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HomeMy WebLinkAboutBP21-208AL /►A rA 0'A MOOR 71 .FOOTING FOUNDATIONFRAMING RGH FRAMING INSULATION RGH PLUMBING GAS SPRINKLER ELECTRIC LOW -VOLT GO ALARM AS BUILT IS FINAL OT} IEft APPROVALS ARB u P lee$ foal BOT P$ TL41)e /0, 404 ZBA OTHER AS-BUluir NALSURVEY REQUIRED PRIOR TO FINAL INSPECTION ✓P>�Ce4 �� /z�/w:z Z THIS BUILDING MUST BE POSTED WRH A PERMANENT CONSTRUCTION TYPE IDENTIFICATION SIGN; T PRIOR TO THE ISSUANCE OF A C/09 AS REQUIRED BY NY STATE LAW. VILLAGE OF RyE BROOK WESTCHESTER COUNT-Y, NEW YORK No: 22-112 Certificate of Occupaucp This is to certify that ��f�/1/1avn Lueewo .` LI, L. U1"2P�7 0 of, RvI C having duly filed an application on 8 20 �requesting a Certificate of Occupancy for the premises known as, OYIve , Rye Brook,NY, located in aQ Zoning District and shown on the most current Tax Map as Section: / Block: Lot: o and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No.C>?/"a08, issued U 2002/ , such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following New York State Classifications, Use: R- / Construction: for the following purposes: Pear 0�e-S�Y V na /77Qn- War wood dea k- � Lear Md1Qr7ry PV50* 1 Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made,and no enlargement, whether by extending on any side or by increasing in height shall be made,nor shall the building be moved from one location to another until a permit to accomplish such change has o tame he Building Inspector. Building Inspector,Village of Rye Brook: -A en Date: AUG 1 0 2022 rE � "7 C� Fllr ofTicc use•unlN: BUILDING DEPARTMENT PF,RMIT# /'�2 8 2022 VILLAGE OF RYE BROOK ISS(I1:1): 0—'490J- ) 938 KING STREF r, RYE BROOK, NEW YORK 10573 DATE: "+�—it) VILLAGE OF RYE BROOK (914)939-0668-FAX(914)939-5801 Fe►:: 1'All) BUILDING DEPARTMENT iis%is-nel;)rook.oru APPLICATION FOR CERTIFICATE OF OCCUPANCY, CERTIFICATE,OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION Address: 13 Knollwood Drive, Rye Brook, NY 10573 Occupancy/Use: Residential Parcel ID#: 135.44-1-62 Zone: R-10 Owner: William & Lisa Luceno Address: 13 Knollwood Drive, Rye Brook, NY 10573 P.E./R.A.or contractor: Majestic Distributors Inc Address: 700 Fenimore Road, Mamaroneck, NY 10543 Person in responsible charge: William Luceno Address: 13 Knollwood Drive, Rye Brook, NY 10573 Application is hereby made and submitted to the Building Inspector ofthe Village of Rye[crook for the issuanceofa Certificateof Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: Kimberly T. Martelli being duly sworn,deposes and says that he/she resides at 138 Hanson Lane I h ml N,unc nl Apj,hc,ml l I No .md\Wil l in New Rochelle in the count of Westchester NY _ y in the State of ,that Il'nt'lo�n �llls:cl he/she has supervised the work at the location indicated above,and that the actual total cost ofthe work,including all site improvements,labor, materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:b $60,000 for the construction or alteration of: 1 Story Addition; Rear Wood Deck; Rear Mason, ry Patio Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/hcr knowledge and belief;the structure/work has been erected/completcd in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as crected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use ofany building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly, in its use or structure until a Certificate of Occupancy or Certificate ofCompliance shall have been duly issued by the Building Inspector as per §250-I O.A.of the Code of the Village of Rye Brook. Sworn to before me this op'` Sworn to before me this day of 20 day of , 20-;I`� Signalirri-ofilropertV 0-M-IL4 Signalu'eol'Ap erns William Luceno Kimberly T. Martelli Prins Name of Property Owner Print Name of Applicant Nolan'Pull; Notary 11uhhof TANYA HARRIS COLLINS TANYA HARRIS COLLINS NOTARY PUBLIC-STATE OF NEW YORK NOTARY PUBLIC-STATE OF NEW YORK No.01 HA6352017 No.01 HA6352017 Qualified in Westchester County Qualified in Westchester County My Commission Expires 12-19-2024 My Commission Expires 12-19-2024 oe BkjC . 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR '9ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.ors - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : \� no\ oxn(� 0 �1`` DATE: PERMIT# L\ ', ISSUED:A67,SECT: ` BLOCK: LOT: LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... �y ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION FINAL ❑ OTHER BR°°k Village of Rye Brook Public Works and Engineering Department 938 KING STREET•RYE BROOK,NY 10573 , 19t32 ,-� (914)939-0753 FAx(914)939-0242 INSPECTION REPORT Address: �i /yl�L�� � Date• #1 Name: Location. C'// Permit#: Phone: Email: Work being Inspected: r�✓ TL //04/0"4 /al�/�a/��fir" Work Inspected is: ccepte Rejected Re-Inspection Required Violation Noted Code Section Code Section: Action Taken Code Section: Action Taken 118 Erosion Sediment Pass Fail Violation 210 Storm Water Pass Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk Pass Fail Violation 213 Steep Slopes Pass Fail Violation 235 Trees Pas Fail Violation 216 Illicit Discharge Pass Fail Violation 245 Wetlands 49 Fail Violation Other: Pass Fail Violation `� Notes: 14 Diagram: Signatut/AV*100.,�00_ BRCv� Village of Rye Brook Public Works and Engineering Department 938 KING STREET•RYE BROOK,NY 10573 1982,-� (914)939-0753 Fax(914)939-0242 INSPECTION REPORT Address: ' ,[�.�//GL iiy �f/ Date: '� l Name: L UCy� Location: Permit#: Phone: Email: Work being Inspected: 4l/7_z_��/ Work Inspected is: Rejected Re-Inspection Required Violation Noted Code Section Code Section: Action Taken Code Section: Action Taken -, 118 Erosion Sediment Pass Fail Violation 210 Storm Water Pass-" Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk Pass Fail Violation 213 Steep Slopes Pass Fail Violation 235 Trees Pass Fail Violation 216 Illicit Discharge Pass Fail Violation 245 Wetlands Pass Fail Violation Other: Pass Fail Violation Notes: tZ12 T 3J 41 Diagram: Signature QyE BRC��. 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.ors - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - --- - - - ADDRESS :_ ' `v DATE: 9 "��I PERMIT# �1�i �x ISSUED:` \ SECT: BLOCK: LOT: LOCATION: \-n on (L OCCUPANCY: t ❑ VIOLATION NOTED THE WORK IS... I ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION !0 NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �Qy_E[3RCb,,�. O ym a>i "o 1932 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : Y\NN k `xJCJIV�" Q DATE: PERMIT#Q� `2 ISSUED: ?` SECT: 1� I LCK: LOT: LOCATION: A'���C'{ `�47 Vl_-� OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑' ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING �� t ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING © ^ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER BR BUILDING DEPARTMENT ❑BUILDING INSPECTOR /ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK / 0 CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : 1 AAJ DATE: C PERMIT# ISSUED: C SECT: BLOCK: LOT: LOCATION: C `�'�'�` r\ C OCCUPANCY: ❑ VIOLATION NOTED 1 THE WORK IS... ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION �'J REQUIRED ,,_p-'FOOTING v > ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER BUILD 4TME VIL OF RYE. OO REVISEDIN 938 KING ET RYE BRO S SEP 21 2021 14)939-066 j� DATED: VILLAGE OF RYE BROO ����w. ebroo a --, FOR OFFICE USE ONLY: SEP 2 1 202 Approval Date: P rit 1 —,07 Application # 1 Approval Signature: CHITECTURAL REVIEW BOARD: Disapproved: : Date: n BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: (�V�`� L ZBA Approval Date: Case# Other: �— Amendment Fee: Q Permit Fee: APPLICATION TO AMEND APPROVED PLANS Application dated: 9/16/2021 is hereby made to the Building Inspector of the Village of Rye Brook,NY, to amend the approved plans associated with an existing open permit,and/or from any prior approvals granted by the approval authority as per detailed statement described below. 1. Job Address: 13 Knollwood Drive, Rye Brook, NY 10573 Existing Permit#: BP 21-208 2. Parcel ID#: 135.44-1-62 Zone: R-10 Original Approval Date: 6/16/2021 3. Proposed Amendment(Describe in detail): Amended rear yard patio location 4. Property Owner: William & Lisa LUceno Address: 13 Knollwood Drive, Rye Brook, NY 10573 Phone# (914) 579-8287 (Work) Celt# (914) 450-0779 —e-mail wluceno@majestickitchens.com Applicant: Kimberly T. Martelli, KTM Architect Address: 700 Fenimore Road, 2nd Fl, Mamaroneck, NY 10543 Phone# (914)470-9805- Fax Cell# (914) 255-6260 e-mail ktm@ktmarchiteet.com Architect/ migivem: Kimberly T. Martelli, KTM Architect Address: 700 Fenimore Road 2nd FI Mamaroneck NY 10543 (914)481-8877 Phone# (q14)47n-g8n5 - Fax Cell# (914)255-6260 e-mail ktm@ktmarchitect.com 5. Occupancy; (1-Fam., ...)Prior to construction: 1-Family After construction: 1-Family 6. Will the proposed amendment require the installation of a new,or an extension/modification to an existing jutomatic fire suppression system?(Fire Sprinkler, ANSL System,FM-200 System, Type I Hood,etc...)Yes: No: (if yes,you must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 7. Will the proposed amendment disturb 400 sq.ft.or more of land,or create 400 sq.ft.or more of impervious coverage requiring a Storm water Management Control Permit as per§217 of Village Code?Yes:_No:V Area: i 8/12/2021 $. Will the proposed amendment require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No:V(if yes,you must submit a Site Plan Application,&provide detailed drawings) 9. Will the proposed amendment 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) 10. Is the lot located within 100 ft of a Wetland as per§245 of Village Code? Yes: V No: (if yes,the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 11. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes: No: (if yes,the area and elevations of the flood plane must be properly depicted on the survey&site plan) 12. Will the proposed amendment require a Tree Removal Permit as per§235 of Village Code?Yes: No: V (ifyes,you must submit a Tree Removal Permit Application) 13. Does the proposed amendment involve a Home-Occupation as per§250-38 of Village Code? Yes: No:_Ifyes,indicate: TIER I: TIER II: TIER III: (if yes,a Home Occupation Permit Application is required) 14. Will the proposed amendment result in additional square footage to the building or subject structure, and if so, provide such additional footage here. NO CHANGE (Please submit additional Bulk Regulation Application Pages for review) 15. What is the total added cost of the work associated with the amendment: $00.00 (The estimated cost shall include all site improvements,labor,material,scaffolding,fixed equipment,professional fees,including any material and labor which may be donated gratis.) 16. N.Y.State Construction Classification: VB N.Y. State Use Classification: R-3 17. Estimated date of completion: 11/30/2021 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. x*xxxxxxx*xx*xx�x*xxxxrxxx�x�x�xx��*****x**Fxx*xx*x*xx*x***xxxxY*xxxxxxxxxxx*x*x*�x�xxxx**x*xxxx*x,�******* STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Kimberly T. Martelli ,being duly sworn,deposes and states that4e/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 Architect for the legal owner and is duly authorized to make and file this application. (indicate architect ) 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 lv Sworn to before me this >4, day of 0 P( day of �P.ak�'►tlac✓' 20-q TANYA HARRIS COLLINS i Sig a o-1>Sroperty Owner NOTARY PUBLIC-STATE OF NEW YORK No,01 HA6352017 �gaa pp ican William Luceno Oualified in Westchester County Kimberly T. Martelli, Architect Print Name of Property Owner My Commission Expires 12-19-2024 Print Name of Applicant V ,,, e�_ Notary Pub c Notary PAlic 2 8/12/2021 r e r r r r ro 1 . N N =' 04IL a to OIL O zC) w Q �. I1 Z LLI N C4 z co uj � Q p uin W00 (> c7 r W z � �4 o\ V LL w A c N a • rn w ugo N w f a Q z w cz G. W 3 Q 3 Q oo Z � It o c o 08 �.s F• LD $ i U w z a. ° O 13z in D EC IEWE BUILDING DERAFNIENT DD AUG 2 5 2021 VILLAGE OF RYE fIROOK 938 KING,S7,4ETRYE131� (�?iC,NY 10573 VILLAGE OF RYE BROOK (914)93M'6'6 A-X fi$hd)939-5801 BUILDING DEPARTMENT ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY 131' — �� FP #: cl_�j— 3 // 2 4 -- Approval Date: AUG 1 Permit Fee: S_1550_,4L Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, $ is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install an or remove electrical equipment, wiring,fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal, State,County and Local Codes. n 1.Address: _�3 kNOLu,�c5a1J 1�etY� SBL: � 6 - 1 - �j 1 Zonep:e—/U 2.Property Owner: W I l-I_►A0n Li-e-04 � Address: 3 gt L�a1� ��.i`AE Ne R&c TY Phone#:�qll� 5QQ-rb?Q2 Cell#: email: �IJ1.tX ��" K-1'QN 5.Gen 3.Master Electrician: Address:� o Q--Re�P Lic. #: 11b% Phone#: Cell#: email: Company Name: A62A IL Address: 4.Proposed Electrical Work/Fixture Count: *******aaa*****s*a*********aaaaaa***************a**a***a**a****a**aaaa***aa*a***sa****ass*************a** STATE OF NEWS1MIV YORK, COUNTY OF WESTCHESTER ) as: P�7 � l.. being duly swom,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the fj F:+ ICAt_ Cok4npkcStOIR for the legal owner and is duly authorized to make and file this application. (indicate architect.contractor,agent,attorney,etc.) The undersigned further states 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. Sworn to Wore me this Sworn to befo me this Z� _ day of u f 20 day of 20 / Signattic ofl5roperty Owner Signature lican w,,11,',�..t 6­5-4Ceni0 J Print Name of Prop Owner Print N licant `�4V1 CvVL�o — Notary Pu lic Not blic TANYA HARRIS COLLINS JOHN DIONISIO NOTARY PUBLIC-STATE OF NEW YORK Notary Public State of New York No.01HA6352017 Qualified - Westchester County Qualified in Westchester County # 01DI4804045 Exp. 9/30/22 7i7/17 My Commission Expires 12-19-2024 Westehester Rockland Electrical Inspection Services, Inc. Nrtl h ne J14-347-355995 qO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue Fax: 914-347-3596 Elmsford, NY 10523 LG PERMIT NO. WILDING # DATE 11 - 1v� CITY OR VILLAGE ZIP CODE TOWNSHIP COUNTY STREET AND NO.OR ROAD POLE NUMBER BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION BLOCK LOT OCCUPANT'S NAME BUILDING OCCUPANCY OWNER'S NAME AND ADDRESS i HOME TELEPHONE NUMBER CURRENT SUPPLIED BY FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO.OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE NO. H.P.EACH NO. WATTS EACH INSPECTION OUTSIDE BASEMENT 1 1'FL. Al 2'°FL. VILLAGE F RYE BROO 3"°FL. REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: r% THIS APPLICATION IS INTENDED TO COVER THE ABOVE LISTED ITEMS TO BE INSPECTED.IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS HAVE BEEN INSTALLED,YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUST THE FEE FOR THE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPLICANT DECLARES THAT THERE IS NO OPEN APPLICATIONS FOR THE ABOVE WITH ANY OTHER INSPECTION COMPANY WREIS,INC. IS NOT LISTING,LABELING,UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHER CERTIFIED TESTING AGENCIES OR INSPECTION COMPANIES.THE APPLICANT,OWNER,OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FORTH FOR THE APPLICATION. SIZE OF SERVICE FEEDERS CHARACTER OF WORK NEW L- ADDITIONAL❑ EXPOSED❑ CONCEALED❑ MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD❑ UNDERGROUND❑ AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. NAME OF COMPANY \� DATE ...OF APPLICATION SIGNATURE OF APPLICANT S7AEEiADDRM r� TELEPHONE NO. '7,-2) l�L) i1112Ui� _- A _ I 6z CITY OR POST OFFICE ZIP CODE LICENSE NO.WHEN APPLICABLE WESTCHESTER ROCKLAND ELECTRICAL INSPECTION SERVICES.INC. BY THIS CERTIFICATE OF COMPLIANCE THE Westchester Rockland Electrical Inspection Services 43 North Lawn Ave, Elmsford, NY 10523 914-347-3595 (Office) 1 914-347-3596 (Fax) CERTIFIES THAT Upon the application of: Upon premises owned by: LANZA ELECTRIC CONTR.CO.INC.. William & Lisa Luceno 332 Northrup Avenue NY, Mamaroneck 10543 Located at: 13 Knollwood Dr Rye Brook, NY 10573 Certificate Number: 1031506 Section: 135.44 Block: 1 Lot:62 BDC: Permit Number: EP:21-211-BP:21-208 A visual inspection of the electrical system at this premise described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below,located in/on the premises at: 13 Knollwood Dr Rye Brook,NY 10573 Basement 15 1st Floor 2nd Floor 3rd Floor Garage ❑Attic Outside Other: Inspection was conducted in accordance with the NYS and NFPA 70-2017 International Electrical Code and detail of the installation,as set forth below,was found to be in compliance therewith on 11/02/21 Name Type Quantity Fixture-Luminaire Recessed LED 5 Receptacle Convenience ------- 6 Switch Single Pole ------- 4 Fixture-Wall Sconce Outdoor ------- 1 Spot Lights 1 set 1 This Certificate has been approved by Westchester Rockland Electrical Inspection Services. This certificate may not be altered in any way. This certificate is valid for work performed before date of inspection only. YYY RECEIVED JUN 11 2021 June 10, 2021 APPROVED 6-0 VILLAGE CLERK'S OFFICE RESOLUTION APPLICATION FOR SITE PLAN AND WETLAND PERMIT APPROVAL FOR 13 KNOLLWOOD DRIVE VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS, Kimberly T. Martelli, R.A. of KTM Architect, on behalf of the property owners William Luceno &Lisa Luceno, submitted an application for approval of an Site Plan and Wetland Permit for the construction of a rear one-story addition,rear wood deck and rear masonry patio at property located at 13 Knollwood Drive in the R-10 Zoning District,Section 135.44, Block 1,Lot 62 as shown on the Town of Rye Tax Assessor's Map ("Property'; and WHEREAS, the Planning Board reviewed the following plans and application materials: 1. Short Environmental Assessment Form dated 5/27/21 and EAF Mapper Summary Report dated 2/17/21; 2. Application for Site Plan Approval; 3. Application for Exterior Building Permit; 4. Site Plan Submittal Review Checklist; 5. Wetlands Permit Application; 6. Building Permit Check List& Zoning Analysis; 7. A Report entitled "Stormwater Management Plan& Drainage Analysis" dated 2/17/21, prepared by Hudson Engineering& Consulting P.C.; 8. The following plans generally entitled, "Luceno Residence" prepared KTM Architect, NCARB, last revised 5/26/21: a. Sheet G-1, "General Notes & Specifications;" b. Sheet SP-1, "Site Plan& Zoning;" C. Sheet EC-1, "Existing Conditions;" d. Sheet A-1, "Proposed Floor Plans;" e. Sheet A-2, "Proposed Elevations;" f. Sheet A-3, "Property Photos;" g. Sheet A-4, "Neighboring Property Photos;" h. Sheet MEP-1, "First Floor Electrical Plan. 9. The following plans generally entitled, "Proposed Addition, Patio & Alterations 13 Knollwood Drive"prepared Hudson Engineering& Consulting,P.C., dated 5/24/21: a. Sheet C-1, "Stormwater Management Plan;" b. Sheet C-2, "Details." 10. A Site Survey prepared by Richard A. Spinelli,Licensed Land Surveyor, dated 1/25/21; and WHEREAS, the Planning Board is the Approval Authority for the Site Plan pursuant to Section 209-1.A(2)(a) of the Village Code; and WHEREAS, the Planning Board is also the Approval Authority for the Wetland Permit application pursuant to Chapter 245; and WHEREAS, the Project is a Type II Action pursuant to 6 NYCRR 617.5(c)(12) of the State Environmental Quality Review Act (SEQRA) thereby requiring no environmental review; and WHEREAS, the Village Planning Consultant, Village Staff and the Planning Board reviewed the information, submitted comments regarding the site plan and wetland permit and made recommendations regarding wetland buffer mitigation and landscaping; and WHEREAS, on June 10, 2021, the Planning Board opened a public hearing on the subject application, at which time all persons interested were given an opportunity to speak on behalf of or in opposition to said application and the Planning Board closed the public hearing on June 10, 2021; and WHEREAS, due to public health and safety concerns related to the current COVID- 19 pandemic, the May 13, 2021 and June 10, 2021 meetings of the Planning Board at which this application was heard,were duly noticed and held via videoconference in accordance with the requirements of the Zoning Code of the Village of Rye Brook and the Governor's Executive Orders which suspend the "in-person" requirements of the NYS Open Meetings Law and provide alternative means by which to conduct public meetings and hearings; and WHEREAS, the total area of disturbance proposed within the wetland buffer is 566 square feet (212 square feet of which consists of impervious surface coverage) necessitating a total mitigation area of 1,132 square feet pursuant to Village Code §245-9.A(3)which requires mitigation of buffer disturbance at a ratio of at least two to one; and WHEREAS, the Applicant proposes 1,132 square feet of off-site mitigation to account for disturbances to the wetland buffer; and WHEREAS, the Planning Board has considered the wetland permit standards set forth at Village Code §245-8(A) and finds that the Applicant proposes sufficient wetland mitigation in compliance with Village Code standards subject to compliance with the conditions set forth herein and specifically finds that full off-site mitigation is appropriate in this instance because the Property is up-gradient of the stone-lined watercourse and wetland plantings on-site in this instance will have minimal,if any,beneficial impact to the watercourse; and WHEREAS, the Planning Board is familiar with the site and all aspects of the project. NOW,THEREFORE, BE IT RESOLVED, that for the reasons stated herein, the Village of Rye Brook Planning Board hereby approves the site plans listed herein and approves a Wetland Permit, for the construction of a deck expansion, proposed patio and associated stormwater system at property located at 13 Knollwood Drive,upon the following conditions: 1. The Planning Board hereby waives that requirement for the submission of a Construction Management Plan pursuant to Village Code §209-2.B. 2. Prior to the issuance of a Building Permit,the applicant shall revise the Site Plan,Sheet SP-1, prepared by KTM Architect, NCARB, to indicate the size of the proposed American Holly (Ilex opaca) as a minimum of 6 feet at the time of planting. 3. Prior to the issuance of a Building Permit, the applicant shall submit a Wetland Mitigation Plan for 1,132 square feet of wetland mitigation in Rich Manor Park to the satisfaction of the Superintendent of Public Works/Village Engineer and Village Planning Consultant. 4. The Wetland Permit shall be valid for a period of one year from the date of this resolution, however, an extension of an original permit may be granted upon written request to the Planning Board by the original permit holder or his/her legal agent at least 30 days prior to the expiration date of the original permit. 