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HomeMy WebLinkAboutBP24-158PERMIT # DATE: l h9 )J/ SECTION �3-� BLOCK / LOT ;zD 3. TYPE OF WORK �7 �;92 �PC?� ✓�o� ,C� _t...._... JUS LOCATIO/N p va pqp/ OWNERShQ// 2/// 4s Tus�ee CONTRACTOR e/*%CQ FS7. COST � - FEE-- Veo TCO � FEE DATE � - --� INSPECTION RECORD DATE FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING 0 RGH PLUMBING GAS L� SPRINKLER ELECTRIC C� LOW -VOLT C7 ALARM AS BUILT CSY FINAL INSP ,Z,rle;e vve46Je usf CV/ )939— 7Y&L/r y)Ae3-0093 OT}iER APPROVALS ARB /y / % c oc�`i BOT Ps ZBA OTHER rBUtLT/FINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK 24- 142 Certificate of ®ccupeucp This is to certify thatilyb"I'la / Jv&vlocable of, Rae �Ynj6vj / -, having duly filed an application on 40M Wy �G Zoe requesting a Certificate of Occupancy for the premises known as, P0 alga cL C , Rye Brook, NY, located in a l5 Zoning District and shown on the most current Tax Map as Section: / • 3gBlock: / Lot: C>23 and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. /l 5Q, issued 20 , 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: R3 �11,_ol Construction: for the following purposes: 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 eigh shall be mad hall the building be moved from one location to another until a permit to accomplish such change as be btai f inthe ding Inspector. NOV 0 7 1014 Building Inspector,Village of Rye Brook: Date: a . s x _ 00 z :t p m N N . _ \ C4 W C s a� � M n • � M y a s = Y1 rT qp a O . s w n w ON M � � z a O F-f � M V O A o a O s �FTT��f > F U Q Q z ^ w °0 0 0 a A Cn o Q O W c~n d o o Z ° : Q o o o _0 00 V O w O Y n o w d sn E a Q a _ = G1 \ w w w M A Q pp C) V a o � • ^ L H +y. N .P •ate] G� 0 w = M QMQ z ►� C 14 I1 F� w O P. `� advo5o o i> = r x o O xbv � � v x W W O uo u u a O Z ZO z � � � � � a �pag 2 .;5 go � ~ O Q Z za C vw (� a f r./ V w �O O Z z H a, /� ¢+ x 'a: r ' Vi p �iy Q �,, tz0 a+ 11 Gh z v� Ov MM� ��44 � p i� oQ ,r . � < a. wl U V U O a o Z C� A Z a. r - a'a, o � s J `n C, W 04 Z d 8 ° � � fS: U OF 0. w � . n °' LLI QI �I IY1 x < raj 8 BUIL R MENT D (� ViL E OF RYE OK L —V� i 938 KING 'ET RvF,BR �,NY 10573 f JUL - 1 2024 � . ov VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: Approval Dates UL 1 g i � �/ ; Application# L--C�9 Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: Date: BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# Other: � Application Fee:O/ad'A1� Permit Fees: /�. EXTERIOR BUILDING PERMIT APPLICATION Application dated: is hereby made to the Building Inspector of the Village of Rye Brook,NY,lbr die issuance of a Permit for the construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below. 1. JobAddress: 5 afdloouc 14010 2. Parcel ID#: / 'J Y, 34 — J — Z3 Zone: 3. Proposed Improvement(Describe in detail): Y)UaV_y apib I`n e4iN w4 &�_xr W8� l -tC k 4. Property Owner: V r O Q l © r r !ll,o c_ Address: ',?f'Va e_JC. 'wf3 A t 173 �L Phone# Cell# e-mail List All Other Properties Owned in Rye Brook: Applicant: A fix- Hq-}-42A� Address: Phone# Cell# e-mail Architect: �4N h �. _�Cam►r� 4�v �1 Lr�__. T• Address: J Q 4 Phone# I4 Z13, Cell# L9 !