ` w ` w `. ` •' . ` • `. ` • `.' • `.' • `.' TO BE REMOVED 49 •EXISTING•'•'-'•'-'•'-'•'•'•'•'•'•'•'•'•' GRASS . . . . . . . . . . . . . ww••w• _ .. NEW BLUESTONE WALKWAY EXISTING CONCRETEBLOCK WALL TO REMAIN NEW STAIRS WITH BLOCK RETAINING WALL AROUND NEW BLUESTONE WALKWAY t I• r, `, , `, , , , •, , , `, , `,' • EXISTING SECOND FL. N.I.C. EX r••w•••w. rr h, • • • • • • • ), Iw EXISTING �.'•CONCRETEBLOCK•,`,`, WALL TO REMAIN www•w•w•www wwwww w w w w w w w w w w w w w w w w If• co f. N l I• r• w w w w w•• w• •••• , 1` .w.ww•w•. wwwww k: •.. .. �: •' • EXISTING ' EXISTING w EXISTING ASPHALT rr •' • GRASS GRASS DRIVEWAY TO REMAIN h, " `BELGIUM BLOCK. �-:-CURB wwwwwww ww•w•w•w PARADELANE EXISTING/ DEMO UPPER LEVEL DECK PLAN ROOF RIDGE ROOF h SECOND FLOOR LEVI FIRST FLOOR LEVEL rEXISTING ...wwwww•....• EXTERIOR LIGHT SCONES TO REMAIN • • • • • • • °; ❑. +- GROUND LEVEL EXISTING•'•'•'•'•'•'•'•'•'•'•'•'• •.•.ww...• • GRASS • •.•.ww...• • • • SCALE 11411= 1'-011 RYE BROOK, NY 10573 ISSUE I DESCRIPTION DATE 1 1 SCHEMATIC SET 05/21/2025 2 IPERMITSET I XXX OMNI Consulting Group, LLC 43 UNION UE HARRISON NY10528 (P) 646.460.5557 All rights reserved. All drawings, specifications and copies thereof furnished are and shall remain the property of OMNI Consulting Group, LLC and are not to be used on this or any other project without written consent from OMNI Consulting Group, LLC. I ARCHITECT OF RECORD I KRISTEN E. ABRUZZESE, R.A. ARCHITECT 885 SMITHTOWN AVENUE BOHEMIA, N Y 11716 TEL. 917.499.8450 E: kristan.abmmese@gmail.wm I PROFESSIONAL STAMP/ SIGNATURE I KRISTEN E. ABRUZZESE, R.A. N.Y.S. LICENSE NO.043491 DATE: 05121/2025 PROJECT NO: 202519 DRAWING BY: AS CHK BY: AS TITLE EXISTING AND DEMO REAR DECK A-100.00 01 EXISTING/ DEMO LOWER LEVEL DECK PLAN SCALE 1/4" = V-0" 103 1 EXISTING/ DEMO REAR ELEVATION SCALE 11411= 1'-011 i711Si7Y 8.96' AS PER SURVEY �' I, L I- ,,,,,,,,,,,,,, I� I. I- r, L I, C' I- L EXISTING r CONCRETE BLOCK`,',`, Ir WALL TO REMAIN I. r I- M �• C6 I- r BELGIUM BLOCK* + C • • c�a6. I, f- r EXISTING -%EXISTING r GRASS GRASS r, L C' . . . . . . . . . . . . . . . . I- r EXISTING CAR GARAGE DOOR EX EXISTING EXTERIOR LIGHT SCONES TO REMAIN 31'-958-" EXISTING FIRST FL. N.I.C. PROPOSED DECK AREA: 426 SQ.FT. NEW WOOD DECK ABOVE DRIVEWAY EXISTING ASPHALT DRIVEWAY TO REMAIN WITORTITITS _► 3T-10" UP UP LILILILLLIL ILILILILLLIL LLLLL—L—L L_ L_ L_ L_ L— L— L_ EXISTING _ FLAGSTONE PATIO TO BE REPAIRED — LIGHT SCONES TO REMAIN Y' 4` EXISTING- • - • • • • • • • • • • • • • - GRASS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NEW BLUESTONE WALKWAY NEW STAIRS WITH BLOCK RETAINING WALLAROUND NEW BLUESTONE WALKWAY M N ` ❑ f, L Ir. i- }, r •EXISTING + kCONCRETE BLOCK •,',', •' . WALL TO REMAIN ILI f• r f. L `. ❑ rk......... r k: • • EXISTING EXISTING r GRASS GRASS L , I`•'BELGIUM BLOCK. '.