5. The written Wetland Permit issued pursuant to this approval shall contain the following conditions pursuant to Section 245-11(B) of the Village of Rye Brook Code: a. Work conducted under a permit shall be open to inspection at any time, including weekends and holidays, by the approval authority, the Advisory Council on Environmental Conservation, the Village Engineer or their designated representatives. b. All permits issued under this chapter shall be void and of no effect after one year from the date of issue thereof, unless the work for which the permit was issued has been actually commenced and not been abandoned during that period. In such cases, the applicant may reapply for a wetlands permit from the approval authority in accordance with the provisions of this chapter. If the work for which the permit was issued has commenced within one year from the date of issuance of the permit, such permit may be renewed by the approval authority in accordance with the renewal provisions set forth at § 245-5(A)(8) of the Village Code. c. The permit holder shall provide written notification to the Village Engineer of the date on which the regulated activity is to begin at least five business days in advance of such date. d. The approval authority's permit shall be prominently displayed at the project site during the undertaking of any of the activities authorized by the permit. e. The boundaries of the regulated activity and all wetlands and watercourses shall be stated and appropriately marked in the field so as to make the boundaries visible. f. The permit, including all conditions, shall be binding on all successors and assignees of the permit holder; and BE IT FURTHER RESOLVED, that no permits shall be issued by the Building Department until the Applicant has paid to the Village all applicable fees and professional review fees incurred in connection with review of this Application. On motion by Mr. Morlino, seconded by Mr. Miller, Mr. Michel Nowak, Superintendent of Public Works/Village Engineer, called the roll: MR. GOTTLIEB Voting EXCUSED MR. GRZAN Voting AYE MR. MILLER Voting AYE MR. MORLINO Voting AYE MS. SCHOEN Voting AYE MR. TARTAGLIA Voting AYE CHAIRMAN GOODMAN Voting AYE RECEIVED MAY 14 2021 VILLAGE CLERK'S OFFICE May 13, 2021 Approved 7.0 RESOLUTION SETTING A PUBLIC HEARING REGARDING SITE PLAN AND WETLANDS PERMIT APPROVAL FOR 13 KNOLLWOOD DRIVE VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS, the Applicant, Kimberly T. Martelli R.A., on behalf of the Property Owners, William and Lisa Luceno, has submitted Applications for the approval of a Site Plan and Wetlands Permit for the construction of rear one-story addition, rear wood deck and rear masonry patio on the property located at 13 Knollwood Drive, SBL 135.44-1-62 on the Town of Rye Tax Map, in the R-10 Zoning District; and NOW, THEREFORE, BE IT RESOLVED, the Planning Board of the Village of Rye Brook will hold a public hearing on June 10, 2021 at 7:30 p.m. via videoconference in accordance with the requirements of the Zoning Code of the Village of Rye Brook and the Governor's Executive Orders which suspends the "in-person" requirements of the NYS Open Meetings Law and provides alternative means by which to conduct public meetings and hearings, to consider the above- referenced application; and BE IT FURTHER RESOLVED, that the Applicant is hereby directed to comply with Section 250-40 of the Village Code regarding notification of the public hearing. On motion by Mr. Morlino, seconded by Mr. Gottlieb, Mr. Nowak, Superintendent of Public Works, called the roll: MR. GOTTLIEB Voting Yes MR. GRZAN Voting Yes MR. MILLER Voting Yes MR. MORLINO Voting Yes MRS. SCHOEN Voting Yes MR. TARTAGLIA Voting Yes CHAIRMAN GOODMAN Voting Yes NOTICE OF PUBLIC HEARING Public Notice is hereby given for a Site Plan Application and Wetland Permit Application submitted to the Village of Rye Brook Planning Board. The matter is scheduled for a Public Hearing before the Planning Board on June 10, 2021 at 7:30 p.m., at Rye Brook Village Hall, 938 King Street. Owner: William Luceno & Lisa Luceno Applicant: Kimberly T. Martelh, R.A. Premises: 13 Knollwood Drive (Parcel ID# 135.44-1-62) Application: Review of a Site Plan and Wetland Permit Applications for the proposed rear one story addition, rear wood deck and rear masonry patio. The June 10, 2021 the Planning Board meeting will be held via videoconferencing and in-person, if permitted by the Governor's Executive Orders. The public will have an opportunity to see and hear the meeting live and provide comments. Further information on in-person attendance, if permitted, will be available on the Village website. The public can watch the live meeting on Cable TV, online from the Public Meetings link on the Village website (www.ryebrook.org), and through the Zoom App. If any interested members of the public would like to provide comments on an application, comments can be called in during the meeting at +1 (929) 205-6099, Meeting ID: 836 7291 9903 or provided through the written chat section of the Zoom meeting. Comments can also be emailed before and during the public hearing to Michal Nowak, Village Superintendent of Public Works, at mnowak@ryebrook.org. Please check the meeting Agenda posted on the Village website for further instructions to access the virtual meeting and for updated information. Additional information is available at the Rye Brook Engineering Department at (914) 939-0753. BUILDING DEPARTMENT REVISE VILLAGE OF RYE BROOK PLANSR APR"9021 938 KING STREET RYE BROOK,NY 10 pATE� GK (914)939-0668 FAx(914)939-5801 BUILDING DEPARTMENT www,ryebrook.orL FOR OFFICE USE ONLY: BOT Approval Date: PB Approval Date: l BOT Disapproval Date: PB Disapproval Date: Attach Resolution Hereto: BOT[ ] PB[ ZBA[ ] Chairman: 12—, ,4 0�[U1� SITE PLAN FEE: 5�1 — DATE PAID: ENVIRONMENTAL FEE: ��� DATE PAID: FEB 1 9 2021 OTHER: APPLICATION FOR SITE PLAN APPROVAL Submission of this application does not assure placement on any Planning Board Agenda,The Applicant will be notified of such placement. This application references but is not limited to the following sections of the Code of the Village of Rye Brook;§250 ZONING,§209 SITE PLAN REVIEW,§235 TREES,§107 DEMOLITION OF BUILDINGS,§224 SWIMMING POOLS,§121 EXCAVATION&TOPSOIL REMOVAL,§118 EROSION&SEDIMENT CONTROL,§213 STEEP SLOPES PROTECTION,§219 SUBDIVISION OF LAND, §250-40 NOTIFICATION REQUIREMENTS. Applicants and their Design 1'rofcssionals are strongly advised to review the above incntirtnctl cube,rrtioii,;t,niinc:tt, www.ryebrook.or>;prior to completing and/or submitting this application. APPLICATION FEE SCHEDULE: Residential Dwellings- $325.00,plus$200.00 per additional dwelling unit. Non-Residential Buildings- $475.00,plus $30.00 per parking space. Planned Unit Development-$600.00,per acre PUD Amendment- $300.00 Site Plan Amendment- $575.00 Wetlands&Watercourse- $1,150.00,permit$250.00 Consultant Review(Escrow)Fee: Minimum fee$250.00-maximum fee$2,500.00 to be determined by the Village Engineer. l ppliratitnt liwx are rtr,tt-rrJumLrhle. Thr•rggtlirrinr's lsc•rnnv Ac•r'onnt ntim have a pasitive hahau c•al all fintc s prior to an),l'wtnthanl,AtlonteK or I i!lrlvr rrrirtr. F. rnnr Frr ytntl.City'Phut l'ce,1?111s1 hr paid ntt"'J'tt'111r•chce A:c mvnlr pynvrhL'to tllr- I"ilhrty'of/h.•UrrotA. 1. Site Address: 13 Knollwood Drive, Rye Brook, NY 10573 Parcel iD#: 135.44-1-62 Zone: R-10 2. Property Owner: William Luceno Address: 13 Knollwood Drive, Rye Brook, NY 10573 E-Mail: wluceno@majestickitchens.com Tel.#: (914) 579-8287 (Work) Other: (914)450-0779 (Mobile) 3. Applicant: Kimberly T. Martelli- KTM Architect Address:700 Fenimore Road, Mamroneck, NY 10543 E-Mail: ktm@ktmarchitect.com Tel.#: (914)481-8877 Fax(914) 470-9805 Other: (914)255-6260 (Mobile) 4. Design Professional: Kimberly T. Martelli Address700 Fenimore Road, Mamaroneck, NY 10543 E-Mail: ktm@ktmarchitect.com Tel.#: (914)481-8877 Fax (914)470-9805 Other: (914) 255-6260 (Mobile) 5. Designate to whom correspondence is to be sent: Kimberly T. Martelli-ktm@ktmarchitect.com Vnte:Irapplicant is a"C'ontract Vendee",please attach a copy utthc contract summary with lim:nrcial and conlidential terms deleted. 1 6. Street which property abuts: Knollwood Drive 7. Does property connect directly into State or County highway? M NO ( )YES: 8. Is site within 500 feet of Village Boundary?M NO O YES If yes note all bordering municipalities: 9. Total area of site: 6,855 SF Area of site activity: 3,702.6 SF 10. Site coverage: 37.67 %; Building coverage: 20 11. Existing building size: 2,135 SF (GFA) New/additional building size: 2,287 SF (GFA 12. Existing parking spaces: 2 New parking spaces: 0 (2 To Remain) 13. Nature of proposed activity: FamihRoom Addition/ Deck Demolition, Landing & Steps To Grade ****************************************************************************************** Please note that this application must include the notarized signature(s) of the legal owner(s) of the above-mentioned property, in the space provided below.Any application not bearing the legal property owner's notarized signature(s)shall be deemed null and void, and will be returned to the applicant. *********************************************************************************************************** STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Kimberly T. Martelli ,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 Architect for the legal owner and is duly authorized to make and file this application. (indicate architect,coetreeter,agent,auamv*etc.) That all statements contained herein are true to the best of limber 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. Sworn to before me this ) 10" Sworn to before me this '�H^' day of rGhfuC' � , 20 &-f day of i"�"�"'G``l , 20 c;L1 No Pu t o Al. Jr Signature of Property Owner Signature of App ' nt William Luceno Kimberly-f�. rtelli Print Name of Property Owner Print Name of Applicant TANYA HARRIS COLLINS TANYA HARRIS COLLINS NOTARY PUBLIC-STATE OF NEW YORK NOTARY PUBLIC-STATE OF NEW YORK No.01HA6352017 No.01 HA6352017 Qualified in Westchester County Qualified in Westchester Count My Commission Expires 12-19-2024 My Commission Expires 12-19-2024 z s/lrzo2o VILLAGE OF RYE BROOK 938 King Street,Rye Brook,N.Y. 10573 FEB 19 2021 (914)939-0753 Fax(914)939-5801 www. ook.or SITE PLAN SUBMITTAL REVIEW CHECKLIST This form shall serve as a checklist for site plan submittal and review by the Village of Rye Brook. The use of this plan review checklist by the applicant is to ensure compliance with the technical provisions of§209 of the Code of the Village of Rye Brook entitled, Site Plan Review, pertaining to preliminary and final plan preparation. The Village Code is available on the Village Website at: www.ryebrook.org. Prior to the appearance before ANY meeting or hearing of the Planning Board,the applicant must comply with all Notification Requirements of Code Section 250-40. SITE PLAN SUBMITTAL SHALL INCLUDE: 1. APPLICATIONS. Completed and signed including correspondences. 2. CHECKLIST. Completed and signed. 3. PLANS. Signed, Sealed & Dated. Four paper (4) copies and one (1) electronic version. One (1) record set with original signatures, dates and seals shall be provided and submitted with two (2) copies that clearly indicate the signatures,dates,and seals shown on the record set. 4. FEES: All application fees and Environmental fee. A separate check for filing fee and Environmental fee. 5. Environmental Assessment Form. Form available on the NYS DEC website and mapper. 6. Electronic Copy. Complete copy of all plans and shall be submitted electronically at time of submission. 7. Notarized Affidavit of Sign Posti it Notification. I, east's signature)have read the Notification Requirements e ection 250-40 and will provide notification as required. IDENTIFICATION OF APPLICANT(S): Identification of Applicant: Kimberly T. Martelli, KTM Architect Applicant: Kimberly T. Martelli Address: 700 Fenimore Road, 2nd Floor Tel. #: (914)481-8877 Fax: (914)470-9805 E-Mail: ktm@ktmarchitect.com Project Name: Luceno Residence Project Address: 13 Knollwood Drive, Rye Brook, NY 10573 Current Property Owner: William Luceno Address: 13 Knollwood Road, Rye Brook, NY 10573 Tel.#: (914) 579-8287 Fax: (914) 381-1304 E-Mail: wluceno@majestickitchens.com IDENTIFICATION OF PROPERTY: Identifying Title: 13 Knollwood Drive, Rye Brook, NY 10573 Tax Designation: Section: 135.44 Block: 1 Lot: 62 Zoning District: R-10 Street which property abuts: Knollwood Drive Plan Submission Date: 2/18/2021 Site Plan Checklist Page 1 of 7 6/l/2020 Project Address 13 Y N NA PLAN REQUIREMENTS 9/O O 4 copies of plans prepared and signed by a registered Land Surveyor,Engineer or Architect. 00 O One(1)electronic copy of all submitted plans and surveys. U'O O Topographic Survey stamped by New York State Land Surveyor with license number and seal. 00 O Topographic survey scale of one(1)inch per twenty(20)feet or larger. 00 V Section, block and lot numbers of the property taken from the latest tax records along with a copy of the most recent property card on file with the Town of Rye Tax Assessor's office. 00 0, Name of the proposed subdivision plan. 9(O O Name and address of the owner of record. W O O Name and address of the applicant. 00 W Deed reference(s). ADO O Names, addresses and signature of every Engineer, Architect, Land Surveyor or Soil Scientist whose professional seal appears on any site plan submitted to the Board. Q(O O North arrow and scale. W O O Location map at the minimum scale of 1"equals 1,000 feet. WO O Area of all lots,in square feet. O'O O Engineering notes on plans as stated in application packages. 00 U' Copies of all existing and proposed deed restrictions or covenants applying to the property, including, but not limited to, covenants and agreements restricting the use and establishing future ownership and maintenance responsibilities for all private roads,recreation,and open space areas. C�O O Any prior land use approvals with respect to the subject property. OHO O Date the plans were first drafted. Any revision(s)made to any of the sheets first submitted are to be so noted in the revision block. The revision block is to be placed on the originals of the revised sheets. Additional paper copies are to be made& submitted for the Planning Board&Building Dept.to replace those sheets previously submitted. Or O O Other existing site improvements,including,but not limited to,fences,landscape or retaining walls,landscaping & screening. WOO Location of all buildings and structures on the premises and approximate location of all neighboring buildings or structures within 100 feet of the lot line. O O Fees paid to The Village of Rye Brook Building Department. O O Any revisions to plans shall be identified with a revision cloud and numbered revision triangle Y_ N NA ABUTTING PROPERTY INFORMATION Ind O O The names and addresses of all abutting property owners within 250 ft as indicated in the Municipal records. WO O Zoning and use of abutting properties noted on plans. 4/0 O Shape,size,height and location of existing buildings and driveways within one hundred(100)feet of the site. OHO O Location and description of existing easements within one hundred(100)feet of the site. WO O Location of existing private or public trails within one hundred(100)feet of the site. Q( O O Location of existing roads,scenic roads and/or driveways within two hundred(200)feet of the site. 00 0/ Location of proposed parkland. If none state nearest recreation facility 00 l'>( Location of existing septic system leach fields within two hundred(200)feet of the site. Q/O O Locations,dimensions,grades and flow direction of existing sewers,culverts,waterlines as well as other underground utilities within and adjacent to the property. Site Plan Checklist Page 2 of 6/l/2020 Project Address KNoe L Low �4 WO O The location of all existing watercourses,intermittent streams,wetland areas and springs,consistent with the definitions set forth in Chapter 245,Wetlands and Watercourses,of the Code of the Village of Rye Brook. V N NA PROPOSED SITE PLAN INFORMATION WOO Sufficient, acceptable information to readily determine the location, bearing, and length of every street line, lot line, and property boundary line. t� O 0 Location of all building setback lines. WOO Topographic data at a mininutnt contour interval of 2'-0"increments,showing existing and proposed contours on the property and extending a minimum of 25 feet into all adjacent properties. 61(0 O The location and characteristics of the different areas of vegetation,including the identification of all individual trees 12 or more inches in diameter at breast height("DIM"),protected trees of any size,as well as stands of trees and wooded areas, within areas of proposed disturbance,consistent with the provisions of Chapter 235, Trees, of the Code of the Village of Rye Brook, WO O Location and proposed development of all buffer areas,including existing vegetative cover. V O O Location and description of any zoning district and municipal boundaries including a zoning compliance chart for the existing and proposed lots. lY�O O Shape,size,height and location of all existing and proposed buildings. td( O O Location and description of any existing and proposed casements. O O Location and dimensions of all existing and proposed streets,driveways,sidewalks,parking spaces,bicycle parking, loading areas and other facilities associated with the proposed use. 00 a Identification of the location and amount of building area proposed for retail sales or similar commercial activity. (Y 0 O Location of existing and proposed utilities(water,sewer,gas,electrical,telephone,oil tank etc.). 00 W Design and location of all existing and proposed wells,septic tanks and leach field systems,or methods of waste water disposal. 00 W Location,type and sire of all existing and proposed landscaping and screening including fences and walls. 00 V Location,size and proposed screening of outdoor storage areas,if any. WO O Location, design and construction material of all existing or proposed site improvements, including drains, culverts, retaining walls,landscape walls and fences. Q(O O Exterior lighting plan and proposed signs to be located on site,including sign orientation,size,height,and elevation view. WO O Storm drainage plan and plans for snow removal and storage. 00 W Pedestrian and automobile circulation plan. O O W Construction drawings for pavements,walks,steps,curbing,drainage&other structures associated with the proposed use. 6/0 O Erosion and sedimentation control plan,including installation details of proposed control measures,directive construction notations and a schedule for the installation and maintenance of proposed control measure. O W O Description of measures planned to assure proper erosion and sedimentation control in accordance with the requirements of Chapter 118 entitled"Erosion and Sediment Control,"of the Code of the Village of Rye Brook. WO O Drawing and computation for storm water detention design for a 25-year storm in accordance with the Westchester County Best Management Practices 4Y O O Rock outcroppings and areas of steep slope consistent with the definitions set forth in Chapter 213,Steep Slope Protection, of the Code of the Village of Rye Brook. 0 O 6?< Location of any common lands and/or public lands. 0 0 Phasing or an estimated project construction schedule. O O Supporting documents,including deeds,maintenance,condominium agreements,etc. hitu Pluu Chccklis,t Tabu;1 of 7 Project Address 13 Knollowood Drive WO O Location of proposed construction or area of disturbance and its relationship to any property line, easement, building, structure, road, wall, fence, sewage disposal system, well, wetland feature or tree exceeding six inches in diameter measured at a height of four feet from the ground O O W Estimate of earthwork showing the quantity of any material to be imported to and/or removed from the site including a chart with the number/species and size of any trees to be removed. 6!O O Location and size of areas of soils by soil types in the area of proposed disturbance and to a distance of 100 feet surrounding the area of disturbance. O O 9' Cross sections of steep slope areas. O O W Retaining walls or like constructions,with details of construction. WO O Approximate boundaries of any areas subject to flooding or stormwater overflows, including areas of special flood hazard and coastal high-hazard areas, consistent with the definitions set forth in Chapter 130, Flood Damage Prevention, of the Code of the Village of Rye Brook.Approximate Wetlands and wetland buffer boundaries shall be clearly delineated. 6(O O Location of fire and other emergency zones,including the location of fire hydrants. O O Studies to include,but not necessarily limited to: environmental impact analysis,wildlife,traffic,stormwater management,recreation,public service,fiscal impact,visual impact and historic significance documentation,or a written request to waive the submission requirements for these studies. O O 6� Amount of any bonds required. O O Amount of excavated material to be removed from site,if any. Y N NA OTHER(as applicable) O O O� Record of application for and approval status of all necessary permits from state and county officials and local utility companies. O O Identification of any federal,state or county permits required for the project's execution,including project referrals, if any,&environmental review procedures mandated by Article 8,Environmental Quality Review,of the Environmental Conservation Law(SEQRA). O O Any other information felt necessary by the Planning Board to allow the Board to proceed with consideration&to make an informed decision. DEVELOPMENT REVIEW CHECKLIST WESTCHESTER COUNTYPLANNING BOARD Notice to Applicants/Developers: At some point during the development review process your project may be referred to the Westchester County Planning Board for review and comment in accordance with state and county laws that require local planning boards, zoning boards of appeals and governing bodies to refer certain development applications to the County Planning Board. Referral to the County Planning Board may not occur until your project has progressed well along through the design process. Since the Planning Board's comments may impact project design, this checklist is provided to encourage early consideration of these areas of concern by applicants to avoid project changes later. For information on the County Planning Board review process and to access an electronic copy of this checklist, go online to www.westchestergov.com/planningreferrals or contact Lukas Herbert at lah5@westchestergov.com. I.COUNTY PLANNING BOARD POLICIES: Written policies underlie all recommendations of the County Planning Board. Westchester 2025-Context for County and Municipal Planning and Policies to Guide County Planning,adopted by the County Planning Board on 5/6/08,amended 1/5/10,can be found at ww.westchestergov.com/2025. ❑Westchester 2025:Policies should be reviewed to determine how they relate to the development proposal. II.IMPACTS TO COUNTY FACILITIES AND SERVICES: The County Planning Board coordinates the review of development projects with Westchester County departments to identify and address potential impacts on County services and infrastructure.In some situations,permits and approvals may be required that could change project design. Site Plan Checklist Page 4 of 6/1/2020 Project Address 13 Knollwood Drive ❑ Map of County Facilities: Review the State & County Roads and Parks map (which also includes county channel lines) to identify proximity to County facilities at: www.westchestergov.com/planningdocs/pdfmaps/countystateroadsparks.pdf. Other useful map links for information about environmental features, septic/sewer map, county sewer districts map, etc can be found at: www.westchestergov.com/maps ❑ COUNTY ROAD: Applications for development on sites that abut a County road must be submitted for review by the County Department of Public Works. Information and forms can be found at: www.westchestergov.com/dpw/bldgperm.htm. Former County Roads do not need review by the Department of Public Works,but will still likely trigger a review by the County Planning Board. ❑ COUNTY CHANNEL LINES: Applications for development on sites within 100 feet of a designated County Channel Line require a stream control permit from the County Department of Public Works. Information and forms can be found at: www.westchestergov.com/dpw/bldgperm.htm ❑ COUNTY PARK: New construction & land alteration projects adjacent to County parks are expected to address screening& buffer of new uses from the park, as appropriate. Stormwater should not drain from a developed site onto a County park without acceptable quantity and quality controls.County parks are designated as Critical Environmental Areas. ❑ SEWAGE TREATMENT