�� � � � dt�O_ a-mail Engineer: Address: Phone# Cell# / �e-mail General Contractor: e'-7 400- �Q%r171n 4 •�-LC �J V r� /r.! Address:Phone# 9/-/—J-/03—WM 9,3 Cell# e-mail (I) 6i1�2024 5. Occupancy;(1-Fam.,2-Fam.,Commercial.,etc...)Pre-construction:� Y>► Post-construction: 6. Area of lot: Square feet: 13-4Z Acres: 0 7. Dimensions from proposed building or structure to lot lines: front yard: �9 O rear yard: right side yard: 1513 left side yard: f5 other: 8. If building is located on a corner lot,which street does it front on: 9. Area of proposed building in square feet: Basement: 1,fl: 2nd fl: 31d fl: 10. Total Square Footage of the proposed new construction: 11. For additions,total square footage added:Basement: I',fl: 2nd fl: 3rd fl: 12. Total Square Footage of the proposed renovation to the existing structure: 13. N.Y.State Construction Classification: N.Y.State Use Classification: 14. Number of stories: Overall Height: Median Height: 15, Basement to be full,or partial: finished or unfinished: 16. What material is the exterior finish: 17. Roof style;peaked,hip, mansard,shed,etc: Roofing material: 18. What system of heating: 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 20. Will the proposed project require the installation of a new,or an extension/modification to an existing automatic fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) Yes: No: f (if yes,applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 21. Will the proposed project disturb 400 sq. ft.or more of land,or create 400 sq.ft. or more of impervious coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: t/ No: Area: j/Z 22. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: ✓ (if yes,applicant must submit a Site Plan Application,&provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: (if yes,you must submit a Site Plan Application,&provide a detailed topographical survey) 24. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: No: (if yes,the area of wetland and the wedand buffer zone must be properly depicted on the survey&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes: No: (fyes,the area and elevations of theJlood plane must he properly depicted on the survey&site plan) 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: No: ✓ (fyes,applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: Indicate: TIER 1: TIER I1: TIER III: (if yes,a Home Occupation Permit Application is required) 28, List all zoning variances granted or denied for the subject property: 29, What is the total estimated cost of construction: $ � 0D� Note: The estimated cost shall include all site improvements,labor,material,scaffolding,ftved equipment,professional.lees,including any material and labor which may be donated gratis.If the final cost exceeds the estimated cost,an additional fee will be required prior to issuance of the CIO. 30. Estimated date of completion: (2) 6/112024 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 RESIDENTIAL LOT AREA COVERAGE Address: S (1 Aw 00)(— {ZV Section: Block: I Lot: Z 3 PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4% R-20 20,000 14% 3.5% 4% R-15 15,000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% R-12 12,500 1 17% 4% 4% R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,000 30% 5% 3.5% R-2F 5,000 30% 5% 3.5% Existing: Proposed: 1. AREA OF LOT Sq. Ft. �` �-� Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building 2 ¢07 Z 40 (Including Attached Garage or Accessory Building) Sq. Ft. Sq. Ft. b. Area of is'Floor Divided By Area of Lot x 100 f.