`CURB 6'-l" 02 1 PROPOSED UPPER LEVEL DECK PLAN ROOF RIDGE ---------- ROOF h SECOND FLOOR LEVI FIRST FLOOR LEVEL EXTERIOR LIGHT EXISTING SECOND FL. N.I.C. NEW COMPOSITE DECK BOARD. INSTALL PER MFG. RECOMMENDATIONS.? ELEV: +/-10'-2" FROM GROUND LEVEL 6'-1" EXISTING ASPHALT DRIVEWAY TO REMAIN 6'-l" 31'-0" PARADE LANE .............. . . . . . . . . . . . . . . ••••••••••, EX EXISTING EXTERIOR tC LIGHT SCONES TO REMAIN ❑. . .'I`lE'W 3c0"Jj1GH. ` . ` .'v. 6" 8AL0sTERs'SPACBD4"- <c -I �' •'O.Z.'riv4A3CIfalJIv1-TY�.•' •' - � i ❑ - d ❑ ❑'. •1- :a: ... '`'•EX �.` `*` ` `ISTING• • • • • • • • • • - • - GRASS 4-10 SCALE 11411= 1'-011 1 PARADE LANE RYE BROOK, NY 10573 ISSUE DESCRIPTION DATE 1 SCHEMATIC SET 05/21/2025 2 PERMIT SET XXX OMNI Consulting Group, LLC 43 UNION UE HARRISON NY10528 (P) 646.460.5557 All rights reserved. All drawings, specifications and copies thereof furnished are and shall remain the property of OMNI Consulting Group, LLC and are not to be used on this or any other project without written consent from OMNI Consulting Group, LLC. I ARCHITECT OF RECORD I KRISTEN E. ABRUZZESE, R.A. ARCHITECT 885 SMITHTOWN AVENUE BOHEMIA, N Y 11716 TEL. 917.499.8450 E: kristan.abmmese@gmail.wm I PROFESSIONAL STAMP/ SIGNATURE I KRISTEN E. ABRUZZESE, R.A. N.Y.S. LICENSE NO.043491 DATE: 05121/2025 PROJECT NO: 202519 DRAWING BY: AS CHK BY: AS TITLE PROPOSED REAR DECK A-101.00 01 PROPOSED LOWER LEVEL DECK PLAN SCALE 11411= 1'-011 03 PROPOSED REAR ELEVATION SCALE 11411= 1'-011 PROJECT/ CLIENT: INSTALLATION: • USE ALL SPECIFIED FASTENERS. • STRONG -DRIVE SD CONNECTOR SCREWS INSTALL WITH A 1/4" HEX HEAD DRIVER (MODEL DBHEX) • STRONG -DRIVE SDWH TIMBER -HEX HOG SCREWS INSTALL WITH A 318" HEX HEAD DRIVER (MODEL DB6111.75) Model CL Anchor Dia. Fasteners No. DTT1Z 34' 38'orSDWH 6-SD#9x11Z' 1. A 3/8" HDG ROUND WASHER IS REQUIRED WHEN USING A LAG SCREW. 2. REFER TO CURRENT WOOD CONSTRUCTION CONNECTORS CATALOG, AND T-DECKLATLOAD FOR ADDITIONAL INFORMATION. 01 TYP. DECK TO HOUSE CONNECTION f OVERHANG, SEE PLANS FOR DIMENSIONS 5/4 DECKING SECURE POSTS W/TWO 1/2" DIA THRU BOLTS FASCIA BOARD P.T. RIM JOIST JOIST HANGER, SIMPSON U28 PARALLAM PLUS PSL5114X14" SIMPSON ECCQ66 HDG 6X6PRESSURE TREATED POST. 02 TYP. DECK DETAIL 2 X 6 TOP RAIL CAP, CONT. 4 x 4 POST, TYP. 2 x 2 BALUSTERS, FULL HEIGHT. TO BE ATTACHED AT TOP AND BOTTOM WITH (2)-8d SPIRAL SHANK NAILS, AT EACH END. 1 x 4 DECKING. (2)-5/8"0 GALVANIZED THROUGH BOLTS W/ WASHERS. 2 x 8 RIM JOIST. SIMPSON HD2A HOLDOWN W/(2)-5/8"O GALVANIZED THROUGH BOLTS, W/ WASHERS, BOTH SIDES. 