AT COUNTY TREATMENT PLANT: Local municipalities are required to reduce and eliminate inflow and infiltration(I&I)into the sanitary sewage systems tributary to County treatment plants.New development will be expected to reduce I&I in relation to generation of new flow at a ratio of three to one. This requirement must be discussed with local officials. ❑BEE-LINE BUS SERVICE: Bee-Line bus stops serving a development site should be identified on plans or noted if located off-site. If a bus stop is located along the site's frontage, the applicant should contact the County Department of Transportation to discuss impacts and the need for improvements. Safe and separate pedestrian access should be provided to link a bus stop and sidewalk with building entrances. Information on County bus service and design guidelines can be found at: westchestergov.com/transportation/imagesBus%20 Service%2OGuidelines.pdf ❑FAIR AND AFFORDABLE HOUSING: Many municipalities require inclusion of fair & affordable units in new developments. Financial assistance to achieve fair & affordable housing development is available through Westchester County & other sources. Applications that include new residential units to be affirmatively marketed & sold or rented subject to fair & affordable housing provisions should be tied to Westchester County guidelines on affordability including income guidelines of eligible households that can be found at: http:/ihomes.westchestergov.com/. If County funding is sought to develop fair & affordable housing,the County Board of Legislators must be included as an involved agency under SEQR. ❑RECYCLING: New buildings must contain a designated area of sufficient size for separation and storage of recyclables and trash. Building expansions should also include sufficient space for separation and storage of recyclables. For more information about County recycling requirements go to: www.westchestergov.com/environment_recycling.htm ❑STORM SEWER SYSTEM: Any connections to a County storm sewer line will require a permit from the Department of Public Works in accordance with the County Illicit Discharge Detection and Elimination (IDDE) law. Information & forms can be found at:www.westchestergov.com/dpw/bldgperm.htm Non-stormwater discharges to the County storm sewer system are prohibited. III.DEVELOPMENT STANDARDS The County Planning Board's land use policies focus attention on several aspects of development that may have intermunicipal and quality of life impacts.The list below includes areas most frequently commented on by the County Planning Board. ❑WATER: All development plans should include sufficient provisions for stormwater management, water quality measures and mitigation of flooding. ❑Plans should identify the major drainage basin or watershed the site is located in (Croton River, Upper Hudson River, Lower Hudson,Upper Long Island Sound, Bronx River and Lower Long Island Sound). An interactive map with watershed boundaries can be found at www.westchestergov.com/planning/maps&lists/drainbasinsl Ixl7.html ❑Watershed plans have been developed for several of the County's watersheds - the Croton, Indian Brook-Croton Gorge, Bronx River & Long Island Sound watersheds - that include specific recommendations that apply to development projects. See recommendations in watershed plans at:planning.westchestergov.com/index.php?option=com content&task=view&id= 1231& Itemid=2204 Site Plan Chwklfst Pap 3 of 7 6/1/2620 13 Knollwood Drive Project Address ❑Development that involves filling, creation of impervious surfaces or buildings and substantive loss of natural vegetation in a floodplain or flood prone area should be avoided. El Above ground,vegetated retention/detention basins or devices are preferred because they perform better, are easier to inspect and maintain and provide additional environmental benefits over subsurface structural devices. Any such treatments should not be constructed within wetlands or buffer areas around wetlands. El The development should treat and retain as much stormwater on-site as possible,particularly when the site is located in a drainage basin with known flooding problems. A Construction Stormwater Toolbox with tools and sources of technical information related to the construction activities and stormwater management best practices is available from the New York State Department of Environmental Conservation at: www.dec.ny.gov/chemical/8694.html ❑New development should include protection of aquatic resources. For more information about protection of aquatic resourc-es & buffer areas,go to:planning.westchestergov.com/index.php?option=com_content&task=view&id=1491&Itemid=2458 ❑Impervious cover should be minimized. Permeable paving surfaces should be used where feasible. Vegetative rain gardens should be used,particularly in areas of overland or channelized stormwater flow, to improve stormwater quality and reduce runoff volume. For more information,go to: www.westchestergov.com/storinwater ❑Buildings along coastlines and low lying area should consider the impacts of sea level rise. Specific consideration is required of potential impacts to surface and subsurface drinking water supplies. ❑ SITE LAYOUT.Aesthetic design,building orientation and community character should be considered in the site layout and building appearance. ❑In most locations,buildings should face the street and have pedestrian access from the street. ❑Commercial buildings should be located near the front street line with the majority of parking located in the rear of the building. Even gas stations and convenience stores should be upfront in a landscaped setting with parking,pumps and canopy toward the rear. ❑Buildings should be of pedestrian-scale when seen from the sidewalk. ❑Building facades should contribute to and enhance the character of the community. ❑Driveway and pathway connections should be provided to adjacent sites when possible and crosseasements provided. ❑ STREETS. Street design should reduce unwarranted paving and promote connectivity. ❑New streets should connect with adjacent streets wherever feasible to prevent the proliferation of dead-end streets and promote neighborhood integration. El Connections could be vehicular or pedestrianibicycle only,where appropriate. ❑Street widths should be minimized for streets with low traffic volume to reduce speeds and impervious surfaces.Lane widths of 12 feet are only appropriate for major roadways. ❑Driveway widths should be no more than 9 feet to reduce impervious surfaces. ❑Permeable paving surfaces should be used where feasible. ❑ GREEN TECHNOLOGY.New development should include as many green building elements as possible,such as:renewable building materials,energy efficient heating/cooling systems and fixtures,water saving devices,green roofs and permeable paving surfaces.Information can be obtained from the U.S.Green Building Council at: www.usgbc.org. ❑ LANDSCAPING AND LIGHTING.The site improvements should enhance community character. Site Plan Checklist Pap 6 of 7 6/1/2020 Project Address 13 Knollwood Drive ❑ Landscaping should consist of native plant species appropriate for the location.Invasive plant species should be prohibited. Invasive plant information available at:www.westchestergov.com/planning/environmental/Reports/InvasivePlantsBrochO8.pdf ❑ Pollutant tolerant plantings should effectively shield parking,loading areas and refuse collection sites. ❑ Site lighting should be provided at the lowest safe levels and lowest heights,avoiding all spillage off site. ❑ PEDESTRIANS. Safe,convenient and ADA accessible pedestrian access is provided. ❑ A sidewalk should be provided along the site frontage along each street. ❑ Direct pedestrian connections should be made from the front of the building to the sidewalk.Pedestrian crossings of drive-ways& parking lots should be minimized or avoided.If they must be provided,painted crosswalks should be provided through parking lots. ❑ ADA accessibility must be provided. ❑ BICYCLISTS.Provisions for bicyclists should be incorporated into project design. ❑ Bicycle parking should be provided in commercial and residential developments.Guidelines can be found at: www.apbp.org/resource/resmgr/publications/bicycle_parking_guidelines.pdf ❑ If near a trailway or bicycle route,extra consideration should be given to bicycle accessibility such as bike lanes on internal roadways,bicycle parking and other amenities. ❑ Drive-thru lanes at uses such as banks and fast-food restaurants should also be accessible for bicycles. Waiver: Upon finding by the Building Inspector,Village Engineer, Planning Board or Board of Trustees that, due to the particular character or limited nature of development or change in use or to special conditions peculiar to a site,the submission of a final site plan,or certain portions of information normally required as part of the site development plan, is inappropriate or unnecessary or that strict compliance with said submission requirements will cause extraordinary and unnecessary hardship,such official or Board may waive such submission requirements wherever, in the opinion of such official or Board, such waiver will be consistent with the goal of promoting the public health, safety and general welfare of the community. The findings for granting such waiver shall become a part of the public record. Any waiver request must be made in writing,and include sufficient detailed information for the appropriate authority to make an informed decision. Design Professional's Certification of Completion of Checklist I have fully reviewed the Village of Rye Brook's requirements and certify this application to be a complete submission. I understand that an incomplete plat or incomplete checklist shall be deemed an incomplete submission and shall be returned to the applicant upon determination of such by the appropriate authority. Name(Print) Kimberly T. Martelli �ERED ARC �IUTE� $'gna � 'P� �—A Date 2/18/2021 N Site Plan Checklist Page 7 of 7 6/1/2020 VILLAGE OF RYE BROOK PERMIT# WETLANDS PERMIT APPLICATION EXPIRATION DATE Public Works Dept.939-0753 fax 939-0242 Building Dept.939-0668 fax 939-5801 Michal Nowak,Village Engineer/Superintendent of Public Works e-mail: mnowak@rvebrook.org REQUIREMENT SUBMITTALS: 1. Application Fee: $1,150 paid /al paid4ilalzAJ Permit fee:$250 paid 2. Bond Deposit: $ ate Paid 3. Insurance: attached on file FEB 19 2021 f 4. Map: attached on file 5. UFPO No. Owner William Luceno Address 13 Knollwood Drive, Rye Brook, NY 10573 Phone (914) 579-8287 E-mail wluceno majestickitchens.com Contractor William Luceno - Majestic Distributers Inc. Contact Person William Luceno WC Home Improvement License: WC-21390-H09 Address 700 Fenimore Road, Mamaroneck, NY 10543 Phone (914) 579-8287 E-mail wluceno@majestickitchens.com Application is made for a Wetlands Permit at the following address: 13 Knollwood Drive, Rye Brook, NY 10543 Describe in full location of job site (please print): 235.79 Feet to Acker Drive For the purpose of Construction of a one story addition, patio, deck and a stormwater management system. If permit is granted,I agree to comply with all rules and regulations set forth by the Federal,State,County, Local Laws,Special Ordinances,Genera Ordinances. i Owner's Signature ********************** ******************************************************** Office Use Only BOT APPROVAL PLANNING APPROVAL VILLAGE APPROVAL DATE CONDITIONS FOR PERMIT: RETURN DEPOSIT APPROVAL: DATE RETURN AMOUNT: Short Environmental Assessmentj V Part 1 -Project Information DAT D: MAY 2 7 2021 Instructions for Comnletin¢ VI BUILDING DEPARTMENT Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information Name of Action or Project: Proposed Addition, Patio &Alterations - 13 Knollwood Drive Project Location(describe,and attach a location map): 13 Knollwood Drive, Rye Brook, NY 10573 Brief Description of Proposed Action: Construction of a one story addition, patio and deck and a stormwater management system. Name of Applicant or Sponsor: Telephone: (914) 909-0420 Hudson Engineering & Consulting, P.C. E-Mail: michael@hudsonec.com Address: 45 Knollwood Road, Suite 201 City/PO: State: Zip Code: Elmsford New York 10523 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval: ❑� ❑ 3. a.Total acreage of the site of the proposed action? 0.157 acres b.Total acreage to be physically disturbed? 0.013 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.157 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial m Residential(suburban) ❑Forest ❑ Agriculture ❑ Aquatic ❑ Other(Specify): ❑Parkland Page 1 of 3 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ ❑� ❑ b. Consistent with the adopted comprehensive plan? ❑ ❑ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ❑ a 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: ❑ NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? ❑ ❑ b. Are public transportation services available at or near the site of the proposed action? Z ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ❑ action? RI 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ Rl 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: El Fv-1 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ ❑✓ 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the ❑ Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ ❑� b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑� ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: ❑Shoreline ❑ Forest ❑Agricultural/grasslands ❑ Early mid-successional m Wetland ❑ Urban m Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? ❑ ❑ 16. Is the project site located in the 100-year flood plan? NO YES ❑ ❑✓ 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ ❑✓ a. Will storm water discharges flow to adjacent properties? ❑ ❑✓ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ If Yes,briefly describe: 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: _ ❑ ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: 7 ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed) for hazardous waste? If Yes,describe: a ❑ I CERTIFY THAT THE INFORMATION PROVIDED ABOVE 1S TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/spo r` e I Stein, P.E. Date: May 27, 2021 Signatur . Title: Professional Engineer PRINT FORM Page 3 of 3 EAF Mapper Summary Report Wednesday, February 17, 2021 8:12 AM Disclaimer: The EAF Mapper is a screening tool intended to assist 135.43-1-22 / 135-.44-'1 O project sponsors and reviewing agencies in preparing an environmental —J 135:"1-551 assessment form(EAF).Not all questions asked in the EAF are 1 : I h 1 answered by the EAF Mapper.Additional information on any EAF 1 135.44-1-60 135.44-1-56 51' 135.43-1 22.1 I 1 O question can be obtained by consulting the EAF Workbooks. Although the e most a e to DEC EAF Mapper h may also need to contact local or other data sources in-date digital data order 135.4431-52 to obtain data not provided by the Mapper.Digital data is not a 1 / j 11 substitute for agency determinations. \\135.43-122.2 \ C 135.44161 Ir 135.44-1-55 135.43,1-22.3 II C 135.44-1-5 22\ 4 CntwYa hlantroal ---�- 1 O 1 W-1-62 - I Rye 1 135."1-54� �f 135.43-1-35 C 1 135."1-45 Torunto �135.44-1-63 rJ Hilo 1 � r A1ba►N Boston F,pctrott 135.43-1-34 1 I — Glevdmd :;Providence 13 .43-1-24 i 1 135.44.1-64 i —�`J^ 1I -- -'� 1 i. York ----_�f ti 1 '1°.5.44-1-42 '�Pittsbiagh I. 1 1,, <'c,1� tx, Philadelphia am In U$5�.�1:JI�t?nv ap,RJCREh�E�J3 P,t f Cd` .. slilJ��aJi 1�1E ,E� t]i1�5 iFi�n�Kona Esn �F.1E6 r1�Can.Esn Japan r,1ET1 Esn China :Howl Konys,Esd :�s1'ri71milanc¢ IIGCC.(0 pan ??t Aap colrtnb�_It�rs antlth?GIS Us?rCommunit ctdn00 j)cn�tT?etF:lap colrtnb' 3 �itjla'�v 1e GIS!Is?rCommr.uiRv Part 1 /Question 7 [Critical Environmental No Area] Part 1 /Question 12a [National or State No Register of Historic Places or State Eligible Sites] Part 1 /Question 12b [Archeological Sites] No Part 1 /Question 13a [Wetlands or Other Yes - Digital mapping information on local and federal wetlands and Regulated Waterbodies] waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 /Question 15 [Threatened or No Endangered Animal] Part 1 /Question 16 [100 Year Flood Plain] Yes Part 1 /Question 20 [Remediation Site] No Short Environmental Assessment Form - EAF Mapper Summary Report Hardesty 555 Theodore Fremd Ave.,Suite C-301 Rye, NY 10580 &Hanover T:914.967.6540 www.hardestyhanover.com MEMORANDUM RN ECE E MAY - 7 2021 To: Robert I. Goodman, Chairman, and the Planning Board of the Village of Rye Brook VILLAGE OF RYE BROOK BUILDING DEPARTMENT Date: May 6, 2021 Subject: Luceno Residence— 13 Knollwood Drive—Application for Approval of a Site Plan and Wetlands Permit As requested, we have reviewed applications, correspondence and plans submitted by Kimberly T. Martelli R.A. on behalf of the property owners,William Luceno& Lisa Luceno,for approval of a Site Plan and Wetlands Permit for the construction of rear one story addition, rear wood deck and rear masonry patio on the property located at 13 Knollwood Drive, SBL 135.44-1-62 on the Town of Rye Tax Map, in the R-10 Zoning District. Property Description The 6,855 square-foot property is currently developed with a two-story residence with a deck, walkways, driveway and curb cut. Review We have reviewed application materials and plans that include the following items: 1. Short Environmental Assessment Form and EAF Mapper Summary Report dated 2/17/21; 2. Application for Site Plan Approval; 3. Application for Exterior Building Permit; 4. Site Plan Submittal Review Checklist; 5. Wetlands Permit Application; 6. Building Permit Check List&Zoning Analysis; 7. A Report entitled "Stormwater Management Plan & Drainage Analysis" dated 2/17/21, prepared by Hudson Engineering & Consulting P.C.; 8. The following plans generally entitled, "Luceno Residence" prepared KTM Architect, NCARB, last revised 3/29/21: a. Sheet G-1, "General Notes & Specifications;" b. Sheet SP-1, "Site Plan & Zoning," C. Sheet EC-1, "Existing Conditions;" d. Sheet A-1, "Proposed Floor Plans;" Hardesty &Hanover engineenng that moves you e. Sheet A-2, "Proposed Elevations;" f. Sheet A-3, "Property Photos;" g. Sheet A-4, "Neighboring Property Photos;" h. Sheet MEP-1, "First Floor Electrical Plan. 9. The following plans generally entitled, "Proposed Addition, Patio & Alterations 13 Knollwood Drive" prepared Hudson Engineering & Consulting, P.C., dated 2/17/21: a. Sheet C-1, "Stormwater Management Plan;" b. Sheet C-2, "Details." 10. A Site Survey prepared by Richard A. Spinelli, Licensed Land Surveyor, dated 1/25/21. Please note that our review is limited to planning and environmental issues. We offer the following comments regarding the application: 1. SEQRA. The Proposed Action is a Type II action with regard to SEQR because it involves the expansion of an existing single-family home and the construction of minor accessory/appurtenant residential structures, including garages, carports, patios, decks, swimming pools, tennis courts, satellite dishes, fences, barns, storage sheds or other buildings not changing land use or density. 2. Wetlands and Wetland Buffers. The lot is located almost entirely within the wetland buffer. The proposed home addition, patio and walkway would result in an additional 212 square feet of impervious surface within the wetland buffer. The construction of these improvements will result in 3,700 square feet of disturbance to the wetland buffer. The proposed disturbance of the buffer will require approval of a wetlands permit in accordance with Chapter 245, Wetlands, of the Village Code and mitigation for disturbance of the buffer at a ratio of 2:1 (mitigation: total area of disturbance). In accordance with the Wetlands Law,the Applicant will need to provide 7,400 square feet of mitigation for the disturbance to the wetland buffer. A mitigation plan should be provided for the Board's review. 3. Landscaping.A Landscaping Plan should be included in the plan set.The plan should show existing and proposed landscaping. We also question if there will be any vegetative screening provided along the proposed patio. We look forward to discussion with the Board. Sarah L. Brown, AICP Senior Planner Hardesty &Hanover engineering that moves you cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury,Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Jennifer L. Gray, Esq., Village Attorney Kimberly T. Martelli, Architect, for the Applicant Y:lSharedlORcesWYR\Data0mmenls\DOCSZ500RyeBmok\Luceno Residence-13 Knol600d.docx d 'a rdeS l 555 Theodore Fremd Ave.,Suite C-301 Rye, NY 10580 &Hanover T:914.967.6540 www.hardestyhanover.com MEMORANDUM D IECIEME 03 To: Robert I. Goodman, Chairman, and the JUN - 4 2021 Planning Board of the Village of Rye Brook VILLAGE OF RYE BROOK Date: June 4, 2021 BUILDING DEPARTMENT Subject: Luceno Residence— 13 Knollwood Drive—Application for Approval of a Site Plan and Wetlands Permit As requested, we have reviewed applications, correspondence and plans submitted by Kimberly T. Martelli R.A. on behalf of the property owners, William Luceno&Lisa Luceno,for approval of a Site Plan and Wetlands Permit for the construction of rear one story addition, rear wood deck and rear masonry patio on the property located at 13 Knollwood Drive, SBL 135.44-1-62 on the Town of Rye Tax Map, in the R-10 Zoning District. Property Description The 6,855 square-foot property is currently developed with a two-story residence with a deck, walkways, driveway and curb cut. Review We have reviewed application materials and plans that include the following items: 1. Short Environmental Assessment Form dated 5/27/21 and EAF Mapper Summary Report dated 2/17/21; 2. Application for Site Plan Approval; 3. Application for Exterior Building Permit; 4. Site Plan Submittal Review Checklist; 5. Wetlands Permit Application; 6. Building Permit Check List& Zoning Analysis; 7. A Report entitled "Stormwater Management Plan & Drainage Analysis" dated 2/17/21, prepared by Hudson Engineering & Consulting P.C.; 8. The following plans generally entitled, "Luceno Residence" prepared KTM Architect, NCARB, last revised 5/26/21: a. Sheet G-1, "General Notes & Specifications;" b. Sheet SP-1, "Site Plan &Zoning;" C. Sheet EC-1, "Existing Conditions;" Hardesty &Hanover engineering that moves you d. Sheet A-1, "Proposed Floor Plans;" e. Sheet A-2, "Proposed Elevations;" f. Sheet A-3, "Property Photos;" g. Sheet A-4, "Neighboring Property Photos;" h. Sheet MEP-1, "First Floor Electrical Plan. 9. The following plans generally entitled, "Proposed Addition, Patio & Alterations 13 Knollwood Drive" prepared Hudson Engineering & Consulting, P.C., dated 5/24/21: a. Sheet C-1, "Stormwater Management Plan;" b. Sheet C-2, "Details." 10. A Site Survey prepared by Richard A. Spinelli, Licensed Land Surveyor, dated 1/25/21. Please note that our review is limited to planning and environmental issues. We offer the following comments regarding the application: 1. SEQRA. The Proposed Action is a Type II action with regard to SEQR because it involves the expansion of an existing single-family home and the construction of minor accessory/appurtenant residential structures, including garages, carports, patios, decks, swimming pools, tennis courts, satellite dishes, fences, barns, storage sheds or other buildings not changing land use or density. 2. Wetlands and Wetland Buffers. The lot is located almost entirely within the wetland buffer. The proposed home addition, patio and walkway would result in an additional 212 square feet of impervious surface within the wetland buffer. The construction of these improvements will result in 566 square feet of disturbance to the wetland buffer. The proposed disturbance of the buffer will require approval of a wetlands permit in accordance with Chapter 245, Wetlands, of the Village Code and mitigation for disturbance of the buffer at a ratio of 2:1 (mitigation: total area of disturbance). In accordance with the Wetlands Law, the Applicant will need to provide 1,132 square feet of mitigation for the disturbance to the wetland buffer. A mitigation plan should be provided for the Board's review. 