-- % % 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages,Tool Shed, Playhouses) O Sq. Ft. ° Sq. Ft. a. Coverage of Accessory Building a Area of Accessory Building Divided By Area of Lot x 100 b % % 4. AREA OF DECK 3$0 Sq. Ft. $S Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 27. 4 % 3-(p % I attest to the best of my knowledge and belief,the above information is correct. rchitect's Signature (3) 6.1"_03a BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: S Pui oc le- rw Section: 13SA 4 Block: 1 Lot: 7-3 Zone: R-I S IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including, but not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards,sports courts,swimming pools, patios,sidewalks,ramps,terraces and driveways. TOTAL MAXIMUM PERMITTED MAX. PERMITTED COVERAGE Zoning IMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT (sq.ft.) For Base Lot For Lot Area YARD(%) Area(sq.ft.)* Over Base R-35 15 Lot Area % R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2,200 35 6,001 to 12,000 2,900 27 R-IS 35 12,001 to 16,000 4,520 26 R-15A 35 16,001 to 20,000 5,560 25 R-12 40 20,001 to 30,000 6,560 24 30,001 to 40,000 8,960 23 R-10 45 40,001 & larger 11,260 22 R-7 40 R-5 30 *"Base Lot Area"is the minimum end of the lot size R2-F 30 range in the"Lot Area" column Area of lot: / y21 s .ft. Existing Allowed Proposed Total impervious coverage = A 34 Z S .ft. 4 43 c S . ft. 4•5-Z ( S .ft_ Front impervious coverage = LZ % 3 S' % Z�' % I attest to the best of my knowledge and belief,the above information is correct. 0, e,� rchitect's Signature (4) 6/112024 BUILDING DEPARTMENT VILLA(;E OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0669 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: IPQ ocA(_ Section: 135. 34 Black: 1 Lot: Z 3 MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum GrossFloor Area = 4,000 + [ (Lot Area —21,780) x 0.11478421 ]: a. Allowed a J Z1 0 Sq. Feet b. Existing = 24o-1 Sq. Feet c. Proposed r H L_ Sq. Feet HEIGHTISETBACK RATIOS FOR RESIDENTIAL DISTRICTS DEFINITION: A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of the lot line from which it is set back. The ratio modifies the maximum permitted Height of Building by forming an inclined plane beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer windows not covering more than 10%of the entire roof area, shall be permitted to extend. Height and Setback shall be calculated using the formula; Height I 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 Vill of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE EXISTING PROPOSED REQUIRED FRONT: FRONT: FRONT: .44 Rz35 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 R-25 SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 R--20 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .60 R--IS SIDE:n°C)'\41-- SIDE:11%d-wc SIDE: 1.60 FRONT: FRONT: FRONT: .80 R-15A SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 1?--12 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 /P 10 SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 R-7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 Its SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 R-2F SIDE: SIDE: SIDE: 4.00 I attest to the best of my knowledge and belief, the above information is correct. Ar itect's Signature (5) 6/1/2024 BUILD MENT Q [J V Vi E o F RY` OK 938 KING 4 ET Rl'E BR NY 10573 JUL — 1 2024 -0 W ov VILLAGE OF RYE BROOK BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 - STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. .ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT. STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: 1, J 0.IlL i M2a 2,,d ta ,residing at, 13 Reer H t ut , Pot,.;-cj., ,, f spa (Print name) (Address where youFive) /QT`13 being duly sworn, deposes and states that(s)he is the applicant above named, and further states that(s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; 5 f a pv 0 c (_ Q2�,p-yJ , Rye Brook, NY. (Job Address) Further that all statements contained herein are true,and that to the best of his/her knowledge and belief, that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. (SiguaWfe of Property Owuer(s)) (Print Name of Property Owuer(s)) Sworn to before me this EARLA A Ml1RRELL day of �� , 20 NOTARY PUBLIC-STATE OF NEW YORK No.01 M U6315906 Qualified in Westchester County My Commission Expires 12-01-2026 (Notary Public) 6/1/2024 This form must be properly completed &notarized by the Design Professional of record and the Property Owner. Failure to provide this completed ko (�ti permit application will delay the permitting proces 'J JUL 2024 Notice of Utilization of Truss Type, Pre-Engineered oLAGE OF RYE BROOK LDING DEPARTMENT or Timber Frame Construction. (Title 19 Part 1264& 1265 NYZ'IfKj - - To:The Building Inspector of the Village of Rye Brook. From: Sohh G S c_oi e-1 Subject Property: {pit U c.lc_ r4o S B L:13,)-, 3 4— !— z 3 zone: Please take notice that the subject; ❑ One or Two Family; ❑ Commercial, ❑ New Structure ❑ Addition to an Existing Structure Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; ❑ Truss Type Construction(TT) n Pre-Engineered Wood Construction(PW) ❑ Timber Construction(TC) in the following location(s); ❑ Floor Framing, including Girders&Beams(F) ❑ Roof Framing(R) ❑ Floor Framing and Roof Framing(FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered woad, or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR§r264 for Commercial Buildings, and NYCRR§1265 for One&Two Family Dwellings. Sworn to *fore me this \ Sworn to�fort this f -\1 20 day of U 1 20 11 Si nature of Property Owner` ignature of Design Professional SGGrIC4*v CIA-- Pri e of oper Owner P t ame of Design Pr Mssil Notary Public Notary Public SHARI MELILLO Notary Public,State of New York No.OilNE6160063 'r_ARLA A MURRELL Qualified in Westchester Count; NO?ahY PUBLIC-STATE OF NEW PORK �enimission EXpkeaJanuary 29,<a13 No.01MU63159O97) Llualitied in Westchester county My Commission Expires 12-01-2026 This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Mtn G- Sc cg,—(-,h L--VL Y� Bing 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 A4trr_44 �, m,t k- for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. By signing this application, the property owner further declares that he/she has inspected the subject property,and that to the best of his/her knowledge there are no roof drains,sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Swom to before me this Sworn to before me this day of '�-�\�, 20 day of Z , 20 DI ILA Signature of Property Owner gnature of Applicant CJ"tea' 6 1�vt-' .J"hn G _57L4*.