2 x 6 FLOOR JOIST. SEE PLAN FOR JOIST LAYOUT HURRICANE TIE, H2.5A EXTERIOR 6-SD#9X1)z' SCREWS (SHOWN) OR 8-10DX112' NAILS DTT1Z I 3/8" HOG LAG SCREW WITH HDG WASHER OR SDWH TIMBER -HEX HDG SCREW (SHOWN) INTO TOP PLATE, STUDS, OR HEADER 2 X 6 TOP RAIL CAP, CONT. 4 x 4 POST, TYP. 2 x 2 BALUSTERS, FULL HEIGHT. TO BE ATTACHED AT TOP AND BOTTOM WITH 2-8d SPIRAL SHANK NAILS, AT EACH END. 2 X 4 BOTTOM RAIL CAP. 1 x4 DECKING. 2 x RIM JOIST. SEE GUARD POST ATTACHMENT FOR DETAILS. 5" MIN_ -FHLAD P_PJ RAT O\ TYPICAL DT71Z DECK -TO -HOUSE LATERAL LOAD CONNECTION 1/2" DIA. x 51 LAG. BOLT, STAGGARD @ 12" O.C. LATERAL CONNECTION, D JOIST HANGER, SIMPSON EXIST. 2x P.T. LEDGER BOARD EXIST. EXTERIOI STUD WALL V.I.F TYP. OF POST SECOND FLOOR EXISTING RIM 6'-0" MAXIMUM SPACING `— a" VAx. SPACING TYP. OF POST 0 M INTERLOCKING RETAINING WALL WITH 2" THICK FLAT STONE CAF Z-10" HIGH RAILING 2" THICK FLAT STONE Cf TOP OF WALL ELEVATION +/- 95.6' UPPER LEVEL ELEVATION +/- 95' LOWER LEVEL ELEVATION +/- 91.1' 1" SAND BED 4" GRAVEL BED, 95%" COMPACTION. COMPACTED SUBGRADI 01 TYP. DECK TO HOUSE CONNECTION VE WALKWAY L BED, 95% 'ION. -ILE FABRIC BETWEEN TOPSOIL /EL (LOCK OF APPROVE EQUAL. L EACH STEP WITH 3/4 .AR FILL AND COMPACT AS DURSE IS COMPLETED )ARSE SAND o- yr a14"GRAVEL BED COMPACTED 1 PARADE LANE RYE BROOK, NY 10573 ISSUE DESCRIPTION DATE 1 SCHEMATIC SET 05/21/2025 2 PERMIT SET XXX DESIGN CONSULTANT OMNI Consulting Group, LLC 3N HARRISON UE NY10528 (P) WA60.5557 All rights reserved. All drawings, specifications and copies thereof furnished are and shall remain the property of OMNI Consulting Group, LLC and are not to be used on this or any other project without written consent from OMNI Consulting Group, LLC. ARCHITECT OF RECORD KRISTEN E. ABRUZZESE, R.A. ARCHITECT 885 SMITHTOWN AVENUE BOHEMIA, NY 11716 TEL. 917.499.8450 E: kristen.abimmese@gmail.wm PROFESSIONAL STAMP/ SIGNATURE KRISTEN E. ABRUZZESE, R.A. N.Y.S. LICENSE NO.043491 GENERAL CONTRACTOR OFFICIAL DOB APPROVAL STAMP/ SIGNATURE 1 DATE: 05/2112025 PROJECT NO: 202519 DRAWING BY: AS CHK BY: AS TITLE DECK DETAILS DWG N0: A-102.00 03 TYP. RAILING DETAIL DOB JOB NUMBER �I b% S — -A :. 01 LEFT NEIGHBOR - 3 PARADE LANE 4,r 02 LEFT NEIGHBOR - 5 PARADE LANE n� 03 LEFT NEIGHBOR - 7 PARADE LANE • PROJECT/ CLIENT: 1 PARADE LANE RYE BROOK, NY 10573 ISSUE I DESCRIPTION DATE 1 SCHEMATIC SET 05/21/2025 2 PERMIT SET XXX DESIGN CONSULTANT \:DOMNI Consulting Group, LLC 43 UNION AVENUE HARRISON NY 10528 (P) 646A60.5557 All rights reserved. All drawings, specifications and copies thereof furnished are and shall remain the property of OMNI Consulting Group, LLC and are not to be used on this or any other project without written consent from OMNI Consulting Group, L-C. ARCHITECT OF RECORD KRISTEN E. ABRUZZESE, R.A. ARCHITECT 885 SMITHTOWN AVENUE BOHEMIA, NY 