3. Landscaping. The Applicant has proposed American Holly (Ilex opaca) as vegetative screening for the proposed patio. The size of the holly at time of planting should be noted on the plans. We recommend a minimum height of 6 feet at planting. We look forward to discussion with the Board. Sarah L. Brown, AICP Senior Planner Hardesty &Hanover engineering that moves you cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Jennifer L. Gray, Esq., Village Attorney Kimberly T. Martelli, Architect, for the Applicant Y:1Shan d\OffioesWYR\Data\Documents\DOCS215001RyeBrook\Luceno Residence-13 KnoIWood.pme2.docx ARCHITECT 2DENT May 26, 2021 REVS PLAN MAY DATE Planning Board of the Village of Rye Brook OK BUILDING Attn: Michael Izzo, Building & Fire Inspector 938 King Street Rye Brook, NY 10573 Phone: (914) 939-0668 Re: Luceno Residence 13 Knollwood Drive Rye Brook, NY 10573 SBL: 135.44-1-62 Zone: R-10 Application for Approval of a Site Plan and Wetlands Permit KTM Project Number: 0504.00 Please find below responses to the Application Review Report dated 05/06/21: 1. Wetlands and Wetland Buffers. The lot is located almost entirely within the wetland buffer. The proposed home addition, patio and walkway would result in an additional 212 square feet of impervious surface within the wetland buffer. The construction of these improvements will result in 3,700 square feet of disturbance to the wetland buffer. The proposed disturbance of the buffer will require approval of a wetlands permit in accordance with Chapter 245, Wetlands, of the Village Code and mitigation for disturbance of the buffer at a ratio of 2:1 (mitigation: total area of disturbance). In accordance with the Wetlands Law, the Applicant will need to provide 7,400 square feet of mitigation for the disturbance to the wetland buffer. A mitigation plan should be provided for the Board's review. Corrected total area of disturbance is 566 square feet. Refer to amended Short EAF & drawings prepared by Hudson Engineering, P.C. KTM Architect 700 Fenimore Road,2nd Floor,Mamaroneck NY 10543 ktm@ktmarchitect.com (914)481-8877 Page 12 2. Landscaping. Landscaping Plan should be included in the plan set. The plan should show existing and proposed landscaping. We also question if there will be any vegetative screening provided along the proposed patio. Refer to amended site plan & proposed landscaping on 2/SP-1 Amended plans with clouded changes applied are provided for approval. Please feel free to contact our office with any further questions. We look forward to working with the Village of Rye Brook. Since I Kim erly utera Martelli Attachments Architectural Set prepared by KTM Architect G-1,SP-1, EC-1,A-1,A-2,&MEP-1 Civil Engineer Set prepared by Hudson Engineering&Consulting, P.0 C-1&C-2. KTM Architect 700 Fenimore Road,2nd Floor, Mamaroneck NY 10543 ktm@ktmarchitect.com (914)481-8877 ARCHITECT TRANSMITTAL Date: 5/5/2021 To: Tara Gerardi, Planning Board Secretary [E C IE V V E MAY - 5 2021 Phone #: (914) 939-0668 VILLAGE OF RYE BROOK BUILDING DEPARTMENT Re: 13 Knollwood Drive Planning Board Hearing Via: Hand Delivery Transmitted Item(s): 1. Affidavit of Sign Posting 2. (2) Photos of Sign Posting 700 Fenimore Road, 2"d Floor, Mamaroneck,NY 10543 ktm@ktmarchitect.com (914)481-8877 ARCHITECT R May 5, 2021 MAY - 5 2021 Village of Rye Brook Attn: Tara A. Gerardi, Planning Board Secretary VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 King Street Rye Brook, New York 10573 Phone: (914) 939-0668 E-mail: tgerardi@ryebrook.org Re: AFFIDAVIT OF SIGN POSTING In the matter of the application of Kimberly T. Martelli before the Village of Rye Brook Planning Board located at 938 King Street, in the City of Rye Brook, New York. PLANNING BOARD STATE OF NEW YORK ):SS: COUNTY OF WESTCHESTER ) Kimberly T. Martelli, being duly sworn, says: I am over 18 years of age and reside at 138 Hanson Lane, New Rochelle, New York 10804. On May 4, 2021, 1 posted a sign at 13 Knollwood Drive, Rye Brook, NY 10573 noticing the Planning Board meeting on Thursday, May 13, 2021, in accordance with the sign posting requirements. (Signed) Sworn to before me this day of ' 2021 TANYA HARRIS COLLINS Notary Pu lic—or—Commissioner of Deeds NOTARY PUBLIC-STATE OF NEW YORKNo.01 HA8352017 Qualified in Westchester County My Commission Expires 12-19-2024 700 Fenimore Road,2nd Floor,Mamaroneck,NY 10543 ktm@ktmarchitect.com (914)481.8877 V N� � S• as �e• ' fir_ . ;�:a i r - tags. .... ... �C gild �- is i �•�' NO r, Mil' - Tm � PUBLI ( NOTICE A PUBLI( HEARING / MEETING FOR A SITE PLAN APPLICATION WILL BE HELD BY THE RYE BROOK PLANNING BOARD, ON, MAY 133 2021 at 7:30 P.M. VIA VIDEO (ONFEREN(E AND IN PERSON, IF PERMITTED BY THE GOVERNER'S EXE(UTIVE ORDERS, AT THE RYE BROOK VILLAGE HAIL, 938 KING STREET. ADDITIONAL INFORMATION IS AVAILABLE kl THE RYE BROOK BUILDING DEPARTMENT (914) 939-0668 [ C ��,�;� [� r 1 MAY 2 6 2 221 L ] hirm VILLAGE OF RYE BROOK ARCHITECT BUILDING DEPARTMENT TRANSMITTAL Date: 5/26/2021 To: Tara A. Gerardi Planning Board Secretary Rye Brook Building Department 938 King Street, Rye Brook, NY 10573 Phone #: (914) 939-0668 Re: 13 Knollwood Drive Rye Brook, NY 10573 Via: Hand Delivery Transmitted Item(s): 1. Affidavit of Sign Posting 2. (2) Photos of Posted Signs 3. Affidavit of Mailing 4. Area Map of Abutting Neighbors 5. Public Notification List 6. Public Notice Letter Mailed to Neighbors 700 Fenimore Road, 2"d Floor, Mamaroneck,NY 10543 ktm@ktmarchitect.com (914)481-8877 R�C� � �MIE MAY 2 6 2021 D hirm VILLAGE OF RYE BROOK ARCHITECT BUILDING DEPARTMENT May 20, 2021 Village of Rye Brook Attn: Tara A. Gerardi, Planning Board Secretary 938 King Street Rye Brook, New York 10573 Phone: (914) 939-0668 E-mail: tgerardi@ryebrook.org Re: AFFIDAVIT OF SIGN POSTING In the matter of the application of Kimberly T. Martelli before the Village of Rye Brook Planning Board located at 938 King Street, in the City of Rye Brook, New York. PLANNING BOARD STATE OF NEW YORK ):SS: COUNTY OF WESTCHESTER ) Kimberly T. Martelli, being duly sworn, says: I am over 18 years of age and reside at 138 Hanson Lane, New Rochelle, New York 10804. On May 20, 2021, 1 posted a sign at 13 Knollwood Drive, Rye Brook, NY 10573 noticing the Planning Board meeting on Thursday, June 10, 2021, in accordance with the sign posting requirements. a (Signed) Sworn to before me this c,2D0 day of 12021 TANYA HARRIS COLLINS NOTARY PUBLIC-STATE OF NEW YORK Notary Public—or—Commissioner of Deeds No.01 HA6352017 Ouslified in Westchester County My Commission Expires 12-19-2024 700 Fenimore Road,2nd Floor,Mamaroneck,NY 10543 ktm@ktmarchitect.com (914)481-8877 PUBLIC NOTICE A PUBII(HEARIN6 / MEETING FOR A SITE PLAN APPLIfATION WILL BE HELD BY THE RYE BROOK PLANNING BOARD, ONdune102021 at 7:30 P.M. VIA VIDEO (ONFEREN(E AND IN PERSON, IF PERMITTED BY THE GOVERNER'S EXECUTIVE ORDERS, AT THE RYE BROOK VILLAGE HALL, 438 KING STREET. ADDITIONAL INFORMATION IS AVAILABLE AT THE RYE BROOK BUILDING DEPARTMENT(914) 939-0668 PUBLIC NOTICE A PUBLIC HEARING!MEETING FOR A SITE PLAN APPLICATION WILL BE HELD Y THE RYE BROOK PLANNING BOARD, ON,June]02021 at 7:30 P.M. VIA VIDEO CONFERENCE AND IN PERSON,IF PERMITTED BY THE GOVERNER'S EXE(UTIVE ORDERS, AT THE RYE BROOK VILLAGE HALL,938 KING STREET. ADDITIONAL INFORMATION IS AVAILABLE AT THE RYE BROOK BUILDING DEPARTMENT(914)939-0668 D � D MAY 2 6 2021 VILLAGE OF RYE BROOK BUILDING DEPARTMENT _._.. ARCHITECT May 24, 2021 Village of Rye Brook Attn: Tara A. Gerardi, Planning Board Secretary 938 King Street Rye Brook, New York 10573 Phone (914) 939-0668 E-mail: tgerardi@ryebrook.org Re: AFFIDAVIT OF MAILING Kimberly T. Martelli, being duly sworn, deposes and says that she is over twenty-one years of age and resides at 138 Hanson Lane, in the City of New Rochelle, in the County of Westchester, in the State of New York. She is the Architect in a proceeding before the Planning Board of Rye Brook, which relates to the premises located at 13 Knollwood Drive, Block 1, Lot 62. On the 24th day of May 2021, she served notice by prepaid first- class mail, to the following named persons at the address shown on the attached list, by depositing in the United States Post Office at 3 Quaker Ridge Road, New Rochelle, NY 10804. TANYA HARRIS COLLINS NOTARY PUBLIC-STATE OF NEW YORK Kimberly T. Martelli No.01HA6352017 Oualified in Westchester County . My Commission Expires 12-19-2024 Applicant's Signature Sworn to and subscribed before me This day of , 2021 (Notary Public or Commissioner of Deed) 700 Fenimore Road,2"d Floor, Mamaroneck, NY 10543 ktm@ktmarchitect.com (914)481-8877 L O Z ' c Q O Q c� N L Q ^1 - W L 0 O _ Y R ECIE �\ LMAY _2 s 2021 VILLAGE OF RYE BROOK BUILDING DEPARTMENT } M N LU Y N m m Ln I, N OzT m .-I N M .-1 Ln N 1p cf m -zT Ln m N N N N u) ri z m N �. 1p N m 1p U? 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O Z Q in V) x m J m ii LL a 1- U V) a Y Lli a J a lD Z a CD o' Ln CD u LL RD [Ec [E �YE D FMAY2 6 2021 hrm VILLAGE OF RYE BROOK ARCHITECT BUILDING DEPARTMENT May 24, 2021 Mr. William & Mrs. Lisa Luceno 13 Knollwood Drive Rye Brook, NY 10573 NOTICE IS HEREBY GIVEN that a Planning Board Meeting will be held in the Village of Rye Brook at the Rye Brook Village Hall, 938 King Street on Thursday, June 10, 2021 at 7:30 P.M. via video conference and in person, if permitted by the Governor's Executive orders. The applicant has applied for a Site Plan application for a Family Room, Deck and Patio Addition. The applicant will be seeking a Building permit and a Wetlands permit. Additional information is available at the Rye Brook Building Department (914) 939-0668. 700 Fenimore Road,2nd Floor,Mamaroneck, NY 10543 ktm@ktmarchitect.com (914)481-8877 hrm ARCHITECT May 20, 2021 Village of Rye Brook D c Lcz �y Attn: Tara A. Gerardi, Planning Board Secretary 938 King Street MAY 2 0 2021 Rye Brook, New York 10573 Phone: (914) 939-0668 VILLAGE OF RYE BROOK E-mail: tgerardi@ryebrook.org BUILDING DEPARTMENT Re: AFFIDAVIT OF SIGN POSTING In the matter of the application of Kimberly T. Martelli before the Village of Rye Brook Planning Board located at 938 King Street, in the City of Rye Brook, New York. PLANNING BOARD STATE OF NEW YORK ):SS: COUNTY OF WESTCHESTER ) Kimberly T. Martelli, being duly sworn, says: I am over 18 years of age and reside at 138 Hanson Lane, New Rochelle, New York 10804. On May 20, 2021, 1 posted a sign at 13 Knollwood Drive, Rye Brook NY 10573 noticing the Planning Board meeting on Thursday, June 10, 2021, in accordance with the sign posting requirements. a (Signed) Sworn to before me this 01"'_ day of Ham 2021 TANYA HARRIS COLLINS Notary Public—or—Commissioner of Deeds NOTARY PUBLIC-STATE OF NEW YORK No.01 HA6352017 Qualified in Westchester County My Commission Expires 12-19-2024 700 Fenimore Road,2"d Floor,Mamaroneck,NY 10543 ktm@ktmarchitect.com (914)481-8877 PUBLIC NOTICE A PUBLI( HEARING 1 MEETING FOR A SITE PLAN APPLICATION WILL BE HELD gY THE RYE BROOK PLANNING BOARD, ON) une102021 at 7:30 P.M. VIA VIDEO (ONFERENG AND IN PERSON, IF PERMITTED BY THE GOVERNER'S EXECUTIVE ORDERS, AT THE RYE BROOK VILLAGE HAIL, 938 KING STREET. ADDITIONAL INFORMATION IS AVAILABLE AT THE RYE BROOK BUILDING DEPARTMENT (914) 939-0668 r---' ------------- PUBLIC NOTICE -- A PUBII(HEARING/MEETING FOR A SITE PLAN APPLICATION WILL BE HELD Y THE RYE BROOK PLANNING BOARD, ONdune101011 at 7:30 P.M. VIA VIDEO CONFERENCE AND IN PERSON, IF PERMITTED BY THE GOVERNER'S EXECUTIVE ORDERS, AT THE RYE BROOK VILLAGE HAIL,938 KING STREET. ADDITIONAL INFORMATION IS AVAILABLE AT THE RYE BROOK BUILDING DEPARTMENT(914) 939-0668 1 Building Permit Check List&Zoning Analysis Addres§: I � �N o!.�.w �1� — l e SBL: 3 S i 6c.r no rLlt W r•• Zone:�-1 .> Use: 21 .o Const.Type: �13 Other. oa �'+G Submittal Date: 2 7-1 Revisions Submittal Dates: Z 3 Z 1 Lf I I Z Applicant V G F N o Z Z Nature of Work wo C,�, Reviews:ZBA: F t U 2 2 2021 PB: BOT: Other. i( OK ( ) FEES:Filing. ZS• BP: C/O: Legalization: ( ) ( ) APP: Dated: ✓ Notarized: ✓ SBI_ ✓ Truss I.D. Cross Connection: ✓ H.O.A.: (,� ( ) /Scenic Roads: Step Slopes: Wetlands: Storm Water Review: Street Opening. ( ) (� ENVIRO: Long. / Short Fees: 3 Z_<'.' -t- Z 4 S'.9'p . N/A: SITE PLAN:Topo: Site Protection S/W Mgmt.: Tree Plan: Other. ( ) (� SURVEY:Dated: Z l Z l Current: ✓ Archival• Sealed ✓ Unacceptable: ( (�PLANS:Date tamped: ✓ Sealed ✓ Copies Electronic ✓ Other. ( (�License Wor ers Comp: ✓✓ Liabili Comp.Waiver. Other. ( ( (Jl CODE 753#:�Q f OC.�—3 S Dated �/b-�W N/A: (•� ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. O O LOW-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. ( ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit H.W.I.C.:_Battery:_Other. ( ) ( ) PLUMBING:Plans: Permit: Nat. Gas: LP Gas: N/A/: Other. ( ) ( ) FIRE SUPPRESSION:Plans: Permit: N/A: Other. (� ( ) H.V.A.C.: Plans: Permit N/A Other. ( ) ( ) FUEL TANK:Plans: Permit Fuel Type: Other. O O 2020 NY State ECCC: N/A: Other. (� ( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. ( ) ( ) Other. (uARB mtg.date: approval: notes: ( ),ZBA mtg.date: approval: notes: ( PB mtg.date approval notes: REQUIRED EXISTING PROPOSED NOTES APPROVED &ea: 140 k (.e)S.S — Ck s� . r,o,� - c A a F . ems.• A U G — 9 2021 Circle: 7 S ' (o — Ok- x I ST H 0" F Froze Coo ' 6 Ck Front: Fr n• 3.0 Sides: 1&j,e> 10 7�i Main Co v Z J ° t zo oh Accs.Cov: 31 S° 3 r,S 4011 Ft.H Sb: t o LS _ — D� S .HS Z •`I i " S,FA: 1-Z61 Zit( ZZ63 Tot.Im=: 3 L31Z Z I 2' Z!o Oki Parkin¢ Height/Stories: Cn Z nl 1.1�a�0 -r Cam`- T L atv L-,, Z Z7 - - FtR o.. L13 ti iS z � z � — BUILDING DEPARTMENT VtFEB2�3 VILLAGE OF RYE BROOK 021 938 KING STREET RYE BROoK,NY 10573 (914)939-0668 FAx(914)939-5801 VILLAGE OF RYE BROOK www.ryebrook.om BUILDING DEPARTMENT ARCHITECTURAL REVIEW BOARD CHECK LIST FOR APPLICANTS This form must be completed and signed by the applicant of record and a copy shall be submitted to the Building Department prior to attending the ARB meeting. Applicants failing to submit a copy of this check list will be removed from the ARB agenda. Job Address:13 Knollwood Road, Rye Brook, NY 10573 Date of Submission: .7/I81 ZO Parcel ID#: 135.44-1-62 Zone: R-10 1 Proposed Improvement(Describe in detail): APPLICANT CHECK LIST: MUST BE COMPLETED BY THE APPLICANT Family Room, Deck & Patio Addition The following items must be submitted to the Building Dep ent by the applicant-no exceptions. l. (V Completed Application 2. (�Two(2)sets of sealed plans. (one full size {maximum property Owner: William Lueeno allowable plan size=36"x 42") and one 11"x17") Address: 13 Knollwood Drive, Rye Brook, NY 10573 3. (J)Two(2)copies of the property survey. 4. k4 Two(2)copies of the proposed site plan. Phone# (914) 579-8287-Office, (914)450-0779-Cell 5. V)One electronic/disc copy of the complete Applicant appearing before the Board: application 0terials. 6. ( )Filing Fee. N/fi Kimberly T. Martelli, KTM Architect 7. Any supporting documentation. Address:700 Fenimore Road, 2nd FI, Mamaroneck, NY 10543 8. ( {�HOA approval letter. (fopplicable) A)1A 9. Photographs. Phone# (914)481-8877-Office, (914) 255-6260- Cell 10.( )Samples of finishes/color chart. (a sample board or Archit Kimberly T. Martelli, KTM Architect model may be presented the night of the meeting) ect/Fnn++�': Y Phone# (914)481-8877-Office, (914)255-6260-Cell By signature below, the owner/applicant acknowledges that he/she has read the complete Building Permit Instructions&Procedures,and that their application is complete in all respects.The Board of Review reserves the right to refuse to hear Jany application not meeting the requirements contained herein. ( � Sworn to before me this ! g Sworn to before me this dayof Ke4OyUk" 20 TANYA HARRIS COLLINS day of ebf'LC _ NOTARY PUBLIC-STATE OF NEW ORK No.01 HA6352017 Signature of Property Owner Qualified inWestehester Cou eo ican MY Commission Expire -19-2024 William Luceno Kimberly T. Martelli Print Name of Property Owner Print Name of Applicant Notary Publi Notary Publk lII 3/21/19 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T) 939-0668 (F)939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, October 20, 2021 ANNOUNCEMENT: PER THE GOVERNOR'S EXECUTIVE ORDER THIS MEETING WILL BE HELD VIRTUALLY THROUGH THE ZOOM PLATFORM. THE PUBLIC CAN ACCESS THE MEETING THROUGH THE FOLLOWING LINK: https://us02web.zoom.us/i/89381834463 OR BY OPENING ZOOM AND ENTERING THE MEETING ID: 893 8183 4463 NAME&LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 31 Mohegan Lane 4'- 0" High Black Consent 5628 (Polay) Aluminum Fence Agenda 2 Tamarack Road Roof Top Solar Array Consent 5629 (DiCostanzo) System Agenda 541 Westchester Roof Top Solar Array Consent 5630 Ave (Galvez) System Agenda 104 Country Ridge New Hot Tub On Concrete Consent 5631 Drive (Savitt) Patio Agenda 2 Wilton Road Roof Top Solar Array Consent 5632 (Chen) System Agenda 980 King Street Amendment Legalization 5260 (Perez) To Prior Approval (Window, Door& Fence) 13 Knollwood Drive Amendment to Rear Patio Consent 5633 (Luceno) Location Agenda O 5 Little Kings Lane New Masonry Terrace 5634 (Nathan) W/Planters& Steps to Grade 24 Beechwood Blvd Amendment to Prior 5635 (Moore) Approval (Exterior Site Work) 7 Holly Lane 2nd Story Addition(Master 5636 (Chalfen) Suite) ML L" NM MR V SE JM SF AC MI KC V VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK, NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, June 16, 2021 Due to public health and safety concerns from COVID-19, the Architectural Review Board meeting on June 16, 2021 will be closed to members of the public. The public can still watch the live meeting online through Zoom through the app or through the following https://us02web.zoom.us/i/85411174403 If any interested members of the public would like to provide comments during the meeting, comments can be emailed to stevefews@ryebrook.org or called in during the meeting at +1 (929) 205-6099, meeting ID: 854 1117 4403 NAME & LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 78 Woodland Ave - Replacement of Railing 5186 (Freeman) and Decking on Front Porch 5 Charles Lane Re-Do Existing Front Consent 5208 (Gasparini) Walkway in Bluestone Agenda 1 Lincoln Ave (Parr) Replace Wood Retaining Consent 5209 Wall, w/Masonry Liberty Agenda Stone, & Walkway 4 Candy Lane Replace Decking & Consent 5210 (Dluzhevskiy) Railing on Existing Deck Agenda (PVC Paramount Sandstone) 2 Charles Lane New 6' High Rear Yard Consent 5211 (Kaplan) Fence Agenda 16 Legendary Circle New Deck, New Patio, 5213 (Abramsohn) Retaining Wall, Expand Driveway & Landscaping 18 Rocking Horse Amendment to Prior Consent 5214 Trail (Feist) Approval Fence Change to Agenda Vinyl & Steps 23 Hawthorne Ave Outdoor Fireplace & 5215 (Quinson) Chimney ML NM MR SE JM SF AC MI KC VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, June 16, 2021 Page 2 NAME&LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 39 Country Ridge Amendment to Prior 5216 Drive (Austrian) Approval (Pool House Wrap Bottom in Stone Veneer) 65 rock ridge Drive Relocate Patio Door,New I (Ayala) Windows, to Facilitate Interior Alterations 13 Knollwood Road Rear 1 Story Addition, 5218 (Luceno) Rear Deck, & Masonry 0 Patio M� NM MR SE JM �� SF AC MI KC Mike Izzo From: Mike Izzo Sent: Wednesday, February 24, 2021 1:49 PM To: Kimberly KTM. Martelli; Nick Shirriah; MichaelStein; Gina Landi Cc: Tanya Harris-Collins; Robert Sadak Subject: RE: 13 Knollwood Road_FEMA Designation Request, CORRECTED SUBMISSION DELIVERY Dear Kim, It is now clear that the entire property is located within the AE Flood Zone. What provisions have been made to facilitate construction in compliance with Village Code Chapter 130 entitled, "FLOOD DAMAGE PREVENTION'? lfflGhell U, �zz0 Building & Fire Inspector Village of Rye Brook, NY (914) 939-0668 From: Kimberly KTM. Martelli <ktm@ktmarchitect.com> Sent:Wednesday, February 24, 2021 12:51 PM To: Nick Shirriah <nick@hudsonec.com>; Mike Izzo<Mlzzo@ryebrook.org>; MichaelStein <michael@hudsonec.com>; Gina Landi<ginal@ktmarchitect.com> Cc:Tanya Harris-Collins<tanyahc@ktmarchitect.com>; Robert Sadak<roberts@ktmarchitect.com> Subject: RE: 13 Knollwood Road_FEMA Designation Request, CORRECTED SUBMISSION DELIVERY Mike, We will prepare (6) hardcopies and delivery this afternoon along with the Architectural Site Plan sheet corrections and ARB Application. Kimberly Tutera Martelli Principal,NCARB 700 Fenimore Road,2nd Floor Mamaroneck,NY 10543 ktm@ktmarchitect.com www.ktmarchitect.com P:(914)481-8877 F:(914)470-9805 Sent from my T-Mobile 4G LTE Device 1 -------- Original message -------- From: Nick Shirriah <nick@hudsonec.com> Date: 2/24/21 12:47 PM (GMT-05:00) To: "Kimberly KTM. Martelli" <ktm@ktmarchitect.com>, Michaellzzo<mizzo@ryebrook.org>, MichaelStein <michael@hudsonec.com> Cc: Tanya Harris-Collins<tanyahc@ktmarchitect.com>, Gina Landi <ginal@ktmarchitect.com>, Robert Sadak <roberts@ktmarchitect.com> Subject: Re: 13 Knollwood Road_FEMA Designation Request [EXTERNAL] Please see attached. I have revised C-1 with the flood map and flood zone based on FEMA's flood map. Nicholas Shirriah Hudson Engineering & Consulting, P.C. 45 Knollwood Road - Suite 201 Elmsford, New York 10523 (914) 909-0420 (914) 560-2086 (fax) From: Kimberly KTM. Martelli <ktm@ktmarchitect.com> Sent: Wednesday, February 24, 2021 9:21 AM To: Nick Shirriah <nick@hudsonec.com>; Michaellzzo<mizzo@ryebrook.org>; Michael Stein<michael@hudsonec.com> Cc:Tanya Harris-Collins<tanyahc@ktmarchitect.com>; Gina Landi <ginal@ktmarchitect.com>; Robert Sadak <roberts@ktmarchitect.com> Subject: RE: 13 Knollwood Road_FEMA Designation Request Any luck in responding to this today, Nick?We want to confirm we can be placed on the next Planning Board agenda. Please reply to all copied & assigned KTM Architect staff in project communication to ensure a timely response to your emails. Kimberly Tutera Martelli Principal, NCARB 700 Fenimore Road, 2,d Floor Mamaroneck, NY 10543 ktm@ktmarchitect.com www.ktmarchitect.com P: (914)481-8877 F: (914)470-9805 2 ARCHITECT This email message from an associate of Kimberly Tutera Martelli.Architect is private and may contain privileged information. If you are not the intended recipient,please do not read,copy or use it or disclose it to others. If you have received this message in error, please notify the sender immediately by replying to this message and then delete it from your system.Thank you. From: Nick Shirriah <nick@hudsonec.com> Sent:Tuesday, February 23, 2021 9:02 AM To: Kimberly KTM. Martelli <ktm@ktmarchitect.com>; Michaellzzo <mizzo@ryebrook.org>; MichaelStein <michael@hudsonec.com> Cc:Tanya Harris-Collins<tanyahc@ktmarchitect.com>; Gina Landi <ginal@ktmarchitect.com>; Robert Sadak <roberts@ktmarchitect.com> Subject: Re: 13 Knollwood Road_FEMA Designation Request [EXTERNAL] Hi Kim I will put this together today. Nicholas Shirriah Hudson Engineering & Consulting, P.C. 45 Knollwood Road - Suite 201 Elmsford, New York 10523 (914) 909-0420 (914) 560-2086 (fax) From: Kimberly KTM. Martelli <ktm@ktmarchitect.com> Sent:Tuesday, February 23, 2021 8:11 AM To: Michaellzzo <mizzo@ryebrook.org>; Michael Stein<michael@hudsonec.com>; Nick Shirriah <nick@hudsonec.com> Cc: Tanya Harris-Collins<tanyahc@ktmarchitect.com>; Gina Landi <ginal@ktmarchitect.com>; Robert Sadak <roberts@ktmarchitect.com> Subject: RE: 13 Knollwood Road_FEMA Designation Request Thank you, Mike. I've included Civil Engineer, Michael Stein, to coordinate in providing this information. Filed stormwater engineering drawings & narrative attached as well for reference. Please reply to all copied & assigned KTM Architect staff in project communication to ensure a timely response to your emails. Kimberly Tutera Martelli 3 • Principal, NCARB 700 Fenimore Road, 2nd Floor Mamaroneck, NY 10543 ktm@ktmarchitect.com www.ktmarchitect.com P: (914)481-8877 F: (914)470-9805 hrm ARCHITECT This email message from an associate of Kimberly Tutera Martelli,Architect is private and may contain privileged information. If you are not the intended recipient,please do not read,copy or use it or disclose it to others. If you have received this message in error, please notify the sender immediately by replying to this message and then delete it from your system.Thank you. From: Mike Izzo<Mlzzo@ryebrook.org> Sent:Tuesday, February 23, 20218:06 AM To: Kimberly KTM. Martelli<ktm@ktmarchitect.com> Cc:Tanya Harris-Collins<tanvahc@ktmarchitect.com>; Gina Landi <ginal@ktmarchitect.com>; Robert Sadak <roberts@ktmarchitect.com> Subject: RE: 13 Knollwood Road-Corrected SP-1 &ARB Application Page [EXTERNAL] Dear Kim, Thank you for the revisions. It is my understanding of the FIRM Flood Rate map that portions of, or perhaps all of this property is located within the AE designated floodplain. Please review the FEMA database and provide your analysis of such, indicating on the plan the pertinent flood plain delineations and information. Thank you. lffi��ad(7, /zza Building& Fire Inspector Village of Rye Brook, NY (914) 939-0668 From: Kimberly KTM. Martelli <ktm@ktmarchitect.com> Sent:Tuesday, February 23, 2021 7:40 AM To: Mike Izzo<Mlzzo@ryebrook.org> Cc:Tanya Harris-Collins<tanvahc@ktmarchitect.com>; Gina Landi<ginal@ktmarchitect.com>; Robert Sadak <roberts@ktmarchitect.com> Subject: Re: 13 Knollwood Road-Corrected SP-1 &ARB Application Page Mike, Apologies I was not able to catch you yesterday this afternoon. I've attached the Exterior Permit Application WITH ADDED ARB SHEET&filed Architectural drawing set with CORRECTED SHEET SP-1 as follows: 4 1. Wetlands delineation & 100-buffer ADDED to EXISTING SITE PLAN. 2. Wetlands delineation & 100-buffer NOTES MOVED OUTSIDE OF PLAN FOR BETTER CLARITY 3. Minimum required rear yard setback corrected in site plan & zoning tabulations from 25-feet to 30-feet We can deliver (6) hardcopies today& replace/recollate in last weeks filed sets. Original ARB Application sheet will be hand-delivered as well. Kindly advise if this application can still be heard at the next Planning Board hearing. Please reply to all copied & assigned KTM Architect staff in project communication to ensure a timely response to your emails. Kimberly Tutera Martelli Principal, NCARB 700 Fenimore Road, 2nd Floor Mamaroneck, NY 10543 ktm@ktmarchitect.com www.ktmarchitect.com P: (914)481-8877 F: (914)470-9805 hirm ARCHITECT This email message from an associate of Kimberly Tutera Martelli. Architect is private and may contain privileged information. If you are not the intended recipient,please do not read, copy or use it or disclose it to others. If you have received this message in error, please notify the sender immediately by replying to this message and then delete it from your system.Thank you. 5 J U L - 7 2021 VILLAGE OF RYE BROOK ARCHITECT TRANSMITTAL BUILDING DEPARTMENT Date: �� I ?