—In 9y 371 Print Name of Property Owner Print Name of Applicant Notary Public Notary Public SHARI MEL ILLO Notary Public,State of New York No.01ME6160063 CARLA A iv►URRELL Qualified In Westchestercottnty NOTARY PUBLIC-STATE OF NEW YORK Commission Expires January 29,20 Z No.01 MU6315908 Cluelified in Westchester County My Commission Expires 12-01-2026 Ali 6/1/2024 DocuSign Envelope ID: A8AD31A9-3095-4316-9CB7-390D82F7A647 Surveyed 6,5.24 Map Drawn 6.7.24 LL.1 w uMJ r � l 0 Stake Set 0 A VILLAGE OF RYE BR00� GILDING DEPAR�MEN1 NOTES: 1. THIS PLAT WAS PREPARED WITHOUT BENEFIT OF A TITLE REPORT AND THEREFORE DOES NOT NECESSARILY INDICATE ALL ENCUMBRANCES UPON THE PROPERTY, AND THIS IS SUBJECT TO ALL RESERVATIONS, RESTRICTIONS, EASEMENTS AND AGREEMENTS OF RECORD TO THE EXTENT THAT THEY LAWFULLY APPLY TO THE PROPERTY. 2. THIS PLAT IS BASED ON A CURRENT FIELD SURVEY AND RESEARCH PERFORMED ON OR PRIOR TO THE DATE SHOWN ON PLAT AND IS BASED ON MONUMENTS AND EVIDENCE FOUND IN THE FIELD AND MAY NOT CONFORM TO DEEDS, DESCRIPTIONS OR PLATS OF RECORD. 3. PROPERTY CORNER MONUMENTS WERE NOT SET DURING THIS SURVEY Lot 8 N 17•44'18» E 40.7g N 07055100" E 52.11' PADDOCK ROAD Richard J. /S6Wmrtd., L.S. I 50975 —Unauthorized additions to or alterations of this plan is a violation of Section 7209 of the N.Y.S. Education Law. r � �A� 50975 LA NDS�� General notes: 1:-THIS PROJECT IS SHALL CONFORM TO THE INDIVIDUAL-CLASSIFICATION OF WORK AS DEFINED 9.',qlt S1RUCjlJRAL STEEL SHALL BE NEW,CLEAN AND STRAIGHT AND SHALL CONFORM TO THE IN THE 2020 EXISTING BUILDING CODE OF NEW YORK STATE CHAPTER 6 IDENTIFIED BELOW, LATEST EDITI N FOR A.S.T.M.DESIGNATION A-36 OR A-5DD FOR'ALL'9S-SECTIONS,AL1 - - STRUCTURAL STEEL WORK SHALL COMPLY WITH SPECIFICATIONS FOR THE DESIGN, , i FABRICATION AND CONSTRUCTION OF STRUCTURAL STEEL FOR BUILDING OF THE AMERICAN . ALL WORK SHALL ALSO CONFORM TO THE 2020 BUILDING CODE,RESIDENTIAL CODE, INSTITUTE OF STEEL CONSTRUCTION LATEST EDITION,PROVIDE STIFFENER ANGLES OR PLATES FIRE CODE,ENERGY CONSERVATION CONSTRUCTION CODE,MECHANICAL CODE, UNDER ALL POSTS,COLUMNS OR STRUTS THAT ARE CARRIED BY STEEL BEAMS AND IN THE FUEL GAS CODE,AND PROPERTY MAINTENANCE CODES OF NEW YORK STATE AS APPLICABLE. -WEB OF BEAMS CANTILEVERED OVER COLUMNS OR BEAMS SUPPORTING HANGERS,-UNLESS 2.CONTRACTOR SHALL PROTECT r3,BRACE ALL WORK FROM DAMAGE DURING CONSTRUCTION, OTHERWISE SHOWN OR SPECIFIED PROVIDE 6xBx�a BEARING ON CONCRETE MASONRY IF ANY. 3.All WORK TO BE PLUMB&TRUE,All PLUMBING WORK TO BE IN COMPLIANCE WITH NYS 10.HEADERS TO BE(3)2"X 19'IN 296 WALLS OR(2)2"X ID°IN 2X4 WALLS UNLESS OTHERWISE NOTED, PLUMBING CODE,ALL ELECTRICAL WORK TO BE IN COMPLIANCE WITH N.F.C.,ALL HVAC- 11.INSULATION IN FLOORS,WALLS AND CEILINGS TO BE A COMBINATION OF FIBERGLASS BAT, WORK TO BE IN COMPLIANC WITH ASHRAE STANDARDS,LATEST EDITION.ALL CONTRACTORS AND CONTINUOUS RIGID,OR SPRAY FOAM OR CELULOUS INSULATION TYPES TO CONFORM TO •-^— i SUB-CONTRACTORS SHALL BE LICENSED AND INSURED.ALL PLUMBERS AND ELECTRICIANS ARE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE CHAPTER 4. RESPONSIBLE FOR ANY ADDITIONAL PERMITS,APPROVALS AND INSPECTIONS THEIR PARTICULAR WESTCHESTER COUNTY IS CLIMATE ZONE 4A. i TRADE MAY REQUIRE ' ! SOUND,DRY FREE FROM ROT 12.ALL