11716 TEL. 917.499.8450 E: kristen.abmmese@gmail.wm PROFESSIONAL STAMP/ SIGNATURE KRISTEN E. ABRUZZESE, R.A. N.Y.S. LICENSE NO.043491 GENERAL CONTRACTOR OFFICIAL DOB APPROVAL STAMP/ SIGNATURE 05/2112025 OJECT NO: 202519 JDATE: AWING BY: AS K BY: AS TITLE DWG N0: A-103.00 DOB JOB NUMBER PROJECT/ c F MECHANICAL CONNECTORS SCHEDULE (GALV. OR SS) TYPE OF MECHANICAL CONNECTOR TYPE OF CONNECTION (OR EQUIVALENT) FASTENERS POST —TO —CONCRETE PBS66 BY SIMPSON AS SPECIFIED BY MANUFACTURER BEAM —TO —POST ECCQ66 BY SIMPSON AS SPECIFIED BY HDG MANUFACTURER JOIST —TO —BEAM LUS BY SIMPSON AS SPECIFIED BY MANUFACTURER LEDGER —TO 3/8" SPAX SCREWS HOUSE FRAMING W/ WASHERS Simpson Slrong-Tie HD2AIHOGI 2 j 121Ila gelvarlitedI', through bolts vrith washers 2x8 imin.j dock joists 4 x 4 post 2xBImir I band joist (2) 1/i galwanixed through bolls with washers (3) 3'stalnless-steel screws at each inlsl DETAIL OF RAIL CONN. Lateral Load Connection Device: Simpson Strong -Tie DTT1 6•SO!9x114' screws (shown) or 8.10dx1,} pads W HOG lag screw with HOG washer or SDWH Timber -Hex HOG screw (shown) into top plate. studs, or header r \ ►I T Min. Thread Penetration LATERAL SUPPORT DETAIL NOTE: PROVIDE (5) PCS — SEE PLAN N Model CL Anchor Fasteners No. Diameter (6)SO#9x1Ili' DTr12 4'i or 1 SDWH' (6) 0.148 x 114 STAGGER FASTENERS IN 2 ROWS Min. Wood Allowable Tension Loads Member DFISP SPF/HF Thickness (in.) (160) (160) 841 840 1 Vr 916 NO' PARADELANE Y MAX 5.5' MIN. FOR 2 X E• 6-5" MIN- FOR 2 X 10 "618TA#ICE SHALL BE P€RMrFTEa TO BE RMLICED TO 4.5' IF LAG SCREWS PARTIAL A SCALE: 1 /4"=1 " — � LAYOUT PLAN - - _ ® r MIt4- , �.r..�s LAG SCFIEW Eft 661T 75 MINLFOR 2%12 3/4" Mllb ARF REDUCED TO HATOFLAGSCR REnuL�n ro THAT of LAG scltEws TO ATTACH 2 7U B LEDGERS TO 2 X 8 BAND JO15T5. 6X6 P.T. POSI SEE ELEVATION B SCALE: 1/2"=1" P.T. POST 6X6 ON SIMPSON POST BASE PBS66HDG OR APPROVED EQUAL 12"0 SONOTUBE 4#5 DOWELS W/ #3 TIES ® 10" O.C. U PIER/FTG DETAIL SCALE: 1/2"=1" For SI: T inch = 25.4 mrr1. FIGURE R507.2.9{ij PLACEMENT Of LAG SCREWS AND BOLTS IN LEDGERS GENERAL STRUCTURAL NOTES FOUNDATIONS: ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED BY A PROFESSIONAL ENGINEER PRIOR TO PLACEMENT OF CONCRETE. CONCRETE AND REINFORCEMENT ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE "AMERICAN CONCRETE INSTITUTE BUILDING CODE" (ACI 318) AND WITH "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301), LATEST EDITIONS. ALL NORMAL WEIGHT CONCRETE (145 PCF) SHALL OBTAIN A MINIMUM 28 DAY COMPRESSIVE STRENGTH AS FOLLOWS: FOOTING —3000 PSI CALCIUM CHLORIDE AND/OR ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL NOT BE USED. ALL CONCRETE SUBJECT TO EXTERIOR EXPOSURE W/SPECIFIED STRENGTH LESS THAN 6000 PSI SHALL BE