�Z t U(�l To: l af�— CScr'a�di � 381u✓� cc J Phone #: y� q�� _ 5130 Re: 3 (�r�oll�ax�, �J►� Via: Transmitted Item(s): I . D'Sc- q Sc �L4- 1A4 o-S ( rtAA- x 700 Fenimore Road, 2"d Floor,Mamaroneck, NY 10543 ktm@ktmarchitect.com (914)481-8877 Mike Izzo From: Mike Izzo Sent: Monday,July 19, 2021 2:45 PM To: Kimberly KTM. Martelli Cc: Michal Nowak;Tara Gerardi; Laura Petersen;wlucerno@majestickitchens.com; Michael Stein Subject: 13 Knollwood Drive Attachments: 13 Knollwood Drive Site Plan and Wetland Permit Approval Resolution 2021-6-10.pdf Dear Ms. Martelli, Upon review of the approved Planning Board Resolution and the plans I find the application is missing the Wetland Mitigation Plan referenced in items #3, 4, and 5. a., b., c., d., e., and f. of the resolution. I've attached a copy of the approved resolution hereto for your review. Please provide one full size and one 11"x17" size sealed Wetland Mitigation Plan to the Building Department for review and processing. Thank you. lWad(T I= Building& Fire Inspector Village of Rye Brook, NY (914) 939-0668 1 Mike Izzo From: Michal Nowak Sent: Tuesday, August 3, 2021 2:55 PM To: Gina Landi;William Luceno; Mike Izzo; Sarah Brown Cc: Kimberly KTM. Martelli;Tanya Harris-Collins Subject: RE: Luceno - 13 Knollwood Drive -Wetland Plantings I had a conversation with the Planner and these are the following comments that we need to be addressed for the plan to move forward. 1.) The fothergilla is a species native to the southern states and should be removed from the plans. 2.) Note on plan that stated "Plants to be donated" needs to be removed.This planting is being done as offsite mitigation for building permit associated with rear addition not Donations. 3.) Mulch in this area is not recommended as it is intended to be wetlands type nature and not a manicured planting bed. 4.) Planting list is really light for plantings into a 1100 square foot area with 2 and 3 gallon plants. Please consider adding numerous quantity more of the following plants into the planting schedule. a. Milk Weed b. Echinacea c. Joe Pye Weed d. Eastern Purple Cone Flower Atk"1.Nowak Superintendent of Public Works And Engineering ISA Arborist Village of Rye Brook 938 King Street Rye Brook,NY 10573 P: 914-939-0753 x 2965 F: 914-939-5801 Gatgeat RD [ECMWIE AUG - 4 2021 ID VILLAGE OF RYE BROOK ARCHITECT BUILDING DEPARTMENT TRANSMITTAL Date: 8/4/2021 To: Michal Nowak Village of Rye Brook Superintendent of Engineering & Public Works Phone #: (914) 939-5801 Re: 13 Knollwood Drive — Wetland Mitigation Plan Via: Hand Delivery Transmitted Item(s): 1. 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THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTNAME: MARY SCHARF The Faley Corporation PHONE FAX 2116 Central Park Avenue uuC.Ne.Ell:914-337-5201 (Afc,No): 914-337-5029 Yonkers, NY 10710 noM Michael Faley DRESS:MSCHARF FALEYCORP.COM INSURER(S)AFFORDING COVERAGE NAIC s INSURER A:Main Street America Assurance 29939 INSURED MAJESTIC DISTRIBUTORS,INC INSURER B:National Grange Mutual 14788 DBA MAJESTIC KITCHENS 700 Fenimore Ave. LINSUREIRc: Mamaroneck, NY 10543 RERD: RER E: RER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILT R� TYPE OF INSURANCE DL WVD POLICY NUMBER POLICY EFF MM/D Y EXP LIMITS - _- LTRSo A X COMMERCIAL GENERAL uABILRY EACH OCCURRENCE $ 2,000,00 CLAIMS MADE XOCCUR BPU3262K 04/1512021 0411512022 pREMISEs Ea occurrence $ 500,00 MED EXP(Any one person) $ 15,00 X CONTRACTUAL PERSONAL&ADV INJURY $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 4,000,0011 POLICY JEST LOC PRODUCTS-COMPIOPAGG $ 4,000,00 OTHER: $ AUTOMON"UUIBILITY COMBINED SINGLE LIMIT Ea accident 1,000,000 B X ANY AUTO B1U5274113 04/1512021 04111512022 BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X X NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident S X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 2,000,00 B EXCESS LIAR CLAIMS-MADE CUU5274G 04/15/2021 04/15/2022 AGGREGATE E 2,000,00 DIED I X I RETENTION$ 1010W $ WORKERS COMPENSATION SPER TATUTE 0 AND EMPLOYERS'LIABILITY Y I N EIR ANY PROPRIETORIPARTNER/EXECUTIVE ❑ NIA A E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ A PROP/EQUIPMT BPU3262K 04/15/2021 04/15/2022 RCV 1,040,40 MATERIALS DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE: LUCENO -13 KNOLLWOOD DRIVE CERTIFICATE HOLDER CANCELLATION VRB1001 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village of Rye Brook ACCORDANCE WITH THE POLICY PROVISIONS. 938 King Street Rye Brook, NY 10573 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD 17- NYSIF New York State Insurance Fund 199 CHURCH STREET,NEW YORK,N.Y. 10007-1100 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 0 0 A A A n A A 131942739 f� LEVITT-FUIRST ASSOCIATES LTD ;�._ Ji. 520 WHITE PLAINS ROAD. 2ND FL TARRYTOWN NY 10591 �� SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER MAJESTIC DISTRIBUTORS INC VILLAGE OF RYE BROOK 700 FENIMORE ROAD 938 KING STREET MAMARONECK NY 10543 RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE G 468 674-7 680222 06/29/2021 TO 06/29/2022 7/2/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 468 674-7, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/MIWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER 953773353 U-26.3 Laura Petersen From: Mike Izzo Sent: Tuesday, August 10, 2021 3:24 PM To: Tara Gerardi; Laura Petersen Subject: FW: Message from Dig Safely New York, Inc. (DSNY) Michael J. Izzo Building & Fire Inspector Village of Rye Brook, NY (914) 939-0668 -----Original Message----- From: Dig Safely New York Exactix <tickets@exactix.digsafelynewyork.com> Sent: Tuesday, August 10, 2021 3:22 PM To: Mike Izzo <MIzzo@ryebrook.org> Subject: Message from Dig Safely New York, Inc. (DSNY) ****REGULAR**** DIG REQUEST from DSNY for: VIL RYE BROOK Taken: 08/10/2021 15:20 To: VIL RYE BROOK PRIMARY Transmitted: 08/10/2021 15:21 00005 Ticket: 08101-002-359-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 13 To: Name: KNOLLWOOD DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: (AS IF FACING THE HOME FROM ROAD) IT'S GOING TO BE THE FRONT TOWARDS THE RIGHT SIDE CORNER OF THE HOUSE NearSt: BETSY BROWN RD Means of Excavation: PICKAXE, SHOVEL Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: ATTACHING DRYWELL TO GUTTERS Estimated Work Complete Date: 10/01/2021 Depth of excavation: 3.5 FEET Site dimensions: Length 6 FEET Width 6 FEET Start Date and Time: 08/16/2021 08:00 Must Start By: 08/30/2021 ------------------------------------------------------------------------------ Contact Name: WILLIAM LUCENO Company: Addrl: 13 KNOLLWOOD DR Addr2: i City: RYE BROOK State: NY Zip: 10573 Phone: 914-450-0779 Fax: Email: wluceno@majestickitchens.com Field Contact: WILLIAM LUCENO Alt Phone: 914-450-0779 Working for: CALLER IS PERFORMING THE WORK THEMSELVES ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/ WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 r v o N Oz z NN Ow • >(1) 0 LOW� aco 1-- O -CN 00 c�v w Q +, 00 �"a. /� C: v� n ti w /� •— O 0 r 1 U.Q cS' (D >- c WZ._ S � � � Q CO o c �J S `7' 0 O C > 7-3 c �~ O 3 CIO O 0 �_ wC) 0 .^ r W J `' -� w l w-4 N O LO C O cn w w O N C 3 M «0-Vc-VCoZB N co a) 0 .O 0 3 99L Z L L � � > 0 V) a� v LO 0 � ° a) 0) � $5 ! 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R�� —It P,p",,h leexr Vertic lldoto'o J 3gal �12tyIF—.— f1FC1111CCi'VCARB n.N L.S.Ri—Birch —1� am ram Amdnm s u 1 Ki.lLlIV IBIOr3 Vi911cl1i,PLLC 700 Fen.—Road,2nd Floor ps5q r K RIDE DRIVE Common NAlkweed cle loss rlacoL 9 3 el. 3-5 Mamaroneck,NY 10543 J kl hitect.cam O? ,yKSsUtlIl..,..��� Boned—, Ee9lnrn'ed Spp 9 2gal. 2'-4' (I, 487-88]] Ire lyc 1 o m Eastern Pu Co flower Echi aced ur ure J al. 5) Amax st'r "�'fR me p,,,pnredum 16 2 al. 1'a' pFjt�g'py oxaEA v w®9� —pWING REVIEW � usu�estn e"cT's�w.nECTxeuacaexsans.g ceatwrwXs.oe9XrNPnaessloNu W A "ftw, "nae,MR, I xo EzePmDN rAXEH a `•�,_, `_ I s4, fy _ l.- ' E41�COnRECT1IXi5 NOTED '.i V X�3i•E � ! �Myr rP[ia• HM'�X'f �'� Xa'll'm"N MIENO MVO RESUBMIT APPROX.LOCATION" W.; tm.tc R "'r n5EMoXs V JI OF EXISTING POND \\ /-��.. �� � LJ Xn � RYE BROO�E�SNrnEE�AEPBRTo ncwn ENGINEERING DEFT.I Q Q O J wmre:.axA.s-eneiras a ,l YYIy'1 y 1 I RVE BrtoDK NY I05)3 (914)93g0153 EAX(414)99-Sx01 ' _/ Dn Dn DnTEI��' O 7 J L APPROX.LOCATION OF PLANTINGS PER JUNE --- 10,2021 PLANNING BOARD RESOLUTION, w L 1 WILLIAM&LISA LUCENO AT 13 KNOLLWOOD a'o^- k 0/ O /'' X/r.aon'wttwfa DRIVE SHALL PLANT 1,132 SF.PLANTING IS \3� A � � � ra+�m PROVIDED AS OFFSITE MITIGATION FOR . O5 BUILDING PERMIT ASSOCIATED WITH REAR E / CC ADDITION.PLANTS SHALL BE FIELD VERIFIED \` �� / ,J N BY VILLAGE CONSULTANT.sH.lJa•e �...,, 1 / it as O O LL ���JII / sas•.`'we tnff Z z m I.DMA �" k, W arc, autagtl,.iXOME. P �� I � � l V az xmMwpnte. � �t0ilix. P RECEIVED e k > n , mN 11 2021 V I j ax Jwe t0,2021 APPROVED fi-0 sxto Aimare I_/ I / VIII-3u ss ONNOTE, VxLIGE CLERK'S DRiCE 1 // 1 PB FILING 3/29/2021 REsoLUT1oN ` / ,a� ,,..�• 2 AMENDED -. O' - PERILING 5/26/2021 APPLICA DPE ORSITEPLAN — was m.z,ea�me 3 ARB FILING 6/11/2021 AND WETLAND PERMIT.APPROVAL FOR 13 RNOLLWOOD DREVE I ' k / _ 4 PERMIT FILLING 7/6/2021 SUBJECT PROPERTY-13 KNOLLWOOD DRIVE t1 af.-CIA RYF HROORP eNNCNG AOAAD �, TM' 1 5 WETLAND / MITIGATION FILING 8/212021 wl—L B Khnb.1'M W,. EKTTN 4rcN f4 b half f P P^a y o Whh'am Luoeno&L 1 b d ppli - E ppr of S e Phn and Wetland Femit Eor rh< —d dcok dreu xu[ eras-,ypai—pmpenylo ed 13N,RxroodD h A10Zo gDi Section I 133.44,Block 1 Lot 62 es sh rh T wn FRv T Assessor M p CT perry),and M 01] WHEREAS,the Plavvivg Boanlis Familiar wilt the sra andd.as .ffitmo, g qI. ! '—� 4 \S4 4N eacestl ��` YFA P M l d NOWrTHEREPOAE�BE IT RESOLVED, for the reasom.sated haeiq the t{ ! F% ateI 4 t Village oERve Brook Planning 13—dh—byappmvea thesiw playa listed hcreiv avdapprrn�es \ ( / e I `TR25 4E acnrecr.cowls xoz� a U'e Im,d Pemut,form constmction of a deck eaparM proposed pati and assouated Xa LaE Ngv[aeel.s orcle n stormwa�cr yst at propertylocated ar l3 Kwllwood Drive,dpnnthe following conditions. / °X soauxa Rye Brook snap /P & SSEaEo ry oP0504.00 m 1. 11 Planning Boma h by .rlr, q- f th b f a sa4' a nxxw V`O a a ate. Covs¢ucoon[v[anagem 11 p VIEW C d Cy20923. m o lXR 2/18121 Pdortothe L.snavice of HuddivgP h ppLc hap 9 PI Sheet Nebetaanare. mr zt V4 a� R-10 ' SP 1 prepared by KTM A hi NCiRH die rh - E th p ,m ed v 1 yF d' 0 s 1 American Holly(Ilexo ) -mmum EGf the time fpl ung ON BARRI5� afaxmmmmrve I OFNE`N S NOTED 3. Pvor ro die issuance of a H,dlding Ferrni4 the eppGrsvt shall submit a lWetlgnd Midgdov Phu For S p square fact f Pw baud midgtiov in Rich Manor d iI the "re u:xaa r�ETLAND edafactiov of the SupedvteMent of Fublic Works/VJIag En�neea and VJlage M PlavnmgConsultant. i ' 4, TTe Wetland Pemit shall he valid for a period of one ycaz from the date of dds . / R] MITIGATION ¢solution,hnweo R eaknsion,ho odgin p p ,h tray be gamed upon v' P LA N request drtheior.lgH p bytheoriginal migrholds or Fds/her legal egevt at vxXxraMVo"w ® I least 30 days print m the exphadon dare of the onginalpermit. MANOR PARK moe PrdTPI.N1NTONM-o.INS..Boas.,—aReP,v+eoevzrXiBeroaTeoIN-xlz,zooa RICH MANOR SITE PLAN w SP-1 1 Q BCALE.1 a50.0' LEGEND TEST HOLE DATA: Q OA sy�Nw° PROPERTY MxE °"" ��p $I� 4 A �AnD E°aR° rv°. A. W ON z,FEn BROWN SANDY LOAM ') NE EROWN SANDY LOAM 9 M 1- 4 2� I%I� sfi'PEo 9ROVM sINOY LOAN W/ m`� ",a°ft Tc TWE,26.tl J' sioRM PPE OYy O Q ��--��------ W 4 5fi Tw Euzs s E FwC Y mi _X_g_® EFER a6 a� NCNES/BOUR O d O C7 Q crvtiO tDILI cau UCTM FENCE ® _ __ � wrr.cRIVE INsinu L6 RENFO Tw Euza9 smcNPAREA o - 'u �I� ' OPAs,OSETOEF.A, p wcnnIF xO _T APPROrMA,E L—TON cN EXISTME 0 C, aECEE r IFF1I BT EN RAND D Q o a PROPOSED reDNOTM R°i SF - w op LFED Ec lPE`®`R N «AESTna 0 O I'. -SPVC R%�"`.) OF MGnRBANDE -——- LOCATION MAP BBALE,>zsD PPOPOSED I—P( smxs) GENERAL NOTES, J v. wE Exc"EER SHALL I,or BE RESPO"s BLE Fore mE PITIA—SON cE m CONSw...O". a UE`� N T LAN NY�LAx G1AOUG 2Li AFLORD I NI N SHALL BE L" u H <64 °-��� ��'/, Y FIR AID METNIDES, oIIulEs ry I DDINAr" a oT.5IFTHE - NOUES EOUENC ,. L.�I 5ssIF CONTRACTOR SNALL CA EDE A EH,`°E FAIL I RE YSTEM STONE aW DE«(T,P.), t /2 slE'v FEMA ZONE: AE E rt mM. ca LOU IHAMEERE s"mE ORAnrvos SHALL HE nECEDE vx ANY saLONcFso HDPE (N,z)p p % Too APPROXIMA T r E rfs'u , �. I anrvci's srAR D rz O m e I IF IDION IS ss I O DAYS PR DR o OIR � .9 R f'xch SP wATev �� I °xE. I c III ILli t MRo "DD°Mo, ENDIIIEl TO NAIL HIIIIN ev(DN, ( HOP[j nvForsn )T1117- TIez.6 ry IF NCL CUPIC Do r �O EROM uxrvscEssARv OOMPAOnory ,cc BAR nooDPLAIxTNTI °IAu PLY W7m u mE PRnLFiRci A HCA`rst[u°sO o s L r r n ', ,5 OF I wi,EC NE EGnoN rLLSmAL DD 1111 fi R OUCATONB N�I. PERr rm PR oFo(sEo INSTALLATION&MAINTENANCE OF EROSION CONTROL: n P.. Y —_ � —� c PAL AGENCY HAYING SUR Sc cT an a D111 PAY, TO cRAAY IIL n A Or wsnaeED ARE A APPROPRIATE MurvacnLORTOCHIT N c1R1QTOON Cl- R ns(m)u. AaENer HAnrva aLI mon°N AT vsi i tFIR"' — NSTAu TEMP Ereo EexcEDOwNs T.Pa MEAs-JRErvsPDAN PPPxMATI SCAD I°N rvsP aurvExlsnrvGaAssExvlcEL of J N DE P R uv P FreEc STOCI:P LEs A.cORREcr ADArv�P AFTE rNBPEcrYBALER ETCANo Exlsn o SEWER IFFICE HUNIIt E LOCAnaN OE Ex sn"O,'ttPE K COPPER '\ : AND sUeM TTFD TO mF APPROPR ATE WATER 1— _ - MUISPAL ACErvcv rANNG 11v CEHITI. r \\ // / rvsP \ \ cc YEAR aoow Ary J / Ai T z oars PR OI S FnsH. PR n'E III TOO NIPIIT MI.N cPAL ACENIY IAIIC LURSDYTIaN \\ _ INSPEO-IN BY MUNo ALTY-LAND IIIIc noAND SANE Le,EL. Glx w'Cpx o.R EO AL OVER AREA TO IT"T"CAL"'PILIR Z�Z'14UNLCI`E�A�l\\ IRIBICTIN AT LEAST 2 DAYS PRIOR To nmsN. PreuTc MurvlclYI°nL Aac"Lcv°N of NO ,'I ITAILIIEI EWE " EOPROPRIATC III I PAL AGENOY.ANnc,ARls°rnON FLOOD PLAIN MAP ED NOV 3 TOPI n N I M"CIP BUILDING DEPARTMENTA "ATE IAUI I III-AGENIY iAVII.G.vRISOI„nov SCALE. 1 =2U AT EABT I DAYS PRIOI TO FIN sH CCA PROJECT: em�rvo PROPOSED ADDITION, PATIO & Op NE z ALTERATIONS 13 KNOLLWOOD DRIVE STORMWATER s 13 KNOLLWOOD DRIVE MANAGEMENT PLAN BASED UPON VILLAGE OF RYE BROOK EXISTING INFORMATION PROVIDED BY c " � WESTCHESTER COUNTY- NEW YORK RICHARD SPINELLI, L.S. DATED JANUARY 5 GDNTRAGTDR.HALL CONTACT IESICN ENGWEEP To 25 2021 a •S e" STORMWATER MANAGEMENT PLAN SCHEDULE A SITE INSPECTION PRIOR TO UACKEILLING F ->i HUDSQN INFILTRA70N/ATTENUATION SYSTEM(.).s...Lo THE GRAPHIC SCALE 9-5 CONTRACTOR RACKFILL PRIOR TO INSPECTION,THE CONTRACTOR SHALL EXPOSE THE SYSTEM AT THEIR OVM EXPENSE as EN GIN EE2ING L o, h=1O 1t ®40z STONE & BLOCK DROP INLET PROTECTION SOIL STOCKPILING ENa EEA%°EScN DESIGN °hxe nay°PEs - AD C,,moo.% xuvcr" RR iA PACTS FEED WNNECTDR MxEGE SPECIFIED sDR ss •soft 5s/scx.<D °-- -- wIN wAE,.,,O"cR E0 .Loft IF xnn " B SCH.AD Pvc OR D P PPE nM [ S`mm]DA.WASHED RSER vvC Ex°CAP 12.0[36fi I F DE NJ SHED GRADE a£AN CUT ADAPTOR J` MAX.BURIAL DEPT1 6 0'[152 RI MIN. w/SCREw N GAP zl SLOPE '; NANRAI.LY DEMPACTED FILE GRANGE FLTER " ..•.' STONE k BLOON PLW NEw mm]MIN �a� 54 A,- y' REFER TO RECOMMENDS {� ,G' DNLN ; 11 " I MIN.—MAX.BURIAL ,+ SWe"an- 30.5"[2]5 mm] REOUIREMENIS r'�' /Mw G"" xLxmMx■ �� INSTALLATION NOTES j 12.1, 305 NOT,]MIN, m z mTx cArz smNE:TeLoaE oEruL 72.0' 58o"[1473 mm]MIN. 52.0'11321 mm] DES Gx PREFERExcE �puFT1 1—OR FILL TH remm.Mx AND uDx OF»vs FmT [305 mm]MIN. CENTER TO CENTER ERC MA%�zI'D BPE BE n.)TO LE TFDG I sr Ni u,0 RwuIRED BURIxc cAPAatt OF sue-GRADE was(rYP.) FEAnGE AND BENEATH Au cr%OET.ET Tm,cAL cuLTEc cxaxem B INTERNu COUPLING (iNinlx.TH,cx iss) NPES AN Ns lEc110°HFIAP°M�i e'T., AGE GERGEl11GA(TH S un GAL)rERP,"rrstxLunox OF SET FORGE, RECIARGER PR3301L ID 81=I,Ts cif'�Cos F BRO PCR oisc,v INTO—PART ALCNc mE BOna(.1, ivGNI wvErnON PORT roxUCTION ETAS LUITI Of THE CHAMBER, G INB S GDRGEN PEBBMMENCE„NSTALLATID CULTEC ACCESS PORT CONSTRUCTION SPECIFICATION SILT FENCE ROTOR 1 . �aoN"S�"„N'°LL APPNOABLE LC ST TE AND'EDERA. T E s -mRE ory I,5 FGR DEWATm ESIGw-D TO wTHs TRAFFIC EDADB nc°oLATorvs `"' " T IN EETTFINOR SN sT OF INLET AND BTI CHAMBER ALL BE LOcxs INSTALLATION,NSTRUIF11 INSTAL- cn Ns TO GMLrere RECOMMENDED RE MESH SHALL BE PUDED ouEG eLo.�°PENI"Gs ,NrA STAFF BE PLACED oAOAEs>IN SuwoeT. TOR FEI L. CULTEC RECHARGER 330XLHDGNT NIT LEL I/oft�ETICIN IN As sx°wNADNTr"E o Amrvcs NG STORE muW 'csT mTER FaeRlc sx-A MAXIMUM.DRAINAGE AREA I ACRE. FLo. TOP NEW GNEIF � NBExSiIME 1cE(� �°in/bAi \ - " PO sTA s c - I�R,SPAxcTxLER ciox zo ELOW � ASC W AD'FIGN D CRAN GRADE -NATO_sou LN E SAN PP I 1111*SECURE TOE-IN METHOD FINGE CEMPACTLD SOIL GROUND <,ox RAw TO PBSTs INTO ..IL" - 'm"'°M GRADE INSTALLATON NGTEs:JOINING SECTIONS OF FENCING FAR mM / I x TE AM1 GIMP IN'M SECTION VIEW POSI BRAD NO,HE�oBxD ii�i6� LF�R THI =wP ONE AN N,L CL M MN,oPwN"F"`PL�' GAF xONA xGE(MIN. NgNG PE wEVEN IRS PENOE Is>aw ce yi TMo s IN ��/ A j,//%, MN sPAX IR -/U� STABILIZED CONSTRUCTION ENTRANCE 1. CONSTRUCTION FENCE wDVEN IRE Es ,.GABGE MA IB•Mx.HEIGHT SET FENCE FABRIC M RAFT 10OX I AD-GROUND ss MIX wD OR APPROVED PDEDVAIENi _ - ,,,,, ,, ,, I r. ,LIIs�ro o,EM r wLUET N 1A1- AGE `s`ENIGi`sLTR BEcw scN':` NN SECTION FLTre rAsreO t I DE°NEE BEADS Erc�xEEss A GIAN DOE LEADEN Do T O EODON IS PROPO m 80 EDIT SEWER CLEANOUTTDDETAIL (GRAVITY), N1AIDI 'III_�Dw m1 ``' BBRY sD GTM PLAN mExcx ANB BAC"Elu`iAp�Mi�> PERSPECTIVE VIEW B DEPREmaN - - - `1ippp`L°'t`.A DNOLL S.TO G"%xb1 E ANLL,GT1 AT PCNQ-11 RE DES BR (SEE HB a 1.) ,F S ENE. sTAPIES PoSTS$HALL eE STEEL,MMERs'11.U E oft HARDWOOD. BE FASTENED SECURELY TO WDbETa"RE FENCE 11 TES SPACED EMERY I cc IE Pw,xc N IMPreADTc A MaxrAaGG AT TOP AHD MID BEOTGN.FENCE SHALL BE WOVEN mRE,B M..ON MEEN OPENING. -/,/ hERTA,Cw1TM AD�JNN EA ��� j\\ - DDI I ES AND APPROVED EOUIVAI£NT BE EITHER FILTER%,MIRAFl nox,STARUNKA \/ IGHNN A.PREPABNDATD INTS MALL BE GREW,ENMNBFENGE,OR APPROVED EGBrvA¢NT. 5. ANCEFOR SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED AND REPLACED NFEN FANNIC ALL ARB,IND S D MPLAR w,NL SILT FENGO6.MOD-LE SUPPORT POM. yA ro /. REVI T F FABRIC F LT EE.NCESHALF NIT HE USED IN°RAINAAGE wan. //\ cRusxm SOxE PLA AoY` �D REINFORCED SILT FENCE jj DA 3,v,%\ B PERFBRAtm Pvc IEOINGOEPgR MOpk r o PROPOSED ADDITION, PATIO & yPA�oFNe �g.is ,/ 13 KNOLLWOOD DRIVE VILLAGE OF RYE BROOK p� WESTCHESTER COUNTY- NEW YORK "G,EB. sfr°R DETAILS kssEBa"` Ane LEVEL ereonoca T 111 ieT eac a L orv:THAx d '¢ H U D S O N Arvo�w`.oa vnTNry Be HAYS W NEEDED PP r sTRAw Mi Lcv a m B rvs. GI AnoRp oFMTcvELUNp, DA INSPECTION B g ' ENGINEERING °s B. Mrs. IT EAST APPROPRIATE MORAL O"A MANNG IPoBOICDON B. a el No. CURTAIN DRAIN rs co 1.upw"EEG - PREPARED THEN,IS A 11LITIN 11 THE ®Bz 1.THESE GENERAL NOTES ARE TO BE USED IN CONJUNCTION WITH NOTES ON DRAWINGS.ANY,MORE 16.THE ARCHITECTS RESPONSIBILITY IS STRICTLY LIMITED TO THESE PLANS AND RELATED HOMEOWNER: SURVEYOR: G-1 GENERAL NOTES AND SPECIFICATIONS RESTRICTIVE NOTES MENTIONED ELSEWHERE ARE TO TAKE PRECEDENCE OVER THESE NOTES. SPECIFICATIONS ONLY WILLIAM&LISA LUCENO SPINELLI SURVEYING G-2 NOTES&SCHEDULE EXISTING 2.ALL WORK IS DESIGNED&SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING: 17.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY CONSTRUCTION MEANS,METHODS,DEVIATIONS. 13 KNOLLWOOD DRIVE RICHARD A.SPINELLI SP-1 SITE PLAN&ZONING X SECTION NUMBER STRUCTURE KTM -2020 NEW YORK STATE RESIDENTIAL BUILDING CODE(NYSRBC) TECHNIQUES.SEQUENCES,OR PROCEDURES.OR FOR ANY SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION RYE BROOK,NY 10573 650 HALSTEAD AVENUE EC-1 EXISTING CONDITIONS DRAWING SHEET NUMBER -2020 NEW YORK STATE EXISTING RESIDENTIAL CODE NYSEBC WITH THE WORK,FOR THE OMISSIONS OF THE CONTRACTOR.SUBCONTRACTORS OR ANY OTHER PERSONS (914)450-0779 MAMARONECK,NY 10543 XXX DEMOLITION ( ) A-1 PROPOSED FLOOR PLANS -2020 NEW YORK STATE PLUMBING CODE PERFORMING ANY OF THE WORK,OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT wluceno@majestickitchens.com (914)381-2357 Architect NCARB -2020 NEW YORK STATE MECHANICAL CODE THE WORK IN ACCORDANCE WITH THESE DOCUMENTS. spinellisurveying@gmailmom A-2 PROPOSED ELEVATIONS / / MODIFIED WALL ARCHITECT: Kimberly Tutera Martelli,PLLC -2020 NEW YORK STATE FUEL GAS CODE MEP-1 FIRST FLOOR SCHEMATIC MEP PLAN 18.THE USE OF THE WORDS"PROVIDE"OR"PROVIDED"IN CONNECTION WITH ANY ITEM SPECIFIED IS INTENDED TO KTM ARCHITECT NEW WALL y -2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(NYSECCC) C-1 STORMWATER MANAGEMENT PLAN � -2017 NATIONAL ELECTRIC CODE NEC) MEAN THAT SUCH ITEM BE FURNISHED AND INSTALLED AND CONNECTED WHERE REQUIRED. KIMBERLY T.MARTELLI,NCARB X INTERIOR ELEVATION NUMBER CONSTRUCTION -LOCAL JURISDICTION&FIRE DEPARTMENT REGULATIONS 700 FENIMORE ROAD,2nd FL C-2 DETAILS X X - HEADER 700 Fenimore Road,NY Floor 19.MATERIALS&PRODUCTS INDICATED ON DRAWINGS SHALL BE INSTALLED PER MANUFACTURER'S MAMARONECK,NY 10543 Mamaroneck,NY 10543 3.