FOOTINGS TO BE A MINI-MUM OF.3'-6"BELOW GRADE,OR LOCAL FROST DEPTHAS SPECIFIEDBY 4.LUMBER MATERIALS USED IN THE BUILDING SHALL BE GOOD, THE ARCHITECT.UNDERPIN WHEN NECESSARY, LARGE AND LOSE KNOTS,SHAKES AND OTHER IMPERFECTIONS WHEREBY THE STRENGTH MAY BE IMPAIRED.ALL NEW LUMBER SHALL CONFORM TO 2020 NEW YORK STATE BUILDING CODE 13.HOUSE TO CONFORM TO ANY LOCAL SUPPLEMENTAL CODE. CHAPTER 23,FASTENING SHALL CONFORM TO 2020 NYSBC TABLE 2304.10.1 ALL LUMBER SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN WOOD COUNCILS 14.PROVIDE BLOCKING AS REQUIRED TO BEARING POSTS ONTO GIRDER OR BEAM CONDITIONS NATIONAL DESIGN SPECIFICATIONS FOR BENDING STRESS AND DEFLECTION,AND 2020 NYSBC 2306, AND VERIFY ALL BEARING 10 FOOTING. ALL WORKMANSHIP INCLUDING BLOCKING,MILLING,BRIDGING,ECT,SHALL CONFORM TO THE 2020 I HYSBC AND OR 2020 NYSRBC.PROVIDE LEDGER,BLOCKING,NAILERS AND ROUGH FRAMING 15.TO THE BEST OFMY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT THESE PLANS AND HARDWARE AS REQUIRED.ALL BEAMS,JOISTS AND RAFTERS TO BE SET WITH NATURAL CROWN UP. SPECIFICATIONS ARE IN COMPLIANCE WITH 2O20 N.Y.S.ENERGY CONSERVATION CONSTRUCTION CODE, PROVIDE DOUBLE RAFTERS AND HEADERS AROUND ALL ROOF SKYLIGHTS UNLESS OTHERWISE NOTED, I,IG I�j I L�, �+�G('�I,(,il�}(�L. ALL LUMBER SHALL BEAR VISIBLE GRADE STAMP.ALL STRUCTURAL LUMBER INCLUDING BUT NOT 16,ALL DECK RAILS AND STAIR HANDRAILS SNAIL CONFORM TO THE 2020 N.Y.S.BUILDING CODE _ UNITED TO TJL TGI,a LVL BEAMS OR EQUIVALENT SHALL BE INSTALLED PER DRAWINGS AND SECTIONS 1014 HANDRAILS AND 1014 GUARDS, MANUFACTURERS SPECIFICATIONS.ALL HANDLING AND INSTALLATION PROCEDURES MUST BE SUPPLIED BY THE MANUFACTURER AND SHALL BE FOLLOWED.TJI JOISTS AND LVL BEAMS SHALL 17.ALL ROOF FRAMING SYSTEMS SHALL BE INSTALLED WITH HIGH WIND CONNECTORS(HURRICANE NOT BE ALLOWED TO GET WET AT ANY TIME, TIES)IN COMPLIANCE WITH 2O20 N.Y.S.BUILDING,CODE S.WITH USE OF ANY TRUSS TYPE,PRE-ENGINEERED OR TIMBER CONSTRUCTION A SIGN WILL BE 10.ALL POSTS TO FOUNDATION FOR THE PURPOSE OF SUPPORTING THE ROOF OR OTHER STRUCTURAL •—i'— 5� I i PLACED AT OR ADJACENT TO THE ELECTRIC METER WITH SPECIFICATIONS PROVIDED BY THE ELEMENTS SHALL BLOCKING AS SPECIFIED BY THE ARCHITECT OR A NOMINAL DIMENSION OF 4X4' ARCHITECT. FROM STRUCTURAL ELEMENT TO BE SUPPORTED CONTINUOUSlYTO A SOLID MASONRY FOUNDATION THAT EXTENDS BELOW REQUIRED FROST DEPTH AND RESTS ON A FOOTING OF 6,ALL CONCRETE WORK,DETAILS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE TYPICAL CONSTRUCTION. WITH THE PROVISIONS OF ACI 318 AND ACI 332 OR PCA 100,AND THE 2020 NEW YORK STATE RESIDENTIAL CODE CHAPTER S.ALL CONCRETE SHALL BE TYPE-1,3000 PSI COMPRESSIVE 19.ALL SIMPSON STRONG TIE CONNECTORS AND ANCHORS ARE DESIGNED WITH SPECIFIC LOADS AND RY)t8T`' AND SECURELY TIED IN PLACE SO AS TO PREVENT DISPLACEMENT DURING CONCRETING. CAPACITIES.SUBSTITUTIONS Of THESE HANGERS FOR DIFFERENT MODEL NUMBERS THAN _ STRENGTH AT 28 DAYS,REINFORCING BARS TO CONFORM TO 2020 NYS BUILDING SPECIFIED BY THE ARCHITECT OR ENGINEER 15 FORBIDDEN WITHOUT VERIFYING THE REPLACEMENT �'•`°' )r CODE SECTION 1905 MOD1fICATIONS TO ACI 319, PART WITH THE DESIGN PROFESSIONAL, ,�.....• 1 _,,,,, _ r.-. `, -: '- REINFORCING SHALL BE ACCURATELY INSTALLED TO REQUIRED ELEVATION 311 ALTERATIONLEVEL39 E ORK ..... ..,........_,.�........,......._,....._. 