AIR —ENTRAINED 4% TO 6%. COLD WEATHER CONCRETING SHALL BE DONE IN ACCORDANCE WITH ACI-306, HOT WEATHER CONCRETING SHALL BE DONE IN ACCORDANCE WITH ACI-305. REINFORCING BARS SHALL BE DEFORMED BARS OF NEW BILLET STEEL CONFORMING TO ASTM SPECIFICATION A-615, GRADE 60, WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. ALL REINFORCING AND ACCESSORIES SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI STANDARDS 315-80 AND 315R-80. WOOD MINIMUM LUMBER STRESS GRADES SHALL BE AS FOLLOWS: DOUGLAS—FIR LARCH NO. 1 OR SOUTHERN PINE NO. 1 MEDIUM GRAIN. MOISTURE CONTENT SHALL NOT BE GREATER THAN 19%. PRESSURE TREATED LUMBER SHALL BE USED ON ALL EXPOSED AREAS. ALL FRAMING EXPOSED TO THE WEATHER OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE —TREATED IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVERS ASSOCIATION SPECIFICATIONS. WHERE POSSIBLE, ALL CUTS AND HOLES SHOULD BE COMPLETED BEFORE TREATMENT. CUTS AND HOLES DUE TO ON —SITE FABRICATION SHALL BE BRUSHED WITH 2 COATS OF COPPER NAPHTHENATE SOLUTION CONTAINING A MINIMUM OF 2% METALLIC COPPER IN SOLUTION (PER AWPA STD. M4). PROVIDE SOLID BLOCKING OF THE SAME DIMENSIONS AS THE JOISTS BETWEEN JOISTS AT SUPPORTS. FASTENERS SHALL BE HOT —DIPPED GALVANIZED OR STAINLESS STEEL. DECKING DECKING SHALL BE PRESSURE TREATED WOOD OR TREX COMPOSITE DECKING OR APPROVED EQUAL (TO BE APPROVED BY OWNER) MISCELLANEOUS ALL EXISTING DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED PRIOR TO FABRICATION. DO NOT SCALE DRAWINGS THE DECK SHALL BE CONSTRUCTED PER GUIDELINES OF IRC R507 (DECKS) ANY ITEM TO WHICH A SEAL OF A PROFESSIONAL ENGINEER HAS BEEN APPLIED MAY NOT BE ALTERED BY ANY PERSON UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND THE SPECIFIC DESCRIPTION OF THE ALTERATION. NON—COMPLIANCE IS A VIOLATION OF THE NEW YORK STATE LAW IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE ENGINEER, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, PENALTIES AND THE LIKE RELATED TO SAME. 1 PARADE LANE RYE BROOK, NY 10573 ISSUE I DESCRIPTION DATE 1 SCHEMATIC SET 05/21/2025 2 PERMIT SET XXX OMNI Consulting Group, LLC 43 UNION AVENUE HARRISON NY 10528 (P)646.460.5557 All rights reserved. All drawings, specifications and copies thereof furnished are and shall remain the property of OMNI Consulting Group, LLC and are not to be used on this or any other project without written consent from OMNI Consulting Group, LLC. I ARCHITECT OF RECORD I KRISTEN E. ABRUZZESE, R.A. ARCHITECT 885 SMITHTOWNAVENUE BOHEMIA, NY 11716 TEL. 917.499.8450 E: kdsten.abrumse@gmail.com I PROFESSIONAL STAMP/ SIGNATURE I KRISTEN E. ABRUZZESE, R.A. N.Y.S. LICENSE NO.043491 DATE: 05/21/2025 PROJECT NO: 202519 DRAWING BY: AS CHK BY: AS TITLE FRAMING PLAN AND