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL CARRY PRIOR,DURING AND AFTER CONSTRUCTION REQUIREMENTS. (914)481.8877 X //I ALUMINUM WWW.ktmarchitect.com ALL NECESSARY LICENSES AND INSURANCES PER THE N.Y.S.AND LOCAL GOVERNING REGULATIONS. ktmBktrnarchitectcom 914 481-8877 20.MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT NECESSARY FOR PROPER AND ACCEPTABLE EARTH 4.THE OWNER SHOULD READ AND REVIEW HIS/HER ENTIRE SET OF CONTRACT DOCUMENTS(PLANS CONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORK SHALL BE INCLUDED IN THE WORK THE CIVIL ENGINEER: &SPECIFICATIONS)PRIOR TO ISSUE TO THE CONTRACTOR.OWNER SHALL CONFIRM THAT ALL INFORMATION IS SAME AS IF SPECIFIED OR INDICATED. X DETAIL GRAVEL CORRECT.SHOULD THE OWNER FIND DISCREPANCIES OR INACCURACIES,THESE SHALL BE REPORTED TO THE HUDSON ENGINEERING&CONSULTING ARCHITECT. 21.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY EXISTING STRUCTURES AND/OR ANY UNFORESEEN MICHAEL STEIN XX DRAWING SHEET NUMBER ® CONTINUOUS WOOD MEMBER PROBLEMS PRIOR TO NEW CONSTRUCTION. 45 KNOLLWOOD ROAD ILE OPY 5.THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION AND/OR PROJECT SITE. ELMSFORD,NY 10523 // / STEEL 22.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY DEMOLITION,SITE WORK,NEW CONSTRUCTION, (914)909-0420 ROOM TITLE 6.THE GENERAL PUBLIC AND ALL NON-CONSTRUCTION RELATED PERSONS ARE NOT TO ENTER THE OPERATION AND METHODS. michael@hudsonec.com XX X BATT OR SPRAY INSULATION CONSTRUCTION WORK AREA UNTIL A VALID CERTIFICATE OF OCCUPANCY IS ISSUED BY THE LOCAL BUILDING DEPARTMENT. 23.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING AND NEW CONDITIONS XXXX FLOOR FINISH OR ROOM# LIGHT WEIGHT AND MATERIALS WITHIN AND ADJACENT TO THE CONSTRUCTION AREA.ANY DAMAGE CAUSED BY THE CONCRETE 7.THE PROJECT SITE SHALL BE PROPERLY FENCED TO ENSURE PUBLIC SAFETY AND SAFEGUARD THE PUBLIC AT EXECUTION OF THE WORK INDICATED SHALL BE REPAIRED OR REPLACED BY THE CONSTRUCTION ENTITY 2 PROJECT TEAM 3 DRAWING LIST REVISION ALL TIMES PERFORMING SUCH PORTION OF WORK.ALL AREAS THAT ARE AFFECTED BY ALL ADDITIONS SHALL BE © FINISHED WOOD REPAIRED AND/OR PATCHED TO A LIKE NEW CONDITION,UNLESS NOTED OTHERWISE. 8.PERMITS SHALL BE POSTED CONSPICUOUSLY FOR THE DURATION OF CONSTRUCTION UNTIL RECEIPT OF CENTER LINE © WOOD SHIM CERTIFICATE OF OCCUPANCY. 24.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS BY THE LOCAL AND STATE AS 9.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FAMILIARIZE HIMSELF WITH THE CONTRACT DOCUMENTS REQUIRED AND TO DELIVER TO THE OWNER A C.O.UPON COMPLETION OF THE PROJECT. EL. ELEVATION -•y' CAST STONE (PLANS&SPECIFICATIONS)PRIOR TO ANY ERECTION/CONSTRUCTION. 25.CONTRACTOR SHALL BE RESPONSIBLE FOR FILING SEPARATE APPLICATIONS FOR HVAC,ELECTRICAL 8 �� RIGID INSULATION Uj M 10.ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE CONTRACTOR SHALL REPORT ANY PLUMBING PERMITS,AS MUNICIPALITY REQUIRES. ��� DISCREPANCIES,ERRORS OR OMISSIONS TO THE ARCHITECT IMMEDIATELY. 26.THE CONTRACTOR SHALL PROVIDE A CONTAINER FOR THE REMOVAL OF DEBRIS DURING CONSTRUCTION. ROOF EDGE I CONCRETE11.DIMENSIONS AS 0 ANY DISCREPANCIES ROVIDED ON THE IMMEDIA IMMEDIATELY TO DRAWINGS THE ARCHITECT. HAZARD BE UTILIZED,U.N.O.THE CONTRACTOR SHALL REPORT HAZA D FREHE E AT ALLLTIMES AND TO ABIDE ALL OSHA AND WORKING ALL OTHER SAFETY REGULATIONS.KEEP THE SITE CLEAN AN DOWNSPOUT ® MASONRY R-15 � /PY AUG l GUTTER 28.CONTRACTOR SHALL MAINTAIN A SEALED ENCLOSURE BETWEEN WORK AREA AND OTHERS AREAS OF THE 12.DRAWINGS ARE NOT TO BE SCALED. INRESIDENCE. ADDITION,THE CONTRACTOR SHALL BE RESPONSIBLE TO: AA'' STONE W 9 O 13.ALL CHANGES MADE BY THE CONTRACTOR SHALL FIRST BE APPROVED BY THE ARCHITECT AND OWNER PRIOR i.PROTECT ALL INTERIOR SPACES FROM THE AREA OF RENOVATION 202 WINDOW OF STARTING WITH THE WORK INVOLVED.ANY UNAUTHORIZED CHANGES MADE BY THE CONTRACTOR AND ii.BROOM-SWEEP ALL AREAS AT END OF EACH WORK DAY �������� X DESIGNATION SEMBLY ULTIMATELY NOT BEING APPROVED BY THE OWNER AND ARCHITECT SHALL BE THE RESPONSIBILITY OF THE AS BUtLTIFiZR RAYTry Q CONTRACTOR AND TO BE CORRECTED AT HIS OWN EXPENSE. 29.THE CONTRACTOR SHALL LEAVE PREMISES BROOM CLEAN DAILY. DO AG • 14.THE ARCHITECT HAS NOT BEEN RETAINED FOR ANY MECHANICAL DESIGN SYSTEMS,DUCTS,CHASE OPENINGS, 30.THE CONTRACTOR SHALL GUARANTEE ALL WORK SPECIFIED AND/OR DESCRIBED BY THESE DRAWINGS X RE QU iRE TO SIZE OF FURNACE AND FRESH AIR REQUIREMENTS ETC.THESE ARE NOT SHOWN AND SHALL BE DETERMINED BY AND IS TO FOLLOW ALL NATIONAL ACCEPTED TRADE PRACTICES. 0 70 140 280 CU A MECHANICAL ENGINEER PRIOR OF COMMENCING THE WORK. 1:1,500 CHANGE IN ELEVATION ����� �� �CRETE SONRY UNIT C) >- U) 31.FINISH MATERIALS 8 PAINT COLOR SELECTIONS SHALL BE BY HOMEOWNER,U.N.O.HEREIN. 15.THE ARCHITECT HAS NOT BEEN RETAINED FOR SUPERVISION.AND CONSTRUCTION INSPECTIONS Westchest ISr��IN �� yiltagf p� z J AND/OR THE REVIEW OF SHOP DRAWINGS.THE ARCHITECT HAS ONLY BEEN RETAINED FOR DESIGN 32.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR CORRECTNESS OF ANY MATERIAL � �� O PURPOSES.THEREFORE,THE ARCHITECT ASSUMES NO LIABILITY FOR WORKMANSHIP,CODE AND/OR OR DRAWINGS PREPARED BY OTHERS AND PROVIDED TO THE ARCHITECT. nup vswwly PLAN COMPLIANCE. mdoetenauesLalmp 146 Manse Avenue Rm 214 vu1ift Grams New vert 10d61 0 w ♦^ 1 GENERAL NOTES 4 AREA MAP 5 DRAWING LEGEND ` SITE NOTES FOUNDATION NOTES(CONT'D) FRAMING NOTES(CONT'D) DOOR&WINDOW NOTES(CONT'D) O 06 1.THESE PLANS ARE PREPARED IN ACCORDANCE WITH PROPERTY SURVEY INFORMATION PROVIDED TO THE 9.ALL SUB GRADE FILL MATERIAL SHALL BE COMPACTED TO A DENSITY OF 95%. 17. DOORS TO MECHANICAL CLOSET/ROOM&DOORS SEPARATING GARAGE FROM DWELLING UNIT J ARCHITECT BY LICENSED LAND SURVEYOR,RICHARD A.SPINELLI AND DATED JANUARY 25,2021. 25.ALL DOORS.WINDOWS AND OPENINGS SHALL HAVE A MINIMUM HEADER TO BE AS FOLLOWS U.N.O.IN PLANS: SHALL BE O 10.ALL CONCRETE SLABS SHALL BE A MINIMUM OF 4-INCH THICK-REINFORCED NTH 6X6/10X10 WELDED WIRE 3/4-HOUR FIRE RATED,SELF-CLOSING TYPE. 2.ELEVATIONS SHOWN ON THE PLAN MAY NOT BE ACCURATE IN EVERY DETAIL.ONLY A CERTIFIED SURVEY SHALL MESH ON 6 MIL.VAPOR BARRIER ON 44NCHES OF'/:GRAVEL,U.N.O.AND TO RECEIVE A SMOOTH FINISH.ALL A. UP TO 5'-0"USE 2))2x10 J BE UTILIZED TO VERIFY EXISTING GRADE AND FLOOR ELEVATIONS WHERE PROVIDED BY THE OWNER. CONCRETE PAVING SHALL RECEIVE A FINE BROOM FINISH UNLESS SHOWN OTHERWISE B. UP TO 8'-0"USE�3)2x10 OR(2)2x12 18. ATTIC SCUTTLE/STAIR OPENINGS TO BE INSTALLED.WEATHER-STRIPPED AND INSULATED EQUAL TO C. OPENINGS GREATTER THAN 8'-0",SEE PLANS FOR HEADER SIZES OR AS SPECIFIED BY P.E. O THE CU 3.REFER TO ZONING TABULATIONS AND AREA CALCULATIONS FOR EXISTING&PROPOSED PROJECT&SITE DATA. 11.ALL CONCRETE SLABS TO RECEIVE CONTROL JOINTS(1/2-SAW CUTS)AT A MAXIMUM OF 25'X25'TO CONTROL R VALUE OF INSULATION INSTALLED IN THE SURROUNDING FRAMING. CRACKING WITH SHRINKAGE. 26.ALL HEADERS AND BEAMS SHALL BE GLUED AND NAILED AT 6"O.C.AT TOP AND BOTTOM 4.WHERE PROVIDED EXISTING SITE STRUCTURES TO BE MAINTAINED SHALL BE PROTECTED BY THE GENERAL DRYWALL NOTES 0 CONTRACTOR FROM DAMAGE DURING CONSTRUCTION. 12.SLOPE ALL CONCRETE SLABS TO DRAIN TO EXTERIOR.SLOPES IN GARAGES SHALL BE A MINIMUM OF 27.PROVIDE FASTENER NAILS AS FOLLOWS:10p AT ALL GENERAL FRAMING AND 8p AT ALL PLYWOOD,4-FT SPACING Im - %"PER FOOT,U.N.O. MAX. 1.ALL GYPSUM BOARD CUT JOINTS SHALL BE ADJACENT TO CORNERS.NO BUTT JOINTS IN WALL SHALL 5.STAKING OF ANY&ALL ADDITIONS SHALL BE FIELD COORDINATED BY GENERAL CONTRACTOR&SHALL REQUIRE BE PERMITTED. THE ARCHITECT&SURVEYOR'S WRITTEN APPROVAL PRIOR TO PLACING OF ANY AND ALL FOUNDATIONS. 13.PROVIDE EXPANSION JOINTS AT PERIMETERS OF ALL CONCRETE SLABS.MASONRY AND CONCRETE 28.ALL WOOD FRAMING SUPPORTED BY OTHER WOOD FRAMING MEMBERS AT THE SAME ELEVATION(FLUSH 3: CONTRACTOR SHALL INSTALL ALL ANCHOR BOLTS,PLATES,CHASES,SLOTS,SLEEVES,ETC.AS REQUIRED BY SHALL BE FASTENED BY MEANS OF METAL JOIST HANGERS OF APPROPRIATE SIZE AND LOADING CAPABILITI S. 2.ALL CORNERS AND JOINTS SHALL RECEIVE TWO COATS OF JOINT COMPOUND FEATHERED SMOOTH AND ALL w 63HE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES AND VERIFYING THE TRADES. CAULK WEATHER-TIGHT ALL OPENINGS. DIMPLES CREATED BY FASTENERS SHALL RECEIVE 3 COATS OF JOINT COMPOUND FEATHERED SMOOTH. IL.. LOCATION OF THE SAME UTILITY COMPANIES LINES,SERVICES AND ALL OTHER POSSIBLE EQUIPMENTS OF UTILITY 29.ALL HANGERS,ANCHORS AND CONNECTORS SHALL BE SIMPSON STRONG TIE OR EQUAL.HURRICANE TIES COMPANIES.THE CONTRACTOR SHALL LOCATE AND IDENTIFY THE LOCATIONS OF ALL EXISTING UNDERGROUND 14.EXTERIOR OF NEW CONCRETE FOUNDATION WALLS TO RECEIVE WATERPROOFING WHERE RETAINING SHALL BE INSTALLED FROM WALL TO ROOF FRAMING,THROUGHOUT. 3.ALL GYPSUM BOARD SHALL BE IN ACCORDANCE WITH THE GYPSUM CONSTRUCTION HANDBOOK.PUBLISHED BY UTILITIES,AND PROVIDE UNDERGROUND CONNECTIONS TO THEM. GRADE OR WHERE ADJACENT TO INTERIOR,OCCUPIAB..E SPACES. THE UNITED STATES GYPSUM COMPANY. 30.ALL PLYWOOD SUB FLOORING SHALL BE GLUED AND NAILED TO TOP OF JOISTS. co >_ 7.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY GROUND WATER,EXCESSIVE ORGANIC 15.INTERIOR LALLY COLUMNS TO BE MINIMUM 4-INCH DIA.STANDARD STEEL.PROVIDE BASE&TOP PLATES. 4.ALL MATERIALS SHALL BE FURNISHED BY THE UNITED STATES GYPSUM COMPANY NATIONAL GYPSUM COMPANY, MATERIAL OR ANY OTHER UNSUITABLE CONDITIONS DISCOVERED DURING SITE PREPARATION AND/OR EXCAVATION. INTERIOR COLUMNS OVER 9'-0-IN HEIGHT SHALL BE MINIMUM 54NCH DIA.STANDARD STEEL COLUMNS. 31.ROOFING,SIDING,TRIM AND OTHER MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THEIR CELOTEX CORP.,OR OTHER APPROVED MANUFACTURER. RESPECTIVE MANUFACTURERS SPECIFICATIONS AND INDUSTRY STANDARDS. B.THE CONTRACTOR SHALL PROVIDE ONE PROPERLY MAINTAINED,PORTABLE TOILET FOR THE ENTIRE DURATION 16.EXTREME CAUTION TO BE USED IN DELIVERY OF ANY STEEL SPECIFIED.COLUMNS SHALL NOT BE DROPPED. 5.ALL BEADS,STOPS AND TRIM SHALL BE MANUFACTURED FROM RUST RESISTANT MATERIALS. OF THE CONSTRUCTION. 32.REPLACE EXISTING ROOFING MATERIALS&SHEATHING WHERE COMPROMISED 17.ALL ENGINEERED BEAMS INDICATED ON THE PLANS SHALL BE SPECIFIED BY A LICENSED P.E.USING A 6.INSTALL MINIMUM 1/2"GYPSUM BOARD NAILED AND SCREWED AT ALL WALLS,U.N.O. Fff 9.THE CONTRACTOR SHALL PROVIDE FROM A REGISTERED LAND SURVEYOR A WRITTEN CERTIFICATE THAT THE SPECIFIED MANUFACTURER AND SHALL BE INSTALLED PER THE MANUFACTURERS SPECIFICATIONS ONLY. 33.PROVIDE 6"ALUMINUM GUTTERS AND 4"x6"ALUMINUM LEADERS.OWNER TO PROVIDE COLOR SELECTION. LOWEST PORTION OF THE FIRST FLOOR MEET OR EXCEED THE REQUIRED FLOOD ELEVATION,AS APPLIES TO NEW 7.INSTALL MINIMUM 518"NAILED AND SCREWED AT ALL CEILINGS,U.N.O. CONSTRUCTION OR ADDITIONS. 18.WHEN USING MULTIPLE MEMBER ENGINEERED BEAMS,THE FRAMER SHALL REFERENCE THE SPECIFIC 34ALL SKYLIGHTS,METAL FLUES.VENTS,STACKS OR ANY OTHER ROOF ACCESSORIES THAT REQUIRE FLASHING MANUFACTURERS NAILING GUIDE. SHALL BE INSTALLED AS PER THE MANUFACTURERS SPECIFICATIONS. 8.INSTALL WATERPROOF GYPSUM BOARD OR CEMENTITIOUS BACKER BOARD AT AL T R 10.ALL DRIVEWAY AND WALKWAY FORM WORK SHALL BE INSPECTED BY THE LOCAL CODE ENFORCEMENT AND OTHER WET LOCATIONS,INCLUDING SUBSTRATE FOR KITCHEN BACKSPLASH. OFFICIAL PRIOR TO INSTALLATION OF THESE SITE IMPROVEMENTS. 19.PROVIDE METAL FLASHING AT ALL EXTERIOR DOORS,WINDOWS AND OPENINGS UNLESS SHOWN OTHERWISE. 35.PROVIDE ADDITIONAL ALUMINUM BLIND FLASHING WHERE REQUIRED TO INSURE WATER TIGHT CONDITIONS. ' 9.INSTALL MOLD,MILDEW&MOISTURE RESISTANT GYPSUM BOARD AT ALL OTHER BATH IT Y JUL 202 11.ALL SITE WORK SHALL BE INSPECTED BY LOCAL CODE ENFORCEMENT OFFICIAL AS DIRECTED BY ISSUED 20.INSTALL 364NCH WIDE ICE&WATER SHIELD,MEASURED HORIZONTALLY AT ALL ROOF EDGES.IN VALLEYS, 36.INSTALL FLASHING AT ALL ENTRANCE SLABS ADJACENT TO WALL CONSTRUCTION. AND MUDD ROOM WALLS&CEILINGS. '' � � BUILDING PERMIT INCLUDING,BUT NOT LIMITED TO: UP AGAINST WALL JUNCTIONS OVER HIPS AND WRAP OVER ALL FASCIAS.THE SHIELD SHALL COVER MINIMUM // a.EXCAVATION 244NCH MINIMUM OF EXTERIOR SIDE OF EXTERIOR WALLS. 37.PROVIDE ADEQUATE AIR SPACE BEHIND BRICK,STONE AND OTHER SIDING AS REQUIRED. 10.INSTALL 5/8"TYPE'X'GYPSUM BOARD AT BOTH SIDES OF GARAGE BEARING WALLS, LLS ADJACENT TO b.SUBSURFACE&STORMWATER DRAINAGE OCCUPIED RESIDENCE&GARAGE CEILING BELOW OCCUPIED RESIDENCE. c.SOIL COMPACTION,SUBSTRATE&FORMWORK 21.PROVIDE OPTIONAL SNOW-GAURDS IF REQUIRED WITH THE STANDARD SPACING ALONG THE BOTTOM 38.ALL FRAMING TO BE ERECTED PLUMB.LEVEL AND TRUE. I fir. 11.INSTALL 5/8"TYPE'X'GYPSUM BOARD AT CEILING ABOVE GAS-FIRED&COMBUSTION Q t�.FR I d.REBFOUNDATIONS TIOTALLATION EDGE OF THE ROOF. DECK NOTES: OF 36"DIAMETER BEYOND FOOTPRINT OF EQUIPMENT LOCATION.WHERE GAS-FIRED M ►i�AL 41 QUIP 1=fd e.FOUNDAI s FRAMING NOTES 1.NO PERSON OTHER THAN QUALIFIED TRADES INVOLVED WITH CONSTRUCTION OF DECKS,PORCHES SHALL ENCLOSED.ALL INTERIOR WALL&CEILING FINISHES SHALL BE 5l8"TYPE X'GYPSUM BOARD TAPED mum &SPACKLE 12.THE CONTRACTOR SHALL REMOVE AND DISPOSE ALL RUBBISH,VEGETATION,STUMPS,ROOTS,AND TREES 1.INTERIOR DIMENSIONS ARE PROVIDED FROM FINISHED SURFACE TO FINISHED SURFACE.U.N.O. ENTER SAID PREMISES PRIOR TO ISSUANCE OF C.O.FROM THE TOWN WITHOUT BEING ACCOMPANIED BY AS SHOWN ON THE PLANS.ALL DISTURBED AREAS TO BE COVERED WITH FILL AND GRADED DOWN. THE GENERAL CONTRACTOR,AND WRITTEN PERMISSION FROM THE HOMEOWNER. STAIRS&RAILING NOTES L- ENT 13.THE CONTRACTOR SHALL PROTECT ALL EXISTING TREES SHOWN TO REMAIN AS REQUIRED. 2.PRIOR TO INSTALLATION OF ANY NEW SUBSTRATE&FRAMING,ANY AND ALL,EXPOSED,EXISTING STRUCTURE 2 DECK FRAMING MATERIAL SHALL BE PRESSURE-TREATED,SPF,NO.2 GRADE FOR WET CONDITIONS 1.ALL STAIRWAYS SHALL NOT BE LESS THAN 36-INCH CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED SHALL BE DOCUMENTED BY ARCHITECT and/or ENGINEER FOR AS-BUILT RECORDS.CONTRACTOR SHALL BE 14.FOOTING DRAINS SHALL BE PROVIDED AT NEW FOOTINGS AND FOUNDATIONS AS SHOWN IN GRAVEL BED AND RESPONSIBLE TO SCHEDULE SITE VISIT WITH ARCHITECT/ENGINEER PRIOR TO COMMENCEMENT OF NEW WORK. 3.FASTENERS FOR PRESSURE-TREATED WOOD SHALL BE OF HOT-DIPPED ZINC-COATED GALVANIZED STEEL, HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. PB FIL NG 3 /2 PROTECTED AT PERIMETER WITH FILTER FABRIC AND 6"OF 1/2'GRAVEL AROUND.CONTRACTOR SHALL INSTALL 3.ALL WOOD FRAMING IN DIRECT CONTACT WITH SOIL,CONCRETE.MASONRY OR WEATHER SHALL BE PRESSURE STAINLESS STEEL,SILICON BRONZE OR COPPER.COATING WEIGHTS FOR ZINC-COATED FASTENERS SHALL 2.ONE(1)CONTINUOUS HANDRAIL SHALL BE INSTALLED AT ALL STAIRWAYS WITH TWO(2)STEPS OR MORE. -- AND MAINTAIN POSITIVE DRAINAGE PITCH TO STORM DRAIN OR DRY-WELL PER SITE PLAN SPECIFICATIONS. TREATED(AWPA STANDARD C2.C3). BE IN ACCORDANCE WITH ASTM A153,WITH EXCEPTIONS AS FOLLOWS: 2 AMEN 3.HANDRAILS SHALL NOT PROJECT INTO THE STAIRWAY MORE THAN 4-INCHES,ALLOWING FOR A MIN.CLEAR -- J THE SURFACE WATER 15.THE FINISHED DE AND FL FLOWS AWAYWFROM BUILDING.REFERAY SHOULD BE D AWAY FROM THE TO SITE ENGINEER'S UILDING SUCH THAT ALLPLAN AND DETAILS FOR 4.ALL FRAMING BELOW THE REQUIRED FLOOD ELEVATION AS SET FORTH BY FEMA AND LOCAL BUILDING OFFICIALS A.ONE-HALF INCH(12.7 MM)DIAMETER OR LARGER STEEL BOLTS. WIDTH OF 274NCHES WHERE TWO HANDRAILS ARE INSTALLED AND 314NCHES WHERE ONE HANDRAIL IS INSTALLED. PB FILING 6/2 APPLICABLE SITE DRAINAGE. SHALL BE PRESSURE TREATED. MAINTAIN MINIMUM CLEARANCE OF 1-12"BETWEEN ALL HANDRAILS&PARALLEL WALL SURFACE. B.FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY 3 ARB FILING 6/11l2021 16.THE FINISHED GRADE HEIGHT SHALL BE A MINIMUM OF 8-INCHES BELOW THE ADJACENT FRAMING,OR 5.SECURE ALL TEMPORARY RAILINGS WITH GUARDS TO BE INSTALLED AROUND ALL FLOOR OPENINGS AND OPEN DEPOSITED ZINC-COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695,CLASS 55,MIN. 4.THE MINIMUM HEADROOM IN ALL PARTS OF STAIRWAYS SHALL NOT BE LESS THAN 6'-0 MEASURED VERTICALLY AS INDICATED ON PLANS.THE TOP OF ANY FOUNDATION SHALL EXTEND ABOVE THE ELEVATION OF THE DOOR OPENINGS. FROM THE4.ALL FLASHING USED WITH ACQ TREATED LUMBER SHALL BE COPPER. OR LATFORM SLOPED PLANE ADJOINING THE TREAD NOSINGS OR FROM THE FLOOR SURFACE OF THE LANDING 4 PERMIT FILING 7/6/2021 STREET GUTTER AT POINT OF DISCHARGE OR THE INLET OF ANY APPROVED DRAINAGE DEVICE A MINIMUM 6.PROVIDE TEMPORARY RAMPS AND/OR STAIRS TO BE INSTALLED AT ALL LEVELS. OF 124NCHES PLUS 2% DOOR&WINDOW NOTES 5.ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS.UNDER STAIR SURFACE AND SOFFITS 17.CONTRACTOR SHALL BE RESPONSIBLE FOR ROUTING&TERMINATION OF ALL ROOF DOWNSPOUTS, 7.ALL LUMBER TO BE DOUGLAS FIR-LARCH#2 OR BETTER. PROTECTED ON THE ENCLOSED SIDE WITH MIN.'/2"GYPSUM BOARD. INCLUDING TESTING OF NEW CONNECTIONS TO EXISTING SYSTEMS&THE TESTING OF THOSE SYSTEMS IN 1.ALL WINDOWS&EXTERIOR DOORS SHALL COMPLY WITH THE NEW YORK STATE ENERGY CONSERVATION 6.THE MAXIMUM RISER HEIGHT IS 8.25"THE GREATEST RISER HEIGHT SHALL NOT EXCEED THE SMALLEST BY THE PRESENCE OF THE HOMEOWNER 8.ALL LUMBER TO HAVE MIN.STRESS GRADE OF 850 PSI. CONSTRUCTION CODE. MORE THAN 3/8'. 18.CONTRACTOR SHALL BE RESPONSIBLE FOR SITE DRAINAGE INSTALLATION IN ACCORDANCE WITH MUNICIPAL 9.ALL LUMBER TO BE TO BE SOUND DRY AND FREE FROM ROT,KNOTS AND SPLITS. 2.ALL DOORS SHALL CONFORM TO THE STATE CODE SIZE REQUIREMENTS. ENGINEERING REGULATIONS,INCLUDING INSTALLATION OF EROSION CONTROL MEASURES PRIOR TO START OF 7.THE MINIMUM TREAD DEPTH IS 9'.THE GREATEST TREAD DEPTH SHALL NOT EXCEED THE SMALLEST BY AND FOR DURATION OF CONSTRUCTION. 10.NEW EXTERIOR WALL CONSTRUCTION SHALL BE 2x6 WOOD FRAMING,U.N.O. 3.WHERE PROVIDED WINDOW SCHEDULE IS FOR DESIGN INTENT ONLY.THE CONTRACTOR SHALL VERIFY WITH MORE THAN 3/8 11.NEW INTERIOR WALL CONSTRUCTION SHALL BE 2x4 WOOD FRAMING,U.N.O. OWNER ALL WINDOWS.DOOR,AND ADDITIONAL OPTIONS SUCH AS COLOR AND HARDWARE PRIOR TO ORDERING. 8 A NOSING NOT LESS THAN%AND NOT GREATER THAN 1�SHALL BE PROVIDED ON STAIRWAYS WITH SOLID 19.INSTALLATION OF GAS AND ELECTRIC METERS SHOULD BE IN STRICT ACCORDANCE WITH THE LOCAL UTILITY 4.REFER TO WINDOW AND DOOR SCHEDULES,WHERE PROVIDED.WHERE WINDOWS AND DOOR SIZES ARE RISERS.THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST BY MORE THAN 1/4 COMPANY SPECIFICATIONS. 12.NEW ATTIC FLOOR JOISTS&ROOF WOOD RAFTERS SHALL BE 2x10 MINIMUM,U.N.O. SPECIFIED IN PLAN,REFER TO CONSTRUCTION LEGEND FOR ADDITIONAL DATA. NO OF H S ENT MAY BE DEMOLITION NOTES A IS ARE PERMITTED SPHi=RE. N ANY WAY PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT PERMIT THE C • F 1.EXTREME CAUTION SHALL BE TAKEN DURING DEMOLITION OF EXISTING BUILDINGS.THE CONTRACTOR SHALL 13.ALL FRAMING SHALL BE FRAMED AT 164NCHES O.C.UNLESS NOTED OTHERWISE. 5.CORROSION-RESISTANT FLASHING SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS: PASSAGE A S DIAMETER OBSERVE ANY VARIATIONS AND/OR ANY UNFORESEEN DISCREPANCIES WITH THE PLANS.AND SHOULD REPORT A.EXTERIOR WINDOW AND DOOR OPENINGS,THRESHOLD/SILL&HEADER. EN IMMEDIATELY THE ARCHITECT. 14.FOR ALL CONVENTIONAL FLOOR FRAMING PROVIDE A MINIMUM OF ONE ROW OF 5/4'x 3"CROSS BRIDGING FOR B.AT THE ROOF&SIDING INTERSECTIONS, 10.HANDRAIL HEIGHT SHALL BE A MINIMUM OF 34"AND MAXIMUM OF 38"ABOVE THE SURFACE BELOW. IT IS A ALL JOISTS WITH SPANS OVER 12'-0",8'-0"MAX.SPACING OR AS NOTED OTHERWISE ON PLANS. C.UNDER AND AT THE ENDS OF MASONRY,WOOD OR METAL COPINGS&SILLS and 11.GUARDS SHALL BE PROVIDED WHERE THE HEIGHT OF A SURFACE IS GREATER THAN 30 ABOVEP A D GA NL 1 S 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING,BRACING AND ALL TEMPORARY SUPPORTS 15.PROVIDE A MINIMUM OF DOUBLE JOISTS BELOW ALL PARALLEL PARTITIONS,MAJOR APPLIANCES,BATH D.CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SURFACE.GUARDS SHALL BE A MINIMUM HEIGHT OF 36"ABOVE THE SURFACE BELOW.IF DECK OR Oc TS IN A EAL PRIOR OF REMOVING THE EXISTING WALLS,CEILINGS,FLOORS AND ROOFS AS PER ALL LOCAL AND OSHA FIXTURES.AND AT ALL CANTILEVERS,UNLESS NOTED OTHERWISE. 6.WINDOW&DOOR FLASHING SHALL -0 BE DUPONT STRAIGHT&FLEX-WRAP&INSTALLED ARE 8*-O"OR GREATER ABOVE THE ADJ.FINISHED GRADE OR SURFACE THAN THE GUARDS SHALL B 2 & HAVE F REGULATIONS. PER MANUFACTURER'S SPECIFICATIONS&AS INDICATED HEREIN: B ITECT.C G 0 " 16.PROVIDE A MINIMUM OF DOUBLE JOISTS AT OPENINGS IN FLOORS.CEILINGS,AND ROOFS. A.INSTALL CONTINUOUS FLEX-WRAPSILL FLASHING OVER HOUSE WRAP.MIN.6 UP JAMBS 12.OPENINGS IN RAILINGS AND GUARDS SHALL BE LESS THAN 4'. 3.THE CONTRACTOR SHALL PROVIDE WEATHERPROOFING AT THE END OF EACH WORK DAY AS REQUIRED TO � PREVENT WEATHER DAMAGE. B.INSTALL CONTINUOUS JAMB STRAIGHT FLASH OVER WINDOW FLANGES or OVER JAMB FOR REPLACEMENT proje 17.PROVIDE A MINIMUM OF DOUBLE WALL STUDS AROUND ALL WALL OPENINGS,JACK STUDS UNDER ALL HEADERS, WINDOWS&DOORS;EXTEND MINIMUM 2"ABOVE HEAD FLANGE&TO BELOW SILL FLASHING 4.THE ARCHITECT IS NOT DOUBLE STUDS UNDER ALL HEADERS GREATER THAN 5'-0",TRIPLE STUDS AT ALL CORNERS. C.INSTALL HEADER FLASHING BELOW WEATHER BARRIER,DIRECTLY ADHERED TO SHEATHING CONTRACTORS NEGLIGENCE. SPONSIBLE FOR FROZEN PIPES AND/OR MOLD CONDITIONS CREATED BY THE 18.PROVIDE POSTS AT ALL RIDGE.HIP AND VALLEY INTERSECTIONS DOWN TO A MIN.OF TRIPLE 2x8 CEILING JOISTS. D.LAP WEATHER BARRIER OVER HEAD FLASHING,SKIP TAPE OVER FLASHING,FULLY TAPE DIAGONAL CUTS CLOSET&CABINET NOTES * Y .00 5.BACKFILL SHALL NOT BE PLACED UNTIL THE MAIN FLOOR SYSTEM AND BASEMENT CONCRETE INTERIOR 7.ALL WINDOWS AND DOORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THEIR PARTICULAR 1.ALL CLOSETS SHALL HAVE AS A MINIMUM OF ONE(1),WHITE,MDF SHELF AND ONE(1)WOOD R FOR H NG NG date: 19 ' FLOOR SLABS ARE INSTALLED,AS APPLIES TO NEW CONSTRUCTION OR ADDITIONS. .ALL FRAMING SHALL BE FRAMED CROWN UP UNLESS AT CANTILEVERS OR SHOWN OTHERWISE. MANUFACTURERS SPECIFICATIONS. CLOTHING.PROVIDE FIVE(5),WHITE,MDF SHELVES 1N LINEN CLOSETS. 6.GC TO TERMINATE OR REROUTE EXISTING HVAC,ELECTRICAL&PLUMBING SYSTEMS PER PLANS AND AS 20.SOLID BLOCKING SHALL BE PROVIDED UNDER ALL POSTS THAT DO NOT REST DIRECTLY ON JOISTS,CONTINUOUS8.CONTRACTOR SHALL VERIFY ALL WINDOW AND DOOR ROUGH OPENINGS WITH THE MANUFACTURER 2.THE CONTRACTOR SHALL DOUBLE CHECK AND VERIFY ALL AS BUILT DIMENSIONS AND CONDIT[ S PI[3 2! 8/21 IMPACTED BY DEMOLITION AND NEW CONSTRUCTION. TO BEARING STRUCTURE OR FOUNDATIONS. OF ORDERING CABINETS,COUNTER TOPS AND VANITIES. 21.ALL WOOD POSTS SHALL BE SOLID STUDS.AND TO BE A MINIMUM OF THE WIDTH OF THE BEAM SUPPORTING IT 9.ONE WINDOW IN EACH SLEEPING ROOM SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 7.GC TO CAP ALL MECHANICAL,ELECTRICAL&PLUMBING SERVICES UPON REMOVAL OF FIXTURES. AND PROVIDED WITH MINIMUM ONE KING STUD AT EITHER SIDE. -CLEAR OPENABLE AREA OF 5.7 SF FOR ROOMS ABOVE GRADE 3.ALL EXPOSED BASE CABINET SIDES SHALL HAVE TOE KICK SPACE,U.N.O. -CLEAR OPENABLE AREA OF 5.0 SF FOR ROOMS AT GRADE 8.GC SHALL REMOVE WIRING BACK TO EXISTING ELECTRICAL PANEL WHERE SERVICES ARE TERMINATED. -CLEAR OPEN WIDTH OF 20" PAINTING NOTES 'g �34216 O S NOTED 22.13RACE ALL WALLS DURING CONSTRUCTION. -CLEAR OPEN HEIGHT OF 24" FOUNDATION NOTES -SILL HEIGHT 44"MAX.A.F.F. 1.DISTURBED/NEW WALLS SHALL BE TAPED,SPACKLED&PRIMED BY GC 23ALL WALL FRAMING OF 9'-0"AND GREATER SHALL HAVE SOLID BLOCKING AT MID HEIGHT OF ALL WALLS. 1.CONTRACTOR SHALL CHECK AND COORDINATE DIMENSIONS BETWEEN FOUNDATION AND FLOOR PLANS PRIOR 10.ALL EGRESS BASEMENT WINDOWS THAT ARE BELOW THE FINISHED GRADE SHALL BE PROVIDED WITH AN 2.ALL INTERIOR GYPSUM BOARDS,WALLS AND CEILINGS SHALL RECEIVE ONE COAT PRIMER AND TWO COATS ng TO CONSTRUCTION. 24.FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS,VERTICALLY& APPROVED WINDOW WELL AND DRAINAGE. OF PAINT. HORIZONTALLY AND TO FORM AN EFFECTIVE BARRIER BETWEEN STORIES AND BETWEEN A TOP STORY AND THE 2.ALL EXCAVATIONS SHOULD BE SUBSTANTIALLY FREE OF WATER DURING FOUNDATION CONSTRUCTION WORK. ROOF SPACE.FIREBLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS. 11.ALL GLAZING LESS THAN 18"ABOVE THE FINISHED FLOOR/SURFACE AND ALL GLASS TUB AND/OR SHOWER 3.ALL PAINT SHALL BE BENJAMIN MOORE,U.N.O. ENCLOSURES SHALL BE TEMPERED. ( GENERAL 3.THIS PROJECT HAS BEEN DESIGNED BY ASSUMING THAT ALL THE SOIL BEARING IS 2 KIPS/SQ FT.