7,CONTRACTORS TO VERIFY ALL C011DITIONS AND DIMENSIONS PRIOR TO STARTING WORK. i ANY DISCREPANCIES ARE TO BE REPORTED TO ARCHITECT.ALL WRITTEN DIMENSIONS ON 804.1800PE LEVEL a ALTERATIONS APPLY WHERE THE AF:EA THE DRAWINGS SHALL TAKE PRECEDENCE OVER ANY SCALED DIMENSIONS. EXCEEDS I TI O.LEENT E THE BUILDING S SHALL , 804.2 APPLICATION.LEVEL 0 ALTERATIONS 6HALL COMPLY WITH THE I.�— B.ALL FOOTINGS SHALL BEAR ON UNDISTURBED VIRGIN SOIL HAVING A MINIMUM SAFE BEARING PROVISIONS OF CHAPTERS 7 AND B FOR LEVEL 1 AND 2ALTERATIONS, CAPACITY APAREQUI IITTYED,BA2 IONS PERCKFILL WITH SQ.FT.BRACE APPROVED MATERIAL RETAINING WALLS OR UNDER FOUNDATION WALLS,AROUND RESPECTIVELY,AS WELLAS THE PROVISIONS OF CHAPTER 0.- SECTION BDB UNLL BE DONE IN LAYERS NOT TO EXCEED • ( A&i�l(.5poM 1 O INCHES,COMPACTION SHALL li (� � PIERS AND ON EACH SIDE OF FOUNDATION•DATION WALLS SHALL ADDITIONS �r T WQo ` BE 95%OF MAXIMUM DENSITY AT OPTIMUM MOISTURE I t CONTENT,EXCAVATION MUST BE FREE WATER WHILE FOUNDATION WORK IS IN PROGRESS. 19 CLASSIFIED SCOPE.ASANPROVISIONS FOR ADDITIONS SHALL APPLY WHERE WORK OF r1 .1�- .,�'., 1 i`'� !r�'-�p�',�G)(�p S•�'�,Q 16 ADDITION AB DEFINED IN CHAPTER 2. TRUCKS,BULLDOZERS OR OTHER HEAVY EQUIPMENT SHALL BE OPERATED WITH CAUTION AND 06,2 APPLICATION-ADDITIONS TO EXISTING BUILDINGS SHALL COMPLY • _ .1....,...._. I I IN SUCH A MANNER AS TO CAUSE NO DAMAGE TO FOUNDATION SYSTEMS. WITH THE PROVISIONS OF CHAPTER 11, CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FOR RESIDENTIAL DISTRCTS .,4. --�•....__._...._ aimATB z=a?OL d7 WIND 5RtV ITV,WIVIVENVG 1M1 rl; f 11 TE OfEGTION Vl1Id R !Le D ER FLOOD Nh F AM1ENJ Nv LO ) SPEEII T#FEC15 t1ElR'JS C f Villa of Rye Broo 40 G61) 20 P5P II5/136 NO NO NO 9 0'�'7 9t3 6. 00, 522 Architectural eVi ----- - - _-- _ _--- -- ' n J Approval Dater i �� Chairman. U1 JUL — 1 2024 ' 1 VILLAGE OF RYE BROOK / Lot BUILDING D�P�IRTME�IT � �r�����•.���t'•Mtas.,S N.-T•...r••VP•�.ti`i I+h.+•-a� p l E 40.79' 52.11' Pin �{07'55'00"E Sat IF Set PID Set -4 / ,''•mow..•,•• rto ' •:eockelpal}•� asp. - SURVEY �.R TO Stoke "; JRE(.L� Set rJ Lo 3 ,�y' IF L 15421.E Sq.Feet ( IGI��!1Yp ^ _ •_ _ /�� T W� P( 00 Dfd* OA5TIHG p PERMIT ."— 14H 6H y-1 HI I bP4 SBL I� SSot 5 Lot 2 4Val - �� as De o 7/73-7�� �AY�a 15.0' °�. % W . �0 Cana � c r NPOC4 1 Story Frame ( e ri• o0 {�-T , M &StoNo.Dwelling I Garago ¢ •� �- jr"'"� HI 16 /J 6DIL06N�r .�,. •. collage c�Rye NY �, sot I s to o , o P�° •ritiiiltiiL';i::i: (2�T (CIF-I0 �pn11`'1�M 4No,�aIs'Id14� • ••i°�:?S1',jliiiil}stiit.;ls; • iitii itt;i:•ii::Tit{tii:,i iti t:i is:i.;:iti``'••'�tii '•tt'• .:d:•iii !7 stake Stake Set �LCVAwf1 1 e'to comer fLdT r eltc snorer '' ';19i, N 1T5 A ZhH(I(� :•.::tli:�t.:.t tii: 0 R=929.90' L-110.79' i""l`!•"``:'.i�PADDOCK ROADfLdT rL7kH 10 GO.. 'L/j ��'�'IV ll•, Oar N�",•'r,�� r N STAGGER FASTENERS :9 IN 2 ROWS TABLE R607.9.1.3(1) 6.6-MIN.FOR 2 X 0' 'DISTANCE SHALL BE PERMITTED TO DECK LEDGER CONNECTION.3(BAND JOIST"h 6-MAX ® ® ® O.6"MIN,FOR 2 X 10 BE REDUCED TO 4.61 IF LAO SCREWS (Deck Ilvo load o 40 psi,deck deed I00d a 10 psf,snow loads 40 ps1) ® © 7,6"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING 18 Snow JOI to SPAN REDUCED TO THAT OF LAG SCREWS I CONNECTION DETAILS Oland loss 01'to a' e'1°to 10 t0'1 to 12' 12'1"to 14' 14'1 to is' 1671-10 to ?MIN. BAND)TO IS 