DETAILS S-100.00 APProriinofe 0 — � tocofon � Oro t,2936 rr � — 0 �� w-e 5B' /` 0• Cori / os 010 y \ u GJ h �T Lot 264 '�hl-sc \ ��""'y h� u°�v •i 1 / / /� &men of � U / i Cow of f F0 sn• ''l Lof Area = 9 147 sq.,"I Survey of Property prepared for BeIIefair Home ZL Land Company in the Rye Town Westchester Scale 1"=20' Foundation Survey October 27 1999. Village of Brook of Rye County, Ap r. N.Y. 21,1999 Final Survey Nov 5 2000. The premises being Lot 192 as shown on a mop entitled Rev/sed SUMVision Mop of Bel/elan prepared for the Bel/&fair Ham& & Land Compony" doted Dec. 7 1998, lost rev ad Feb. 1, 1999 and filed Agri/ 12 1999 as County Clerk Mop No. 26JJ5. Mote, Ufi/i!y /nfol'moboa shown hereon as per County Clerk Mop No. 25190. 7/nou(horized a/terotions or additions to o survey mop es o Viofotion of section 7109, sub-di✓ision 2, of the New York State Education Low. Only copies of the original survey man Fed with the fond surveyor's /liked or embossed seal shall be considered o true and vo/7d copy . " Certifications indicated hereon signify that this survey was prepared in accordance with the existing code of practice for Land Surveys adopted by the New York State Association of Professional Land Surveyors Sold certifications S17011 rvn to the person for whom the survey Is prepared only, and on his behalf to the Title Compon, govmt/ gencyad/eyeonding institution listed hereon, and fo the assignees of the /endng instilution . CERT/F7C4RONS ARE NOT TRANSFER49LE TO ADO17101M iNST/TUTIONS OR SUBSEOUENT OYYNERS . e 76 Mdmoroneck Avenue White Plalns, N. Y. 10601 Copyright 1C) 1999-2000 Word Carpentai Engineers Inc. All Rights Reserved. —41 LJ/—YIJLL— i 1fC t9kr 's Asseuxteen. 1A[. 'Pardon Be Fs BAd.. rr Break, K.Y. 10573 BelleFair Architectural Review Board APPROVAL July 16, 2025 Jose Davila 1 Parade Lane Rye Brook, NY 10573 Re: Deck Replacement and Expansion Dear Mr. Davila, The Architectural Review Board (ARB) is responding to your request for approval to replace and expand your deck with white wood railings at 1 Parade Lane, Rye Brook, New York. We are pleased to inform you that based on the details of your application, which was reviewed on July 15, 2025, your application has been approved. Please be advised that our approval will be expressly conditioned upon your continued compliance with Schedule D of the Declaration. Accordingly, if the aforementioned fails at any time to comply with the Regulations, the ARB reserves the right to direct modification or the removal of the improvements at your sole expense to ensure compliance. As a reminder, certain alterations will require the approval of the Village of Rye Brook's Building Inspector or Engineer. You shall be responsible for