(2000#) A.IN CONCEALED SPACES OF LEVELS.CONCEALED HORIZSFUR FURRED SPACES SHALLTUD WALLS AND IALSO IBE FI EING B OC EDED SPACES.AT AT INTERVALS NOTING&FLOOR EXCEEDING 12.ALL FIXED GLASS SHALL BE IN FRAMES TO MATCH THE MANUFACTURER OF OPERABLE WINDOWS. (')WHERE OPEN4.WALLS EILINGS KIT HEN PLANS APPLY ARCHITECT SHALL RO PROVIDE PAIINT SPECIFICATIONS FOR SEMI-GLOSS. SURFACES.4.ALL STRUCTURAL CONCRETE SHALL BE A STONE CONCRETE WITH A 1:15 MIX AND HAVE A MINIMUM STRENGTH 10 FEET. OF 3,500 psi AT THE END OF 28 DAYS. B.AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERT.&HORIZ.SPACES SUCH AS OCCUR AT SOFFITS 13.ALL WINDOWS SHALL BE MANUFACTURED BY ANDERSEN OR EQUAL UNLESS SHOWN OTHERWISE.ALL EXTERIOR 5.ALL DOORS&TRIM SHALL BE PAINTED SEMI-GLOSS U.N.O. Q, NOTES V� DROPPED CEILINGS AND COVE CEILINGS. SWING DOORS SHALL BE MANUFACTURED BY THURMA-TRU OR EQUAL,U.N.O. SPECIFICATIONS 5.ALL FOOTINGS TO REST ON UNDISTURBED SOIL CAPABLE OF SUPPORTING 2 TONS PER SQ.FT. C.IN CONCEALED SPACES BET.STAIR STRINGERS AT TOP AND BOTTOM OF THE RUN.ENCLOSED SPACES UNDER 6.ALL OTHER WALLS SHALL BE PAINTED EGGSHELL,U.N.O. STAIRS SHALL COMPLY w/SECTION R311.2.2. 14.ALL WINDOW AND DOOR JAMBS TO BE FOAM SEALED&WEATHER-STRIPPED ON EXTERIOR PER THE 6.REFERENCE THE PLANS FOR SIZE AND QUANTITY OF REINFORCING BARS. D.AT OPENINGS AROUND VENTS,PIPES AND DUCTS AT CEILING AND FLOOR LEVEL,w/AN APPROVED MATERIAL 2010 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. 7.ALL INTERIOR WOOD.TRIM,SHELVING AND OAK FLOORS SHALL BE FINISHED AS SCHEDULED OR AS DIRECTED TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. BY GENERAL CONTRACTOR&APPROVED BY ARCHITECT&HOMEOWNER. 7.ALL FOOTINGS SHALL BE BELOW THE FINISHED GRADE MINIMUM OF 3'-6"IN WESTCHESTER COUNTY. E.FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES.SEE SECTION R1001.16. 15.ALL DOOR HARDWARE TO MATCH EXISTING;GC TO PURCHASE HARDWARE AS APPROVED BY HOMEOWNER F.FIREBLOCKING OF CORNICES OF 2-FAMILY DWELLING SEPARATION IS REQUIRED 8.ALL INTERIOR DOORS,TRIM AND EXPOSED WOOD SHALL BE SANDED COMPLETELY SMOOTH PRIOR TO drawng number 8.ALL INTERIOR FOOTINGS SHALL STEP DOWN TO PERIMETER WALL FOOTING DEPTH AT ALL FOOTING 16.CLOSET HARDWARE TO BE MAGNETIC CLOSURE,MATCH EXIST./NEW HARDWARE AS APPLICABLE,U.N.O. APPLYING FINISH. INTERSECTIONS. 9.ALL EXPOSED FERROUS METAL SHALL BE PAINTED WITH A RUST INHIBITOR AND TWO COATS OF ENAMEL. 6 ZONING MAPG=1 SCALE:N/A PER 2020 TABLE N1102.1.2 R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT R502.8 DRILLING AND NOTCHING. R602.6 DRILLING AND NOTCHING STUDS. Proposed work has been designed in compliance with 2020 NYS Energy Conservation Construction Code STRUCTURAL FLOOR MEMBERS SHALL NOT BE CUT,BORED OR DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH THE FOLLOWING CLIMATE FENESTRATION SKYLIGHT° GLAZED CEILING WOOD FRAME MASS WALL R FLOOR BASEMENT` SLAB`'R VALUE CRAWL SPACE NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN THIS SECTION.SEE KTM ZONE U-FACTOR U-FACTOR FENESTRATION R-VALUE WALL R-VALUE VALUE' R-VALUE WALL R-VALUE &DEPTH WALL R-VALUE FIGURE R502.8. OR NOTCHED TO A1.NOTCHING.ANY SDEPTH NOT EXTUD IN AN CEEDING NG 25 PERCENT ERIOR WALL OR IOF ITS WIDTH.STUDS IN NG PARTITION MAY BE UT Architect NCARB SHGC NONBARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40 PERCENT 1 NR 0.75 0.25 30 13 314 13 0 0 0 - OF A SINGLE STUD WIDTH. Kimberly TUtera Martell),PLLC i 2 0.40 0.65 0.25 38 13 416 13 0 0 0 L3 p3fM 1'- 13 2.DRILLING.ANY STUD MAY BE BORED OR DRILLED,PROVIDED THAT THE DIAMETER 700 Fenimore Road,2nd Floor + j'1 I~ I I OF THE RESULTING HOLE IS NO MORE THAN 60 PERCENT OF THE STUD WIDTH,THE Mamaroneck NY 10543 Lj- EDGE OF THE HOLE IS NO MORE THAN 5/8 INCH(E16 MM TO THE EDGE OF THE STUD, FOption 0.32 0.55 0.40 49 20 or 13+5" 8/13 19 10/13 10,2 ft 10/13 Yos,aAx RL�TTEo---� y o 3NAxI AND THE HOLE IS NOT LOCATED IN THE SAME LOCATED IN EXTERIOR WALLS ORBEARING PARTITIONS ADRILLED OVER 40 PERCENT S A CUT OR NOTCH.STUDS www.ktma 4)48 -8877 I AND UP TO 60 PERCENT SHALL ALSO BE DOUBLED WITH NO MORE THAN TWO (914)481-8877 0.30 0.55 NR 49 20 or 13+5' 13117 309 15/19 10.2 ft 15119 1 I os vax UCCESSIVE DOUBLED STUDS BORED.SEE FIGURES R602.6(1)AND R602.6(2).FOR PROJECT LOCATED BORED HOLES FOR ELECTRICAL WIRING.SEE TABLE E3702.1. 030 1 0.55 1 NR 49 20+5 or 13+10° 15i20 309 15119 10,4 ft 15119 FLOCnJOIST CENTEnCUTG EXCEPTION.USE OF APPROVED STUD SHOES IS PERMITTED WHEN THEY ARE 7 Option 2 0.28 1 0.55 1 NR 49 20+5 or 13+101 1 19/21 389 15/19 10.4 N 15119 IN ZONE 4 INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. For SI:1 foot=304.8 mm I I R602.6.1 DRILLING AND NOTCHING OF TOP PLATE.WHEN PIPING OR DUCTWORK IS {a R-values are minimums.U-factors and SHGC are maximums.When insulation is installed in a cavil which is less than the label or design thickness of the insulation,the installed?-value of the I I °°`"'" PLACED IN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR LOP PLATE LOAD-BEARING WALL, Y 9 NECESSITATING CUTTING DRILLING OR NOTCHING OF THE TOP PLATE BY MORE THAN insulation shall not be less than theR-valuespecified in the table. I i � 50 PERCENT OF ITS WIDTH.A GALVANIZED METAL TIE OF NOT LESS THAN 0.054 INCH THICK(1.37 MM)(16 GA)AND 1-12 INCHES 38 MM)WIDE SHALL BE FASTENED b The fenestration U-factor column excludes skylights.The SHGC column applies to all lazed fenestration. ACROSS AND TO THE PLATE AT EACH SIDE OF THE OPENING WITH NOT LESS THAN Exception:Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. o'"""`x I I FOUR 16D NAILS AT EACH SIDE OR EQUIVALENT.SEE FIGURE R602.6.1. c."10/13"means R-10 continuous Insulation on the interior or exterior of the home or R-13 cavity insulation on the interior of the basement wall.*15/19"means R-15 continuous Insulation on the interior or EXCEPTION.WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT IS exterior of the home or R-19 cavity insulation at the interior of the basement wall.Alternatively,compliance with"15/19"shall be R-13 cavity insulation on the interior of the basement wall plus R-5 FLOOR,OIST ENDCurs COVERED BY WOOD STRUCTURAL PANEL SHEATHING. continuous insulation on the interior or exterior of the home. d.R-5 insulation shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation R-value for slabs as indicated in the table.The slab edge Insulation for heated slabs shall not be required to extendSUP below the slab. OF i70M ucaoR- e.Reserved. ExTEPIOR Ori BEAwtiG whtl � � C)I I `f Reserved. _T I 1 T C) .Alternatively,insulation sufficient to fill the framingcavityandprovidingnot less than an R-value of R-19. 1 I ° ^^ h.The first value is cavityinsulation,the second value is continuous insulation.Therefore,as an example,"13+5"means R-?3 cavityinsulation ius R-5 continuous insulation. o z atAx I I V i.Mass walls shall be in accordance with Section R402.2.5.The second R-value applies where more than half of the insulation is on the interior of the mass wall. ` O V nArTERCE-•iG.CKCTS 71, N, NO'CH ORWER TWO4 br / � 16 GA3E W 064 IN j AND I D N Vill to TO THE BEST OF MY BELIEF AND KNOWLEDGE THE PROPOSED WORK HAS BEEN DESIGNED IN COMPLIANCE WITH THE NYS ENERGY 0 J'EHG:NTUF txEPIATEwIUTr / METAL TIE ACROSS AND TQEACN / /r�� q DE OF ThE NOTCH N!Tri 4 5d CONSERVATION CONSTRUCTION CODE. /� T.V.IIw�c}I sloE 0 c) oavax `/ / Z •- Y O TOP?LUTES �..GD� V CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA / -IPEOAcavanT Ippt O L Wind Seismic Subject to Damage From Winter Ice Shield Air Mean 21N wv FROM TOP 5 Ground Snow Design Frost line Design Undedayment Flood Freezing Annual A.o507TO OFJ D(ACTUALccrTIR J Load Speed(mph) Category Weatherin depth Termite Temp Required Hazards Index Temp. O Moderate to 1500 or FOR SI 1 INCH=25.4 MM. -v 30 120 C Sewre 42" Heavy 7 Yes X less 52.2 F FIGURE R502.8 CUTTING,NOTCHING AND DRILLING 'j O R502.8.1 SAWN LUMBER.NOTCHES IN SOLID LUMBER JOISTS,RAFTERS AND FOR SI 1 INCH- J TABLE R301.5 HEADER SCHEDULE BEAMS SHALL NOT EXCEED ONE-SIXTH OF THE DEPTH OF THE MEMBER.SHALL 25.4 MM. co MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ROUGH OPENING HEADER NOTE NOT BE LONGER THAN ONE-THIRD OF THE DEPTH THE MEMBER AND SHALL O NOT BE LOCATED IN THE MIDDLE ONE-THIRD OF THEE SPAN.NOTCHES AT THE USE LIVE LOAD in pounds per square foot 3'<X<5' 2 2 X 10 1 ENDS OF THE MEMBER SHALL NOT EXCEED ONE-FOURTH THE DEPTH OF THE ( p p q ) MEMBER.THE TENSION SIDE OF MEMBERS 4 INCHES(102 MM)OR GREATER IN FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING 00 Exterior balconies 60 5'<X<8' 3 2 x 12 I NOMINAL THICKNESS SHALL NOT BE NOTCHED EXCEPT AT THE ENDS OF THE Decks' MEMBERS.THE DIAMETER OF HOLES BORED OR CUT INTO MEMBERS SHALL NOT >8' Per CDs - EXCEED ONE-THIRD THE DEPTH OF THE MEMBER.HOLES SHALL NOT BE CLOSER Passengerveh vehicle garages 50a THAN 2 INCHES(51 MM)TO THE TOP OR BOTTOM OF THE MEMBER,OR TO ANY Note 1:Install min.headers specified,U.N.O.in construction OTHER HOLE LOCATED IN THE MEMBER.WHERE THE MEMBER IS ALSO attics without storage e e 10 drawings NOTCHED.THE HOLE SHALL NOT BE CLOSER THAN 2 INCHES(51 MM)TO THE L Attics with storage 20 M Habitable Attics and Attics served with fixed stairs 30 . W R502.8.2 ENGINEERED WOOD PRODUCTS.CUTS,NOTCHES AND HOLES BORED IN TRUSSES,STRUCTURAL COMPOSITE LUMBER,STRUCTURAL GLUE-LAMINATED Rooms other than sleeping rooms 40 MEMBERS OR WOISTS ARE PROHIBITED EXCEPT WHERE PERMITTED BY THE MANUFACTURER'S RECOMMENDATIONS OR WHERE THE EFFECTS OF SUCH Sleeping rooms 30 ALTERATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER Stairs 40c BY REGISTERED DESIGN PROFESSIONAL. Guardrails and handrails 200 a.Elevated garage itoors shall be capable of supporting a 2,000 ound load applied over 20-s oared-inch 2 CUTTING, NOTCHING & DRILLING DETAILS & NOTES b.No storage with roof slope riot over 3 units in 12 units. c.Individual stair treads shall be designed fur the uniformly distributed live loads or a 300 ound concentrated REFERENCE:NYSRBC R502.8&R602.6 load acting over an area of square inches,whichever produces the greater stresses. d.A single concentrated load applied In any direction at any point along the top. e.Attics constructed with wood trusses shall be designed in accordance with Section R802.10.1. 15"MIN WATER CLOSET 15"MIN SHOWER I LAVATORIES f.See Section R507.1 for decks attached to exterior walls. 18"MAX 18"MAX CALCULATED DEAD LOADS 33" WALL y 33 �. fWALL WALL WALL WALL USE DEAD LOADS(in pounds per square foot) / / a: 151, 30" Finish 2.5 WATER BARRIER / REVISION/SUBMISSION NOTES Plywood 2.5 DRYWALL BACKER ------- Joists 5 MORTAR BED 7 -Gas- + •• 1 PB FILING 3/29/2021 Partitions 8 40-MIL CPE OR PVC C-TUB L I2 AMENDED SHOWER PAN LINERPB FILING 5/26/2021 Insulation 0.5 , FINISH SLOPE 1/4"MIN.TO 12"MAX. - -----�. G sum Wall Board 2.5 N PER FOOT TOWARD DRAIN4 30" 24" 10 3 ARB FILING 6/11/2021 TOTAL 2 STONE CURB '� 4 PERMIT FILING 7/6/2021 Misc Note:for SI:1 pound per square foot=0.0479 kN/m2,1 square inch=646 mm2,1 pound=4.45N. 4" WALL 2 WALL - l � Z FURNISHED CLEARANCE IN -�� Q SURFACE FRONT OF OPENING / _ o, o mTUB • o t car (�Ju l I Q I TUB WALL Co. E MAOF SHOWER DRAIN MIN. ,. NOTE:ALL DIMENSIONS ARE TO FINISHED WALLS&FURNISHINGS T tAVEL.TILE CHIPS OR / (�' MIS O F THE C NE S ��1A SCHEDULESAY SH01/11IER PAN DETAIL PLUMBING FIXTURES CLEARANCES E ME VE ENA D2021 SCALE:N/A SCALE:N/A REFERENCE:NYSRBC FIGURE R307.1 (3)9-1/2"LVL+(2)3/8" Ira*STEEL PLATES O O CONTINUOUS FLITCH FLOOR NOTES: BASE AT WALL BEAM SHEATHING FIREBLOCKING SHALL BE PROVIDED TO CUT OFF date: (3)9-1/2"LVL HEADER SIMPSON HANGER D/4 ALL CONCEALED DRAFT OPENINGS,VERTICALLY& HORIZONTALLY AND TO FORM AN EFFECTIVE �'� �-WOOD FINISH FLO ITJG BEAM/HEADER.SEE - BARRIER BETWEEN STORIES AND BETWEEN A TOP /21 TYP. MIN. Yz"O COUNTERSUNK PLAN. STORY AND THE ROOF SPACE.FIREBLOCKING '�� PLYWOOD SUBFLOO BOLTS OR LAGS DOUBLE LVL,SEE MTL.CLIP& SHALL BE PROVIDED IN THE FOLLOWING = ,► Q ZTtS 2x10 JOIST,TYP. TOP - -- AT TREAD AND RISER 1-6"O.C.STAGGERED. � PLAN FOR SIZE.SEE AND OTSEALANTTOM. LOCATIONS. r AS NOTED 't BOLTS OR LAGS C NOTE 1. A.IN CONCEALED SPACES OF STUD WALLS AND + SHALL PENETRATE FOR BOLTING SEE A FULL STRINGER D ALL ADJOINING ° TYP.DETAIL 2/G-2. PARTITIONS,INCLUDING FURRED SPACES,AT I'i CEILING&FLOOR LEVELS.CONCEALED HORIZ. MEMBERS END TO 2"SEE (2)ROWS 16d(3Y2") FURRED SPACES SHALL ALSO BE FIREBLOCKED AT COMMON WIRE @ 12" INTERVALS NOT EXCEEDING 10 FEET. END. NOTE 1. NOTCHED STRINGER drawing title: 't 't O.C.OR PROVIDE FLOOR B.AT ALL INTERCONNECTIONS BETWEEN D/4--J BEAM,SEE DRAWING POST CAP BY \ BOLTS PER"MULTIPLE FRAMING CONCEALED VERT.&HORIZ.SPACES SUCH AS MIN. 2/A-1 SIMPSON OR EQUAL. LUMBER's"DETAIL OCCUR AT SOFFITS.DROPPED CEILINGS AND COVE 1/2"GWB SOFFIT SHIM AS REQ'D FOR SEE NOTE 1. 12"TYP GWB. CEILINGS. TAPE,SPACKLED SCHEDULES MULTIPLE LUMBER TIGHT FIT. C.IN CONCEALED SPACES BET.STAIR STRINGERS AND PAINTED & NOTES AT TOP AND BOTTOM OF THE RUN.ENCLOSED FIREBLOCKING _ SPACES UNDER STAIRS SHALL COMPLY w/SECTION (3)9-12"LVL HEADER EXIST./NEW POST. NOTES: DOUBLE LVL 5/8"GWB CEILING� R311.2.2. 1.AT DOUBLE OR GRATER WIDTH LVL BEAMS PROVIDE BOLTED D.AT OPENINGS AROUND VENTS,PIPES AND SIMPSON STRONG-TIE O.C. CONSTRUCTION SEE DRAWING 2/A-1 STUD WALL DUCTS AT CEILING AND FLOOR LEVEL,w/AN CARRIAGE CONNECTIONS WITH YZ"0 COUNTERSUNK BOLTS @ 1'-6" i I HGLS CONNECTOR STAGGERED:MINIMUM TOP&BOTT.EDGE DISTANCE=3". W/1/2"GWB APPROVED MATERIAL drawing number EACH SIDE,U.N.O. 5 CONT. BEAM &GIRDER INTERSECT. 6 TYP. BOLTING DETAIL 7 TYP. BOLTING g FIRE BLOCKING DETAIL @VERTICAL PARTITIONS g BLOCKING BELOW STAIR G=2 SCALE:N/A I SCALE:N/A SCALE:N/A SCALE:N.T.S. I SCALE:N/A Zoning Tabulations Item Required/Permitted Existing Proposed Zone R-10 KTM Section-Block-Lot 135.44-1-62 Architect,NCARB Gross Floor Area sf Note 1 2,287 2,111 2,263 Kimberly Tutera Martelli,PLLC Minimum Lot Area(so 10,000 6,855 6,855 1 �`� Front Yard Area Note 2 and 3 - 1,818 1,818 700 Fenimore Road,2nd Floor PERMIT � 1` v Mamaroneck,NY 10543 Lot Width&Frontage,min Note 9 85 60 60 Yards minimum www.ktmarchitect.com I � �� � °,,,� � Z Front 25 30 30 914 481-8877 SB L Lesser Side Note 9 10 6.4 6.4 Second Side Note 9 - 8.2 8.2 DATE �� � QSj;;4 LLjjj21 Two Sides Sum 25 14.6 14.6 Rear 30 44.8 49.9 Building Height,Maximum Stories Note 4 2 2 2 Feet from average grade Note 5 30 26 26 �+ `' Minimum Open Space(s Note 7 1,200 4.718 4,149 eV"ING PECT Village Of R"S ��� Building Coverage Main Building,Percentage 20% 18% 20% Main Building,Area sf 1,371 1,219 1.371 Deck Percentage 3.5% 3.5% 0.7% Deck Area sf 240 239.8 44.8 S 09°39'OO W APPROXIMATE DELINEATION APPROXIMATE DELINEATION Impervious Surface sf Note 8 3 131.8E 2,213.80 2,425.80 W (y) 48" Tree 5 6.6 4 3 OF WETLANDS OF WETLANDS Front Yard Impervious Surfaces > P%*m O S 1 48"Tree -- Permitted Impervious Coverage in Front Yard% 40% 37.6% 37.6% C TW EL 126.8 1.0'-127 - Tvv E 12 6_ 7 6 59120" VV TW EL 126.8 s -39'=_W Permitted Impervious Coverage in Front Yard Area,sf 727 683 683 LO a) _ _ -- 2 - 3 Jr J _ _ TW E 1 s_127 tO Note 1:Gross Floor Area based on 250-23.E Maximum Gross Floor Area=4,000+ Lot Area-21,780"0,11478421 �" rJ .___ -- 56.64' 1.6 Note 2:Front Yard(Definition):A yard extending across the full width of the lot and lying between the front line of the lot and the nearest line of O V TW EL 126.3 }- ^� ` = _ y � u> TW EL 126.3 the building. Stream EL 123.7� ^ f Stream EL 123.7 0) r-- Conc. Headwalls + O I Conc.Headwalls + I L. -" - Note 3:Building(Definition):Any structure having a roof supported by columns or by walls and intended for the shelter,housing or enclosure of Q �� J m _ _ p3 persons,animals or chattel. _ fV - TW EL 126.3 D 3' TW EL 126.3 af Note 4:Story(Definition):That portion of a building included between the surface of any floor and the surface of the floor next above or,if there is (� Crave` TI O o-+� o no floor above it,then the space between the floor and the ceiling next above it.A basement will be deemed a story if the finished ceiling is five C) 2 � 12S� w TW EL 124.9 g�a�`- -__ ______ _ 26 125 TW EL 124s feet or more above the mean level of the natural grade around the buildingJ z L Z } U) Z m' - -- I Note 5:Height of Building Definition For Itched roofs,the vertical distance measured from the mean level of the undisturbed round nor to ;L - Split Rail Fence, L split Rail F1er cep �? 9 n9(Definition). P s P nce 0 M N ^ grading,excavation or construction or the mean level of the finished grade around the building,whichever is more restrictive,on which the O I\�2j IM 137 building stands or is Intended to stand,to a point mid-way between the top of the highest ridge beam,and the top of the highest vertical wall \ \ late.LL_ O AREA Note 6:Height/Setback ht/Setback Ratio Definition:A standard designed to regulate the height of a building in relation to the average grade of the � \ � PROPOSED(3)MIN 6' AREA 9 ( ) 9 9 9 9 9 v ILEX OPACA \ corresponding portion of the lot line from which it is set back.The ratio modifies the maximum permitted height of building by forming an inclined O 6855.E SC,. Feet �- AMERICAN HOLLY \` 1 plane beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the Z specified ratio above which no part of any building,other than minor architectural features such as chimneys.skylights and dormer windows not _ I I covering more than 10%of the entire roof area,shall be permitted to extend Height and setback shall be calculated using the formula � O o I� , I F - - 4- 1 height/setback=X,where X is the required side or front yard ratio for the zoning district in which a property is located as specified in Article VIII rn 20.0' of Chapter 250. \ U N 10.0'MIN. / \ '� °ca \` Ic SIDE YARD SETBAC \ BBQ I BUILDABLE Note 7:§250-61) in OPEN SPACE:Included in every lot hereafter developed In whole or part for residence,there shall be provided at least 0 O M IU_ STEPPING \ t AREA the area of open space specified in the Schedule of Regulations for each dwelling unit,which space shall be available and usable for outdoor DEMO EXISTING WOOD STONES\ _ _RAVER o ` recreation use and for household activities which are normal) carried on outdoors.No such area shall have a dimension smaller than 20 feet. z I DECK&STAIRS TO GRADE \ I p C i PATIb- � 1.8 - � I � \ � Note 8:Impervious Surface(Definition):All buildings,as defined herein,and all areas on the ground or elevated above the ground which are 0 ? \ NTING 128^ -�- ,` I 15.0'MIN. comprised of materials through which water cannot readily flow including,but not limited to,asphalt,concrete,masonry,wood,grave land clay, \ / �., \ a BED 1 ! \ SIDE YARD SETBACK and which consist of elements including,but not limited to,courtyards,sports courts,swimming pools,patios,sidewalks,ramps,terraces and -' L 29-- _ 129 I driveways. - - Wood Deck/ -j to 10.0' /_ 21.8 / \ Permitted Impervious Surface sf (Existing Lot Area Base Lot Area)x%of Lot Area over Base Lot Area+Base Lot Area.Permitted CO 3o v , I- i� - �_ _- Z SEMENT EGRESS Im ervious Surface= 6,855-6.000 x 0.27+2,900 1Z 130� 1-sTo Y � j STING Note 9:Existin,non-conformingcondition.No proposed increase in non-conformity. cn Water , ADDITION � B MTI 13 6.4' �-Ba m Util. _Util r CONDENSERS �� a ❑\-� 131� ,6 4' Floor Areas ExistingAddition Proposed Split Rail AC l OPEN WOOD c Garage 190 0 190 I Basement 946 0 946 Stl FRAMED DECK& I � 129� J L Fence `I. STEPS TO GRADE 1st Floor 1,028 152 1,180 c IO o \ 2nd Floor 893 0 893----- E � � � � Total 2,111 152 2,263 /qQ O 2-STORY RESIDENCE I \ i 9 I \ Addition Increase% Add.sflTotal sf - 7% Li-I O 1 Story `it _ I O i 13o Note 1:Gross Floor Area(Definition),Basements and cellars shall be excluded,except that 1 ` O FFE 134.1' g i 2-STORY RESIDENCE a� I ,L i for the purpose of calculation of gross floor area,a basement will be deemed a story if the � FLOOD PLANE ELEV. O i v w i finished ceiling is five feet or more above the mean level of the natural grade around the 1�,� o '9� O ar 131.5' d- I 1 AR i FFE 134.1' building and shall be included in the calculation of gross floor area. ^ `� `• o GARAGE ; FLOOD PLANE ELEV.131.5' Note 2:Per Gross Floor Area Definition,Gross Floor Area shall include Garage,First Floor ' and Second Floor.Basement is EXCLUDED from GFA. .L. GF EL i 1� Q P REVISION/SUBMISSION NOTES 132.5 FF Sill 134.1 \ N 131 i � N 6. I \ Impervious Areas Existin Addition Pro osed 1 PB FILING 3/29/2021 00 Z'9 ' 2` �. Residence 1219 152 1,371 gay RO Porch I zin R.O.PORCH Driveway 518 0 518 2 AMENDED V) I 1D32 2 I l Deck 239.8 -195 44.8 U- 1 Paver Patio 0 255 255 PB FILING 5/26/2021 Walkway&Stairs 237 0 237 .V 3 ARB FILING 6/11/2021 Flag Walk I DIY Total 2,214--_+_212 2,426 F 3 �" I I FLAG.WALK ?}Ill I \ 14 275 0 4 PERMIT FILING 7/6/2021 IY CA ,�• �z� 131 Impervious Areas In Front Yard ExistingAddition Proposed � � 5 WETLAND o }} m o I N q NON 132 N Drivewa 518 0 518 !P N V MITIGATION 132.E i-O I o i + ¢p � o I\ Walkway 8 Stairs 165 0 165 Drain N O I I \ EXISTING 132.E W I FILING 8/2/2021 I Total 683 0 683 132.E ~ I ASPHALT DRIVE O / N N AMENDMENT 9/15/2021 132.6 I N / \ FLOOD ELEVATION: 13Z.4 L• Asphalt + ••� •��� �� I W ��� I� 11 FLOOD ZONE:AE -1 �I ;p 1. FLOOD PLANE ELEVATION:131.1' NO PART OF THIS DOCUMENT MAY BE Drive / I 133 P. I 2 FIRST FLOOR ELEVATION.134.1' REPRODUCED,STORED IN ANY SYSTEM OF m °No I 2. NO EQUIPMENT OR FIXTURES WILL BE LOCATED WITHIN 24'OF THE FLOOD PLANE.ALL WORK SHALL BE ABOVE ELEVATION 133.5' ANY KIND.NOR DISTRIBUTED IN ANY WAY _ �----- - -------'c-- I \ J WITHOUT THE EXPRESSED WRITTEN r� Z I 3. NO NEW SITE EQUIPMENT IS PROPOSED PERMISSION OF THE ARCHITECT.IT IS A Twin 8" Tree ° ' R'0°2'20'E 60.00' 4. CONSTRUCTION SHALL BE ACCORDANCE WITH VILLAGE OF RYE BROOK CODE SECTION§130-16.C.(3)UTILITIES: VIOLATION OF THE NEW YORK STATE & 6" Tree N07 25 20'E 60.00 I ' (A)NEW AND REPLACEMENT ELECTRICAL EQUIPMENT,HEATING,VENTILATING,AIR CONDITIONING,PLUMBING CONNECTIONS,AND DOCUMENTS IN ATN°Y WAY ONCE THE SEAL OTHER SERVICE EQUIPMENT SHALL BE LOCATED AT OR ABOVE THE BASE FLOOD ELEVATION.ELECTRICAL WIRING AND OUTLETS, gY THE ARCHITECT EENCOP A FIX D2021 \ 1 1133 I SWITCHES,JUNCTION BOXES AND PANELS SHALL BE ELEVATED TO OR ABOVE THE BASE FLOOD ELEVATION UNLESS THEY CONFORM TO THE APPROPRIATE PROVISIONS OF THE ELECTRICAL PART OF THE BUILDING CODE OF NEW YORK STATE OR THE RESIDENTIAL CODE OF project I / ` NEW YORK STATE FOR LOCATION OF SUCH ITEMS IN WET LOCATIONS; (B)NEW AND REPLACEMENT WATER SUPPLY SYSTEMS SHALL BE DESIGNED TO MINIMIZE OR ELIMINATE INFILTRATION OF FLOODWATERS 0504.00 13.5 13L Asphalt Curb 131.3 + + INTO THE SYSTEM; 133.5 132.5 131.3 (C)NEW AND REPLACEMENT SANITARY SEWAGE SYSTEMS SHALL BE DESIGNED TO MINIMIZE OR ELIMINATE INFILTRATION OF date KNOLLWOOD DRIVE APPROXIMATE LINE OF KNOLLWOOD DRIVE APPROXIMATE LINE OF FLOODWATERS.SANITARY SEWER AND STORM DRAINAGE SYSTEMS FOR BUILDINGS THAT HAVE OPENINGS BELOW THE BASE FLOOD EXISTING 100'WETLAND EXISTING 100'WETLAND ELEVATION SHALL BE PROVIDED WITH AUTOMATIC BACKFLOW VALVES OR OTHER AUTOMATIC BACKFLOW DEVICES THAT ARE 2/18/21 BUFFER _ BUFFER INSTALLED IN EACH DISCHARGE LINE PASSING THROUGH A BUILDING'S EXTERIOR WALL.,AND (D)ON-SITE WASTE DISPOSAL SYSTEMS SHALL BE LOCATED TO AVOID IMPAIRMENT TO THEM OR CONTAMINATION FROM THE DURING scale FLOODING. AS NOTED Villa: �'f✓o of ..� ,-� �-:M 17 1-C� Archite aural l _ `` i r dravinng 4tle Approval Date. REVSITE PLAN & LA�SDhairma�: I 2 1 2021 ZONING LANDSCAPING NOTES: , -�. AT SEP 1.EXISTING LANDSCAPING IS ILLUSTRATED AS PER PLAN APPROVED BY PLANNING 17D BOARD AS PREPARED BY BENEDICT A.SALANITRO,P.E.&DATED 10/3/2005 "~' SITE PLAN BASED ON SURVEY PREPARED BY SPINELLI SURVEYINGMel &DATED 1/25/2021. `^' R drawing number 2. 0 PROPOSED PLANTING Q{ ! i t 1�!!���^' GULL.DIN" DE PAR t MtENT EXISTING SITE PLAN 2 1PROPOSED SITE PLAN 3 ZONING TA IONS SP=1 SCALE.1 10 0 SCALE.1 10 0 REFERENCE:IN ACCORDANCE WITH THE VILLAGE OF RYE BROOK ZONING ORDINANCE KTM Architect, NCARB Kimberly Tutera Martelli,PLLC 700 Fenimore Road,2nd Floor DEMO EXISTING DECK AND RAILING Mamaroneck,NY 10543 DEMO EXISTING DEMO EXISTING ,�� www.ktmarchitect.com STAIRS AND DECK&FRAMING r� DEMO WINDOWS AND DOORS 914 481-8877 FRAMING --a--------a------- �_--- r c-*-a EXISTING BILCO ' ' �— TO REMAIN ;'' GC TO PROVIDE TEMP SHORING DEMO ROOF FS�T - ----�.. -- 214'LE-11 FAMILY ATH 0 ROOM EATIN KITCHEN BEDROOM#1 sTrAen MBATHR AREA .o o O sr+ov�t: i I C L. W e � II cu ONCAAoe� _-- - C L.. > pteeva,. 