obtaining all required approvals and permits. The Village of Rye Brook will consider applications after BelleFair ARB approval is given. The Village of Rye Brook approval does not preclude the need for ARB approval, nor does ARB approval relieve you from any responsibility of obtaining Village of Rye Brook approval. If you have any questions, please do not hesitate to contact us. Very truly yours, The BelleFair Architectural Review Board N 1F YV W Yd.110YNnlni4�.^t, IL•l' PO an, *w:% iubml f- NY 12346 1 ny%f.eem CERTIFICATE DF WORKERS' COMPENSATION INSURANCF- QFIJW 9113 QARhEN LANDS) &PING I.LC ,C 1 LLC! if5EmENDALE AVEAP7 2 PDRTCHESTEH NY IM73 SCAN CO k`Ai )DATE AMD SLIE35rt216E F�XICYHOLM R GEKTIFICATI= MOLDER B9 ; GARDEN LANwiGAPING LLC 47 LLC5 VIED or RYE 9RRO619 g65ELLENDALEAVE AP 12 BQII RYE KING STREET ROOK NV 10ST9 pORT CHESTER N!' 1 D573 __.._ D DATE FOLICNLI OER CEATIFICATEHLJKIDER VA,2 1 me.1 62959T PE3ii0 TNLS IS TO CERTIFY THltr rHE POLICYHOLDER NAMED Ate IS I145UREU VOTH THE NEWYORK STAT€ IRSURAFGR RCE QE�LCFL,NO UNRER pOLFCY ND. 2WI W&1, COVtRING THE ENTIRE IMPEN T ri OF THWI PO E&IECT TO AB- WDRIKERS' GWPEN�LTION UNDER THE IMFW YQFW VYORKrRS p6kiPEN6AilON LAri WITH SiESFE+� CUTSIOE <. INDI NSW VORITO THE PCXICYH0LDER'5 RE13ULARNEW WURK STAYS EMPLOYEE5 ONLYTo OaERnTl01.5 W OF IF Y0IU ORRTOvtSH TOATE RECEIVE HIS EfWTTICArE,ICINS VLIRWE1Ng* ATH�IFS JINIW�NY�-oM1YW9 jLOMiCEG ANY IRiIC@R IIL,A6P. THE RT16N9, YORIL STATE CNSURANCE FUND IS NOT LIABLE Lw THE EYEIrTOF Fn1LURE TOME suGH No-iLMATION5. rr1ISPOLICGOES N6T COVER THIF SOLE PROPRIExDk PARTNERS ANWOR MEM9ERS OF ALIMTrEDLIAB1U 1r COMPANY'. THIS GkK71FIGaTE IS 15SUEk + A µOTTER OF INFOkMAT14N OyLY nNru CONFER N4 RIGHTS NOR IM5uR,RMGE THC COVERAC--AGE ANt4 IE CERTTHEkRC'_I HDLDfR. THIS CERTIFICATE DOES NOT AUFNO, S=xTEkO 91� RLTTck VALIDATION TJUM9ER-- ID49113425 NIEVY YORK STAT SU NCE FIJND DIRECTOR 1H54}RARCE FUND UrvDiEfz�URI ; ING LH25.3 EXISTING CONDITION 1 PARADE LANE RYE BROOK, NY 10573 OMNI Consulting Group, LLC 43 Union Ave H v I v Harrison, New York, 10528 (P) 646.460.5557 WHERE TO BUY ORDER SAMPLES 4M FIND A BUILDER RESOURCES Products - Ideas - Why Trex - Start Your Project - ecking / Trex Transcend" Lineage^ / That Lineage Deck Sample SM4RF Ci (D © O Trex Transcend`, Lineage12-in Composite Decking Sample in Biscayne SKU: BCTL90000 112Inch Composite Deck Board Sample ***** 4.4 (31) Witte a review Alight coastal brown, Biscayne captures the beauty of mangroves and sandy coasts, with its light honey hues and natural grain pattern. $5.00 +F- ---Free Shipping COLOR: Biscayne SAMPLE LENGTH (INCHES) 3.5' 1Y se LIMITED RESIDENTIAL 35 f i $$$ WARRANTY Transcend® Composite Railing A timeless look that you can taller to your needs, made from high -quality composts. 