0 ' GARAGE " CL. dCL MASTER L z BEDROOMU") LIVING DINING O U ROOM ROOM BEDROOM#2 wlc U) 0 IF z J 0 (1) 3: L O EXISTING BASEMENT FLOOR PLAN 2 EXISTING FIRST FLOOR PLAN 3 EXISTING SECOND FLOOR PLAN 06 SCALE.1/8-1-0 SCALE.1/8-1-0 SCALE.1/8-1-0 O eeeeeeeere� ca m o -- - z �- �� � w _ - - CM 1 ECO 16'-10" -- D FLOOR CEILING SE O D FLOOR CEILING co I— I �-Oniicoo-N SECOND FLOOR D FLOORIE _ I ���0 ®� m oaaa � �C10� �ormcc�►�i n 00, � �rehrzlm I 'oe;eoeud4eeee licun,nd FIRST FLOOR — U�_ uurer FIRSTFLOOR DEMO EXISTING DECK REVISION/SUBMISSION NOTES &STAIRS TO GRADE 1 PB FILING 3/29/2021 2 AMENDED PB FILING 5/26/2021 3 ARB FILING 6/11/2021 4 PERMIT FILING 7/6/2021 4 EXISTING SOUTH (FRONT) ELEVATION 5 EXISTING WEST(SIDE) ELEVATION SCALE.1/8-1-0 SCALE:1/4"=1'-0" RED PART RE THIS DOCUMENT MAY BE REPRODUCED.STORED IN ANY SYSTEM OF ,{ ANY KIND,NOR DISTRIBUTED IN ANY WAY ` WITHOUT THE EXPRESSED WRITTEN -%V TIEPERMISSION OF THE ARCHITECT.IT IS A IOLATION OF THE NEW YORK STATE UCATION LAW TO ALTER THESE UMENTS IN ANY WAY ONCE THE SEAL NATURE HAVE BEEN AFFIXED -- — E ARCHITECT.COPYRIGHT C"2021 Project: 0504.00 —�16��-1��0" 24 --��16'��10" - - ---- - -- S"0" FLOOR CEILING �` CO ND FLOOR CEILING - _-—_ _— - _-- date io — - -- -— — - 2/18/21 - =-_ — _ 10� 0" 'SECOND FLOOR ' 1 __—---- scale. --- -------- 034 271J ;;..���,�,� ��� 'SECOND FLOOR ---- — --- — 4f�L-r--��'-le, --- -- ---- — AS NOTED �.f� Ifs ���,�i�fi�J'`,,,, LLLLI�T%}++I�1 ti�i%,�iiji%irTl,,,r++ —__----- —_ OFN�GO �• ;�i:;;:i;;:%;:,F-f-i,,,F++4,,,1-1-i t!. ' —_-- --_--------_—- drawn title .�r.-4. g u�reare r�n�n nnnn nri1irp FnFn - - -- -- �lfe9no�'ti�rtennfl , 'enouaeoeu"ueeeueeee'4eeee"eee"oeueuo Ill e'bueeeee' ---- - - 4euecelleo'4tl�"oneen'6ee,emnm' 4'-0° i'IU,-fu''�U1rlU"U11111D'eJlllllell"Lei' j01-T ___ -- — — __,UflC�IJ"611tlLU'IP1IP11' IRST FLOOR _]- _ __ [_ 'FIRST FLOOR ———— — — - -� __ ---- ------- ——— EXISTING ------ -rl-- -r7----n-------ter- t-t- n DEMO EXISTING DECK DEMO EXISTING DECK CONDITIONS &STAIRS TO GRADE &STAIRS TO GRADE drawing number 6 EXISTING NORTH (REAR) ELEVATION 7 EXISTING EAST(SIDE) ELEVATION EC=1 SCALE:1/4"=1'-0" SCALE:1/4"=1'-0" _ 22' Door Schedule -,V_�' KTM � GUTTER AND DOWNSPOUT TO MATCH Size(R.O.only Manufacturer/Model Material Style OVERHANG cD EXISTING Architect,NCARB q �, Kimberly Tutera Martelli,PLLC 1 Mechanical Room 30"x 80" ThermaTru/S2600 Fiberglass Full Lite W/Blinds Between the Glass Swing Factory Finish Lockset 8 Deadbolt - ;� ° o ASPHALT SHINGLES PROVIDE ICE AND SNOW SHIELD LINING Note 1;Where applicable,door grille pattern shall match window grille pattern,unless noted otherwise. o N TO MATCH EXISTING] ` AT ALL EAVES,VALLEYS,AND DORMER 700 Fenimore Road,2nd Floor Note 2:GC door order shall be approved b Architect and Homeowner prior to purchase. tl WALLS,ONE LAYER SHINGLE FASHION 8 Mamaroneck,NY 10543 O LAPPED 2".UNDERLAYMENT AT EAVES www.ktmarchitect.com Note 3:Arry discrepancy in door size ie replacement of eAsti n doors shall be documented to the Architect for clarification. a TO EXTEND FROM EAVE EDGE TO 36" 914 481-8877 Note 4:Doors shall be standard manufacturer sizes;no custom doors unless authorized by Homeowner. INSIDE OF WALL LINE OF BUILDING,TYP. Note 5:Architectural Drawings are not to be scaled. Noted 6:Door Hinges shall match existing and provided by GC.HO to provided door hardware ------ -- e- 0 oO Window Schedule ' BATH CD NEW CONSTRUCTION MASTER INC]or REPLACEMENT[R] BEDROOM#1 BATH Window Designation Location Quanti or EXISTING FEI Type of operation Series/Model Rough ODening ♦ " A Family Room 2 NC Double Hung 400 Series/TW21046-2 72-1/4"x 56-7/8" o w icahons are n ersen eves,un ess no e o erwise. azm s a ow-. T Note 2:Grilles shall be 6 over 6 grilles,removable interior grille to match existin Note n ow o er a a rov r an Homeowner nor o purchase. o e minimum of one a ress win ow Ur sleeeing room snall De eroviclea. 71 I- \ Note Any discrepancy in model a R.O.Shall be documented to the Architect for clarification. .provided or GC reference only,but shall be verified with ormal window quote&approved order prior to framing of any new or amended existing openings. Note 6:Windows shall be standard manufacturer sizes;no custom windows unless authorized by Homeowner. > O Note 7:For windows with sill heights less than 24"above the finished floor AND greater than 72"(6-feet)above the exterior,adjacent grade,include WINDOW CL. OPENING CONTROL DEVICES WOCD with submittal ii urchase order. Note 8:Architectural Drawings are not to be scaled. ! LO n, Note 9:New windows maynot be smaller in clear o enable dimension/area orglazingarea than existingwindows. ' (D Note 10:R310.2.5 Replacement windows.Replacement windows installed in buildings meeting the scope of this code shall be exempt from the maximum sill height CL. O V requirements of Section R310.2.2 and the requirements of Section R310.2.1,provided that the replacement window meets the following conditions: --------- 1.The replacement window is the manufacturers largest standard size window that will fit within the existing frame or existing rough opening.The replacement window is of the same operating style as the existing window or a style that provides for an equal or greater window opening area than the existing CL. MASTER window. BEDROOM � 2.The replacement window is not art of a change of occupancy. CU Note 11 Q -All glazing less than 18"above the finished floor/surface and in bathrooms ♦A Z "V/ INSULATION SPECIFICATIONS O BEDROOM#2 r� EXISTING EXTERIOR 2x4 WALL R-15 BATT INSULATION WIC O FLOOR OVER UNHEATED SPACE R-30 BATT INSULATION ROOF R49 BATT INSULATION O 06 ROOF<14"CAVITY PROVIDED R49 CLOSED CELL SPRAY FOAM O NOTES: J E 1.INSTALL BATT INSULATION THROUGHOUT RESIDENCES,UNO 2.INSULATION SHALL BE INSTALLED AT MAX.FEASIBLE R-VALUE WITHIN 0� ca EXISTING FRAMING CAVITIES O 3.INSTALL R-8 INSULATION AT EXPOSED DUCTWORK IN UNCONDITIONAL SPACES z NOTES: —I 3 PROPOSED SECOND FLOOR PLAN W SCALE:1/4"=V-0" 4'.4 4"CONCRETE LANDING \ 28'-5" 2x12 P.T.CARRIAGES 36"HIGH CONTINUOUSHANDRAIL IL 4 (3)9-1/4"LVL HEADER WITH 6x6 (2)2xl0 HEADER 22' POST ON EACH SIDE. EXTERIOR WALL RECONSTRUCTION (2)2x10 HEADER EXTENDED JOIST - 12"DIA.CONC.SONOTUBE -2x6 WOOD STUD AT 16"O.C. O1 INTO EXISTING WITH 24 DIA BIG FOOT °? 2'-1" 6'-6" 6- -7/16"CDX PLYWOOD SHEATHING 12"DIA.CONC.SONOTUBE ( `r STRUCTURE �* - i SEPARATED FOOTING � ` -WEATHER BARRIER 6x6 P.T.WOOD POST 6'-3 1/4 EQ. EQ. 6x6 P.T.WOOD POST 36"HIGH CONTINUOUS ® / � I -MASONRY EXTERIOR FINISH - GUARDRAIL v -12" WATT INSULATION DN r r -1/2"GWB,TAPED SPACKLE PAINTED w �- 6'-&' , 21'-1" 6 (3)11-7/8"X1-314"THICK LVL+(2) { ! ! 3/8"X11"DEEP STEEL FLUSH co o v I w 1 BUILT-IN FLITCH BEAM WITH 4x8 WOOD c R-30 CLOSED CELL '' POST AT EACH END.POST DOWNcc. REVISION/SUBMISSION NOTES (2)SEPARATED PIERS AT S`� S`� SPRAY FOAM WITH i n r \ COMPOSITE 4' 2' TO FOUNDATIONS ADDITION AND DECK LL LL }}5/8"CDX PLYWOOD I DECKING 1 PB FILING 3/29/2021 °; Roots 2 AMENDED OR(1)PIER AT DECK m m AND AT ADDITION - © •-•- •-•-• PBFILING 5/26/2021 3 ARB FILING_ 6/11/2021 4 PERMIT FILING 7/6/2021 c� z J U STORAGE 0 m a" !? KITCHEN X I.- N @ I t Z~ I o O O 0 O O / NO ART OCUMENT MAYBE C D IN ANY SYSTEM OF tE 1 S TED IN ANY WAY T E WRITTEN j I I ` O ECT.IT IS A E STATE UP SE / O MEN RE W DE SEAL SLAB ON GRAD t+ RCHI P I 2021 jact GARAGE CL. Y / one504.00 ] 2/18/21 N I scale: LIVING ROOM 'I a� 7 AED DINING S NOT i ROOM GF O dNW_.'_0 (� PROPOSED FLOOR PLANS i PLAT drawing number L OPOSED BASEMENT FLOOR PLAN 2 PROPOSED FIRST FLOOR PLANALE:1/4"=1'-0" SCALE:1/4"=1'-0" KTM Architect,NCARB Kimberly Tutera Martelli,PLLC 700 Fenimore Road,2nd Floor Mamaroneck,NY 10543 www.ktmarchitect.com 914 481-8877 Flit 11.1 It, I I I I I I I I I I 1 I i I I _FT I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1� 6'-10" _-- -- �-16'-10 SECOND FLOOR CEILING -- -- - Ste' ECOND FLOOR CEILING 1 I IUJ �I II I ! ASPHALT SINGLES TO MATCH /tl♦ 1 — — - --- -- _- EXISTINGzz ♦V♦/ I I WHITE ALUMINUM GUTTER 3„12 O V 8-�0' i I I I ! i B 10' SECOND FLOOR I I • I { I I I I SECOND FLOOR -- — I 1 _ I — / ` HARDIE PLANK SIDING TO ! I _ MATCH EXISTING Q -- TIMBERTECH CLASSIC- •- c ! _ __ -_ COMPOSITE RAIL SYSTEM O �J aaa� T I --- eo TIMBER TECH WEATHERED TEAK COMPOSITE DECKING O 2Nizzl ua _ 6"SPHERE UNABLE TO PASS THROUGH OPENING O 4"SPHERE UNABLE TO �. �}-a- � � — �_o'-0—" PASS THROUGH OPENING n� T FIRST FLOOR ! I L! _ T FIRST FLOOR vv 0 .J10 E ]Milli co 0 W TREX LATTICE WORKS PVC LATTICE Uj i>> L M PROPOSED SOUTH (FRONT) ELEVATION 2 PROPOSED WEST (SIDE) ELEVATION AC SCALE:1/4=1-0 SCALE:1/4-1-0" � v REVISION/SUBMISSION NOTES 034216 1 PB FILING 3/29/2021 I it N 2 AMENDED OF �;� PB FILING 5/26/2021 11 3 ARB FILING 6/11/2021 I I _ 4 PERMIT FILING 7/6/2021 -- - 16•-10" — - SECOND FLOOR CEILING -- -- - -- - - SECOND FLOOR CEILING i co NO PART OF THIS DOCUMENT MAY BE REPRODUCED,STORED IN ANY SYSTEM OF ANY KIND,NOR DISTRIBUTED IN ANY WAY ASPHALT SHINGLES —fO I - ASPHALT SHINGLES WITHOUT THE EXPRESSED WRITTEN TO MATCH EXISTING I _ __, "3.. TO MATCH EXISTING PERMISSION OF THE ARCHITECT.IT IS A VIOLATION OF THE NEW YORK STATE ! ' I T I 8'-10• -� — — 8'-10" EDUCATION LAW TO ALTER THESE SECOND FLOOR - SECOND FLOOR'� DOCUMENTS IN ANY WAY ONCE THE SEAL HARDIE PLANK SIDING TO - &SIGNATURE HAVE BEEN AFFIXED MATCH EXISTING I I - BY THE ARCHITECT.COPYRIGHT 2021 IN, 3_ I = WHITE ALUMINUM GUTTER project HARDIE PLANK SIDING TO 0504.00 o MATCH EXISTING c date to io Lij TIMBERTECH CLASSIC COMPOSITE RAIL SYSTEM — 2/18/21 TIMBER TECH WEATHERED — scale TEAK COMPOSITE DECKING � AS NOTED FIRST FLOOR ill - FIRST FLOOR N ' I �\1 I(� dn3wing We .•' � }Yv'Y'Y �4� �y�u�,�fX�c "r`•'I{C�h��`(�� '?'.y��}�j<:�;�1:<�G \ ` M C' �i�`��r �\ �'I•I�I T1= 'Y Y - 1.� PROPOSED TREX LATTICE WORKS PVC V TREX LATTICE WORKS PVC ELEVATIONS LATTICE LATTICE drawing number 3 PROPOSED NORTH (REAR) ELEVATION 4 PROPOSED EAST(SIDE) ELEVATION A=2 SCALE:1/4"=l'-0" SCALE:1/4"=1'-0" HEATING,VENTILATION &COOLING 1.ALL MECHANICAL WORK(FURNACE,BOILERS,HVAC,HOT WATER, 12.BATHROOMS AND LAVATORIES WITHOUT OPERABLE WINDOWS OR KTM ETC.)SYSTEMS,AND INSTALLATION SHALL BE IN ACCORDANCE WINDOWS WITH LESS THAN 1.5 S.F.OPENING SHALL BE MECHANICALLY Architect NCARB WITH THE NYS UNIFORM BUILDING AND FIRE PREVENTION CODE AND VENTED TO EXTERIOR.INTERMITTENT VENTILATION TO BE MIN 50 CMF. 1 1 INDUSTRY STANDARDS. CONTINUOUS VENTING TO BE MIN.20 CFM. Kimberly TUtera Martelll,PLLC 2.THE SYSTEMS SHALL BE DESIGNED AND GUARANTEED BY THE 13.ALL HABITABLE ROOMS SHALL HAVE MINIMUM 700 Fenimore Road,2nd Floor MECHANICAL SUBCONTRACTOR TO MEET AND/OR EXCEED THE (Q 8%NATURAL LIGHT or SUPPLEMENTED ARTIFICIAL LIGHTING, Mamaroneck,NY 10543 FOLLOWING REQUIREMENTS.MAINTAIN 70 f INSIDE WHEN THE MIN.6fcAT30"A.F.F. WWW.ktmarchitect.com OUTSIDE TEMPERATURE IS 100 F AND MAINTAIN 70 F INSIDE WHEN (11)4%NATURAL VENTILATION or SUPPLEMENTED MECHANICAL 914 481-8877 THE OUTSIDE TEMPERATURE IS 0 F. VENTILATION (ui)MIN.0.35 AIR CHANGES/HR or SYSTEM W115 CFM OUTSIDE AIR 3.ALL HEATING LINES SHALL CONTAIN ANTIFREEZE. 14.EXISTING HEATING&COOLING SYSTEMS&EQUIPMENT SHALL BE 4.LOCATE ATTIC MECHANICAL UNITS ON GALVANIZED DRIP PANS, EXTENDED TO SERVE ADDITION. DRAINED. 15.WHERE SPECIFIED,RETURN AIR WALL REGISTERS&ASSOC. 5.ALL DUCTS SHALL BE FIBERGLASS INSULATED TYPE(EXCEPT DUCTWORK SHALL BE INSTALLED BETWEEN FLOOR JOISTS or TIGHT GALVANIZED UNDERSLAB DUCTWORK). TO CEILING SUBSTRATE AT PERIMETER OF ROOM(S)TO MAINTAIN CEILING HEIGHT&CLEARANCES. 6.THE MECHANICAL SUBCONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE GENERAL CONTRACTOR FOR APPROVAL 16.THE MECHANICAL SUBCONTRACTOR SHALL BE RESPONSIBLE FOR PRIOR TO COMMENCEMENT OF ANY WORK. SCHEDULING INSPECTION OF EQUIPMENT PRIOR TO&FOLLOWING INSTALLATION.EQUIPMENT.ARCHITECT SHALL BE PRESENT FOR j//%/,,. / fps%//////////// 7.EACH SYSTEM SHALL BE SEPARATE AND COMPLETE WITH EACH INSPECTIONS WHERE MUNICIPALITY REQUIRES&AS REQUIRED FOR i� SYSTEM HAVING SUPPLEMENTAL STRIP HEAT. PREPARATION AND ISSUE OF AFFIDAVIT OF SYSTEM INSTALLATION. % 44"AFF % 8.ALL MECHANICAL UNITS IN ATTIC SHALL BE LOCATED IN SUCH 17.THE MECHANICAL SUBCONTRACTOR SHALL PROVIDE EQUIPMENT / MANNER THAT THEY SHALL NOT CAUSE AN OBSTRUCTION TO OPERATION MANUALS&ASSOCIATED WARRANTIES FOR ALL Uj GFI FUTURE ATTIC FLOORING. INSTALLED EQUIPMENT.OWNER MAY SEEK MAINTENANCE/SERVICE CONTRACT FROM INSTALLER WHERE SUCH SERVICES ARE AVAILABLE. O i ALk n O A 0 9.PROVIDE THE PROPER FIRE RATED SEPARATION AT THE M/ `� „ _ % MECHANICAL ROOM(FURNACE,HVAC,HOT WATER,ETC.). 18.EXISTING HEATING&COOLING SYSTEMS SHALL BE EVALUATED BY A\ j -_-� �_ -�� � Uj �- j AN HVAC SERVICE PROFESSIONAL AT THE OWNER'S DIRECTION FOR V/ %i , I % 10.INSTALL VENTS FROM CLOTHES DRYER(S)PER ADEQUACY TO SERVE PORTIONS OF THE PROPOSED ADDITIONS AND O U -- - MANUFACTURER'S-f SPECIFICATIONS. ALTERATIONS.WHERE REQUIRED,NEW HVAC SYSTEMS SHALL BE/ EVALUATED,SIZED,SELECTED&SPECIFIED BY AN HVAC PROFESSIONAL. 11.BACKDRAMETAL.FT DAMPER EXHAUST DUCTS TLENGTH SHALLO BE MIN.0.016-IN C) RIG 60"AFF A � A I I A P OIVIDE BOOS ERI ZONTAL FAN IF LENGTHS EXCEEDOTHAN 25 FDT. FT. - Cn ELECTRICAL NOTES J L I 1.ALL OUTLETS FIXTURES AND ALL OTHER ELECTRICAL WORK 17 ELECTRICAL OUTLETS ABOVE ALL COUNTERTOPS SHALL BE O • SHALL BE PLACED,AND INSTALLED AS PER THE RESIDENTIAL MOUNTED AT THE CENTERLINE 44"ABOVE THE FINISHED FLOOR, �O �� 0 / o O O CODE OF NYS UNIFORM BUILDING AND FIRE PREVENTION CODE, TYP..U.N.O. O THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND A A ice/ A i O O O THE LOCAL UTILITY CO. 18.ELECTRICAL OUTLETS ABOVE BATHROOM LAVATORIES SHALL BE MOUNTED ABOVE BACKSPLASH&BELOW MIRROR,U.N.O. / I 2.EXISTING ELECTRICAL SERVICE TO BE EVALUATED FOR REFER TO INTERIOR ELEVATIONS WHERE PROVIDED. O ADEQUACY OF CAPACITY TO SERVE NEW&ALTERED SPACES BY A 06 l LICENSED ELECTRICIAN ENGAGED BY THE GC or HOMEOWNER. 19.LIGHTING SWITCH STYLE TO BE SELECTED BY HOMEOWNER J I I 3.INSTALLATION OF NEW or ADDITIONAL ELECTRICAL PANEU 20.INSTALL SWITCHES AT THE CENTERLINE @ 48"A.F.F.,TYP.,U.N.O. O SUB-PANEL SHALL BE PENDING EVALUATION INDICATED ABOVE. E 21.EXTERIOR LIGHTING SHALL INCLUDE NEW FIXTURES PER ICU 4.NEWLY INSTALLED ELECTRICAL PANELS SHALL BE FULLY ELECTRICAL PLAN,BUT MUST INCLUDE LIGHTING AND ONE(1) O r-� RECESSED AND HAVE ALL CIRCUITS CLEARLY LABELED.A GFI OUTLET AT ANY&ALL EXISTING&PROPOSED MEANS OF ' MINIMUM OF 20%OF CIRCUITS SHALL BE FOR FUTURE USE FOR EGRESS. • ' EACH PANEL USED. z 23.ALL RECESSED LIGHTS TO MEET'IC"REQUIREMENTS FOR 5.LOCATION of FIXTURES ARE APPROXIMATE&ARE PROVIDED TO AIR INFILTRATION. ILLUSTRATE AESTHETIC,ILLUMINATION ADEQUACY AND �e w ■ ' HOMEOWNER REQUESTED ELECTRICAL SERVICES.LOCATE 24.INSTALL WALL SCONCES @ 80"A.F.F..U.N.O. FIXTURES SYMMETRICALLY WITHIN CEILING AREAS WHERE FEASIBLE. 25.HALOGEN LIGHTING/BULBS SHALL NOT BE USED UNLESS 6.GRAPHICS&LEGEND ARE PROVIDED FOR ILLUSTRATIVE SPECIFICALLY REQUESTED BY THE HOMEOWNER. PURPOSES ONLY. 26.ALL RECESSED LIGHTING TO BE INSTALLED ON DIMMER SWITCHES,INCLUDING MULTIPLE SWITCHES SERVING A 7.THE ELECTRICAL CONTRACTOR SHALL NOT DRILL OR CUT ANY SINGLE CIRCUIT OF FIXTURES,U.N.O. STRUCTURAL GIRDERS,HEADERS AND BEAMS WITHOUT PRIOR �-/ CONSENT FROM THE ARCHITECT. 27.ALL LIGHTING&SWITCHED SERVICES SHALL BE INSTALLED ON SEPARATE SWITCHES.U.N.O. &THE CONTRACTOR SHALL CONSULT AND COORDINATE WITH NOTES: OTHER TRADES INVOLVED WITH THIS PROJECT PRIOR TO 28.N0"MINI"ROCKER SWITCHES TO BE USED UNLESS EXPLICITLY L/T 1. NO EQUIPMENT OR FIXTURES WILL BE INSTALLATION. DIRECTED BY HOMEOWNER. LOCATED WITHIN 24"OF THE FLOOD PLANE. 9.ELECTRICAL CONTRACTOR SHALL COMPLETE WALK-THRU WITH 29.ALL SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE �- ALL WORK SHALL BE ABOVE ELEVATION HOMEOWNER PRIOR TO HARDWIRING FIXTURES&SHALL OBTAIN HARDWIRED AND INTERCONNECTED.EACH WITH BATTERY BACK-UP. 133.5' OWNERS APPROVAL PRIOR TO RELOCATION OF ANY SPECIFIED FIXTURES OUTLETS&CONTROLS. 30.PROVIDE ONE SMOKE DETECTOR IN EVERY SLEEPING ROOM. I2. NO NEW SITE EQUIPMENT IS PROPOSED OUTSIDE SLEEPING AREAS AND AT LEAST ONE ON EVERY FLOOR. � 3. CONSTRUCTION SHALL BE ACCORDANCE 10.GC SHALL PURCHASE&INSTALL ALL RECESSED LIGHTING.ALL� OTHER FIXTURES SHALL BE PURCHASED BY OWNER.INSTALLED BY 311OCATE SMOKE DETECTORS ON FLAT CEILINGS NO CLOSER WITH VILLAGE OF RYE BROOK CODE GC.U.N.O. THAN 16"FROM WALL. SECTION§130-16.C.3.REFER TO NOTE ON REVISION/SUBMISSION NOTES 11.TELEPHONE AND TELEVISION OUTLETS SHALL BE WIRED TO 32.PROVIDE ONE CARBON MONOXIDE DETECTOR AT ALL FLOORS 3/SP-1 LOCAL PROVIDERS SPECIFICATIONS TO A POINT OF ENTRY WITH GAS COMBUSTION AND ALL FLOORS DIRECTLY ABOVE OR APPROVED BY OWNER UNLESS SHOWN ON PLANS OTHERWISE. BELOW FLOORS WITH GAS COMBUSTION. 1 PB FILING 3/29/2021 12.THE HOMEOWNER SHALL PROVIDE MECHANICAL EXHAUST 33.WHERE INSTALLED.WHOLE HOUSE OR ATTIC FAN SHALL BE 2 AMENDED EXISTING ®REPLACEMENT NEW FANS;FOR ALL RANGES,AND IN ALL LAUNDRY,TOILET,TUB. CONNECTED TO THE SMOKE DETECTORS WITH AN AUTOMATIC SHUT PB FILING 5/26/2021 AND SHOWER AREAS. OFF IN CASE OF FIRE. 13.ALL FAN FIXTURES SHALL BE SWITCHED SEPARATELY AND 34.PROVISION OF PORTABLE FIRE EXTINGUISHERS,AS REQUIRED 3 ARB_FILING _ 6/11/2021 3 FIRST FLOOR SCHEMATIC MEP PLAN VENTED TO THE EXTERIOR. BY NYS FIRE CODE SHALL BE AT THE DISCRETION OF THE FIRE 4 PERMIT FILING 7/6/2021 SCALE:1/4"=1'•0" CODE ENFORCEMENT OFFICIAL. - ------ - --- - -- - 14.AFCI PROTECTION IS REQUIRED ON ALL BRANCH CIRCUITS ELECTRICAL LEGEND: LIGHT FIXTURE LEGEND: HVAC LEGEND: SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT 35.INSTALL(1)HEAT DETECTOR IN MECHANICAL ROOM. -- - KITCHENS,FAMILY ROOMS,DINING ROOMS,LIVING ROOMS, PARLORS,LIBRARIES,DENS,BEDROOMS,SUNROOMS.RECREATION 36.KITCHEN INCLUDES UNDER CABINET LIGHTING AT LOCATIONS PER DUPLEX GROUNDED TYPE RECEPTACLE(20A,125V) NEW CONSTRUCTION INCANDESCENT HOUSING ROOMS,CLOSETS,HALLWAYS,LAUNDRY AREAS,OR SIMILAR PLAN.UNDER CABINET LIGHTING SHALL BE LED TYPE ON A DIMMER A Op WITH 5"DIA.RETROFIT LED DIMMABLE KITS-HALO, M EXTERIOR WALL MOUNTED FIXTURE CEILING RETURN REGISTER ROOMS OR AREAS. SWITCH AND ALL LIGHTS CONTROLLED BY ONE SWITCH. '1 MAXXIMA or EQUAL WITH WHITE,5"DIA (MS=MOTIONED SENSORED)TRIM KIT. FURNACE(NEW or REPLACEMENT ® DOUBLE DUPLEX GROUNDED TYPE RECEPTACLE(20A,125V) F 15.THE ELECTRICAL CONTRACTOR SHALL PROVIDE A SWITCH 37.ALL CLOSET LIGHTING SHALL BE DOOR ACTIVATED.TYP 3000K SHALL MEET NYSECCC and SHALL FOR THE DISHWASHER LOCATED IN THE SINK BASE CABINET. EXTERIOR HUNG FIXTURE NEW CONSTRUCTION WATERPROOF INCANDESCENT N BE MIN.95%EFFICIENT) CEILING SUPPLY REGISTER 38.NOT LESS THAN 75 PERCENT OF THE LAMPS IN P QUAD GROUNDED TYPE RECEPTACLE(20A,125V) A NT MAY BE (WWp)Q HOUSING WITH 5"DIA.RETROFIT LED DIMMABLE 16.ELECTRICAL OUTLETS SHALL BE MOUNTED AT 13"ABOVE THE INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFF p O O EANY SYSTEM OF KITS-HALO.MAXXIMA or EQUAL WITH WHITE.5"DIA. O O EXTERIOR GROUND MOUNTED FIXTURE FINISHED FLOOR,TYP..U.N.O. NOT LESS THAN 75 PERCENT OF THE PERMANENT IN L D D IN ANY WAY �{ GFI DUPLEX RECEPTACLE 20A,125V GROUNDED.MOUNT TRIM KIT. C CONDENSOR(NEW or REPLACEMENT IF A LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH F THOU P WRITTEN *GFI SHALL MEET NYSECCC and SHALL WALL RETURN REGISTER IRC N1104.1.1. E SSIO H CT.IT IS A APPLIANCE CONVENIENCE OUTLETS 13"A.F.F.U.N.O. ® PLUMBING: �' ON E Al INTERIOR WALL WASHER P EXTERIOR CEILING MOUNTED FIXTURE BE MIN.13 SEER) ATtON LA AL EFFL� ESE TE :0:USB OUTLET BY LUTRON W/POWER&USB UM TS IN THE SEAL /� EXTERIOR FLOOD LIGHT D �SA(TK� N E H TEEN RI ED B 0 INTERIOR CEILING MOUNTED FIXTURE Q ?� AH AIR HANDLER(WI FAN COIL 1{�F-► ALL SUPPLY REGISTER 1.ALL PLUMBING WORK EQUIPMENT AND FIXTURES SHALL BE 10.THE PLUMBING CONTRACTOR SHALL NOT I R TE PYRIG 02021 $ SWITCH (MS=MOTIONED SENSORED) WHERE HEATING APPLIES) (TK:TOE KICK SUPPLY REGISTER) PLACED AND INSTALLED PER THE NEW YORK STATE UNIFORM STRUCTURAL GIRDERS,HEADERS,BEAMS WI 0 project: CABLE/TE110. (PRIMARY,LN DATA SERVICE BUILDING LOCATION) (; INTERIOR MINI-PENDANT.INSTALL W/DIMMER R O UTILITY LIGHT BUILDING&FIRE PREVENTION CODE AND INDUSTRY STANDARDS. CONSENT FROM THE ARCHITECT. BOILER(NEW or REPLACEMENT SHALL ® FLOOR RETURN REGISTER 2.EXISTING PLUMBING SERVICE TO BE EVALUATED FOR ADEQUACY 11.THE CONTRACTOR SHALL VERIFY WITH TH WNER LL 0504.00 D CABLE/TELE/DATA SERVICE MEET NYSECCC and SHALL BE MIN. OF CAPACITY TO SERVE NEW&ALTERED SPACES BY A LICENSED FIXTURES,MODELS,COLORS ETC.PRIOR TO O ER G. UTILITY SERVICE METER D O INTERIOR CEILING-HUNG PENDANT LIGHTING S 12.THE PLUMBING CONTRACTOR SHALL VERIFY D D GARAGE DOOR OPENER 95%AFUE EFFICIENT) PLUMBER ENGAGED BY THE GC OR HOMEOWNER. date � FLOOR SUPPLY REGISTER Q INTERIOR VANITY WALL-MOUNTED SCONCE ® 3.SUPPLY LINES SHALL BE COPPER,U.N.O.PEX MAY BE INSTALL PIPE LOCATIONS WITH OTHER TRADES INVOLVE 1 2/18/21 ELECTRICAL PANEL E v I S THROUGH WALL A/C UNIT ONLY HOT&S AUTHORIZED BEBY INSULATED MUNICIPALITY.ALL WATER LINES JOB PRIOR TO INSTALLATION. D HEAT DETECTOR COMBINATION BATH FAN/LIGHT,50 CFM MIN. I T T 13.THE PLUMBING CONTRACTOR SHALL PROVIDE SH �O scale ® F/L F(g] ALL EXHCOMBINATION FANS SHALL BE VENTED M EXTERIOR. � MINI SPLIT UNIT 4.WASTE AND VENT LINES ABOVE GRADE SHALL BE PVC AS PANS UNDER CLOTHES WASHER WITH A DRAIN CON NE O� O (F)FAN ONLY ICJ (HVAC)HEATING&COOLING 10" RIGID DUCTWORK AUTHORIZED BY MUNICIPALITY. TO THE WASTE PLUMBING SYSTEM. AS NOTED THERMOSTAT T EXTERIOR STEP MOUNTED FIXTURE (A/C)COOLING ONLY 5.SUPPLY.WASTE AND VENT LINES BELOW GRADE&WHERE 14.THE PLUMBING CONTRACTOR SHALL PROVIDE WHOLE HARDWIRED SMOKE DETECTOR CONNECTED TO 120v W/ G _A INTERIOR WALL MOUNTED SCONCE WH GAS-FIRED WATER HEATER ` '► ROUTED THRU CONCRETE AND/OR MASONRY WALLS SHALL HOUSE BACK-FLOW PREVENTION VALVES AND ADEQUATE drawing title: OSD VISUAL AND AUDIBLE ALARM.PROVIDE BATTERY BACKUP 7 FLEXIBLE DUCTWORK BE CAST IRON. CLEAN-OUTS AS REQUIRED BY CODE AND ONLY WHEN SPECIFIED MAX 7ft CONT.LENGTHS IN PLAN. FIRST FLOOR (D//����.. HARDWIRED CARBON MONOXIDE CONNECTED TO 120V W/ CEILING MOUNTED FAN 6.GAS LINES SHALL BE GROUNDED TO BLACK PIPE AT C0 VISUAL AND AUDIBLE ALARM.PROVIDE BATTERY BACKUP. H (HI)ILLUMINATED CEILING MOUNTED FAN W/ WH WALL-HUNG WATER HEATER SERVICE ENTRY. 15.PROVIDE 12"x12'ACCESS PANEL TO BATHTUB MOTOR(S) co COMBINATION CARBON MONOXIDE/SMOKE DETECTOR SEPERATE SWITCHING REQUIRED,W/DIMMER. ® RADIATOR 7.VENT STACK SHALL EXTEND ABOVE ROOF MIN.12"ABOVE AND CONCEALED SHUT-OFF VALVES. SCHEMATIC (DWNISUAL AND AUDIBLE ALARM,a/c POWERED ALARM. J�_VWAC LIGHTING LED-T24P-1 WT,WHITE 3000K SP SUMP PUMP ® BASEBOARD HEATER AVERAGE SNOWFALL. 16.THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL SD CONNECT TO 120V&PROVIDE BATTERY BACKUP. HIGH OUTPUT LED INDOOR TAPE LIGHT EQUIPMENT FLUES AS REQUIRED BY THE NYS RESIDENTIAL CODE. MEP PLAN MECHANICAL BATHROOM EXHAUST WALL RECESSED 8.RISER INSTALLATION&REPLACEMENT IS SUBJECT TO KP GARAGE DOOR OPERATION KEY PAD ® FAN 50 CFM min.ALL EXHAUST FANS ELECTRIC HEATER CONDITIONS OF EXISTING STRUCTURE AND EXISTING 17.ALL HOSE BIBBS SHALL BE FREEZE PROOF TYPE.LOCATIONS K VALANCE MOUNTED STRIP LIGHTING SHALL BE VENTED L EXTERIOR AND PLUMBING. AND QUANTITY SHALL BE AS PER OWNERS INSTRUCTIONS. FLASHED. UNLESS SHOWN OTHERWISE A MINIMUM OF TWO(2)HOSE BIBBS DB DOOR BELL L o LED STRIP LIGHT 9.CUTTING,NOTCHING&DRILLING OF STRUCTURAL MEMBERS SHALL BE PROVIDED;ONE(1)LOCATED AT THE FRONT AND dravnng number SHALL BE IN COMPLIANCE WITH CODE SECTIONS R502.8&R602.6 ONE(1)LOCATED AT THE REAR OF THE HOUSE. AND JOIST MANUFACTURER'S SPECIFICATIONS. 2 SCALE.N/A EGENDS 1 MEP SPECIFICATIONS & NOTES MEPml Y F- -- 0 Z 0- _� o n a 0 cZ o C%j 100 � w 0 CLa� N �w O - w O 0 O co � �. d 0 U � N 0 T-w • 0 � i C: O W V/ w V � J �j O / LIJ Z G S p "i � p� O —� 06 0,1' � O c0 ,1 N 0 � -� m 0 cn N j Co . 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