1 ° R 0000 PROPOSED DECKING AND RAILING MATERIAL - TREX TRANSCEND OMNI Consulting Group, LLC 1 PARADE LANE 43Union Ave RYE BROOK, NY 10573 _ I V Harrison, New York, 10528 (P) 646.460.5557 PROJECT/ CLIENT: UTILITY EASEMENT ZONING ANALYSIS 1 PARADE LANE, RYE BROOK - DECK REQUIREMENTS 1 PARADE LANE S86"42'13"W 90.00, ----------------------------- ----- -- ----- ----------------------------------- RYE BROOK, NY 10573 NO PHYSICAL BOUNDS I ZONING DISTRICT: o P.U.D. W o LOT AREA: 9,147 S.F ISSUE DESCRIPTION DATE SECTION: 124.73 W 1 SCHEMATIC SET 05/21/2025 Cn FLAGSTONE WALK BLOCK: 2 Z O U 2 PERMIT SET XXX — — — — — — — — — — — — — — — o — — — — — — — — — — ------------------ ----- ----------------- I LOT: 30 F- U W z (D ? p a Z I I I I I U IY X ¢ Z U) O 0-1 > I I I I IN W I I I I ; FRONT YARD PUD N.C. N.C. N.C. NO A.C. UNIT I I ® I I M I SIDE YARD (ENVELOPE) PUD N.C. 8.96' (BLDG) 8.96' (DECK) NO N I I I I II I I REAR YARD BLDG ENVELOPE PUD 10.0 FT 10.0 FT 10.0 FT NO I I I REAR YARD LOT LINE PUD 10.0 FT 10.0 FT 10.0 FT NO I I a I o I w w I DESIGN CONSULTANT I I I H X I U zo U zo N.C. - NO CHANGE w 0 0 OMNI Consulting Group, LLC 1 j I I I 43 UNION AVENUE \ V I HARRISON NY 10528 I I I I (P) 646.460.5557 I I I I All rights reserved. All drawings, specifications and copies thereof furnished are and shall remain the property of OMNI I I I Consulting Group, LLC and are not to be used on this I I or any other project without written consent from OMNI I I I Consulting Group, L-C. I I I I I I I I , I ' ARCHITECT OF RECORD � I I o I I I NEW BLUESTONE I o i 2 STORY VINYL I WALKWAY KRISTEN E. ABRUZZESE, R.A. (HOUSE NO.1) I i ARCHITECT I I CIO = I 1 885 SMITHTOWN AVENUE BOHEMIA, N Y 11716 d I I TEL. 917.499.8450 E: kristan.abmmese@gmail.wm I �0z I I I I I , I I I I I � I I I PROFESSIONAL STAMP/ SIGNATURE I I I I I NEW STAIRS WITH I I A-1o1 I BLOCK RETAINING 1h�� I I WALLAROUND I I I I I I ; I I � NEW oO�A I I BLUESTONE c1�� I L L L L L L L I WALKWAY I I -LLLLLLLL i KRISTEN E. ABRUZZESE, R.A. 11 8.9611 LLLLLLLL I N.Y.S. LICENSE N0.043491 GENERAL CONTRACTOR BLDG. SIDES TBACK L L L L L L L I I EXISTING I I I FLAGSTONE PATIO I TO BE REPAIRED iki I I I o 1 �QS I O I W _ — — — — — — — — — — — — -- --- ----_--- W I � - O � i I U w I Z ~ U X W Im OFFICIAL DOB APPROVAL STAMP/ SIGNATURE o Y 10�---E*FTIN.G DECK U I m TO BE REMOVED w I a w 31'-10" F- , o u) _ — w EXISTING ASPHALT o I DRIVEWAY TO REMAIN `-- - DATE: 05/21/2025 S 81041'12" E 31.39' --- _ NO PHySICgL PROJECTNO: 202519 DRAWING BY: AS CHK BY: As g OUNDS"�__ ' _ -- TITLE SITE PLAN AND ZONING ANALYSIS PARR pE LA A , ^ -- — ---- - DWG NO: Z-100.00 DOB JOB NUMBER 01 EXISTING/ PROPOSED SITE PLAN SCALE 3/1611= 1'-011