2 X 8 LEDGERS TO 2 X B On-canter spacing of fasteners LEDGER lAG SCREW OR BOLT 3/4'MIN. BAND JOISTS. %-Inch diameter lag screw with'/)-incl' 30 23 18 15 13 11 10 maximum shcalbing` FarSI:1 Inch 25A min.1 '/r-Inch diameter bolt with'/r-inch maximum 36 36 34 29 24 21 19 �` FIGURE R507.0.1.3(1) rhenthing' PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS %7Inch diameter bolt with I-Inch moxlmuhn 36 36 29 24 21 sheathing` For St:I Inch n 25.4 rum,I foot o 304.11 nun,I pound per square foot-0.0479 kPo. \1 o.Ledgers shall be nnsbed In ncconlanco wllh Seellon I1703.4 to prevent wuler from contacting the house bond Joist. EXTERIOR SHEATHING b.Snow load shall not be asstm cd to act concurrently with Uvc lend. h c.Tile lip of the lag screw dhnll f♦dly extend beyond the Inside fnee of the bond Joist. , EXISTING STUD WALL�--� d,Sheathing shall be wood sin,ctural panel or solid sawn lumber. c.Sheathing shall be pcmdued to be woad structuml panel,gypsum banrd,fiberboard,lumber or foam sheathing.Up to'/,-Itch lldckness of Blocked washers shall be pcnnitted to substitute for up to'/s inch of allownble sheathing thickness where combined with wood strualumh pan:l or lumber sheathing. EXISTING 2x BAND JOIST OR ENGINEERED RIM BOARD TABLER607.9.1.3(2) Y1 - PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS . 2'MIN. DEC JOIST ,1 MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS K IS TOP EDGE BOTTOM EDGE ENDS ROW SPACING j-0Jn"MIN Ledger' 2 Inches`' 1/4 Inch 2 Inches" 11/e Inche, 60 MAX, —� Band Joist' '/s Inch 2 inches 2 Inches° I s/s inches° 2,MIN.do LAG SCREWS OR BOLTS 1 For St:I Inch-25.4 Intn. a Lag straws or bolls strati be aroggcrcd(tarn the top to the ballorn along tte horlmnial run of list deck ledger In necordanee with Figure 11501.9.1.30). o•, o•o, FLOOR FRAMING b.Moxhnhmt 5 inches. t . -- ---� e.For engineered rim Joists,the ntanulbcturer's recommendations shall govern. orj a,'o o JOIST HANGER d•The minimum distance from bottom row oring screws or bolls to the lop edge of the ledger dtail be in accordance with Figure R507.9.1.3(q. -_� EXISTING 40'c r FOUNDATION WALL o.a p • I `-r—•�—~�_,�l—^~�` For81:I inch-25.4 nun. I ��• '�/1 G FIGURE R607.9.1.3(2) I".l PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS or1 `I }�G P��� (: •' HOLD-DOWN OR SIMILAR J'.. TENSION DEVICE jv/ FLOOR SHENAILING 6-MAXMiUM ONING CENTER TOAT JOIST WITH HOLD-DOWN + + + + + + , + + +4�Ll + 7 FLOOR JOIST DECK JOIST r::1• 7 CAPP f CvW, 1 Z" �,r'� 01 l�oo�:54 11-0$1 19 J_G(' For SL•1 inch d 25A tnm. FIGURE R607.9.2(1) • r ~--__ I RAC ATTACHM_ ENT FOR LATERAL LOADS _,_,__ , F��G Pam'' �G �4Itz.11—d' - - �w z><�Pro,L DGr�- �g I5�T o �1�J5��ri(►P''ft Zi�`b I-�ncGr� N >; � �• 1rtI.TobT r4kr"11I IV*15111-I6 prtr• ,-rvIGNf 33 �~1►�•M ��lw i�-D G�L rk t I ti v K/�+I Pi T 67(G WOW'rl f YIAIIA pill " IN n H Moon 51TOr 011-) LO t zX b6w,-Nl _ Z►_o'' � �W'I�l'I�cl;�l� i-Jr�l P'jr��QN Gr�n� � o h jar. � �I.1cIS►'I� •3�'I(�L`i�b1 �,•15T11'1�V�l'�K'��`)'on,� . A ZLO1r GYQ� psi GIZr I oyt�e- Li 6r��o- r'0 �NT L1�a ct. Prn srll'��IIGIN� ��G�, J4loup-MA.,141 iTH WDun AD Z17-5l.{Lpt LA -.-.-C �pP(�e�-G► ►`olt I �II�c.e, p PIT,6g4 kbw Tlrt- a4&"rt, P r3t 2�•I Z 5"T>cP'rf C"'1 p p -- "Oily • ) 11.. 1.u Docusign Envelope ID: FC86BE54-37EA-45F2-AA1 F-E10593D99EA6 650 Hatstecad Avenue Mamaroneck, NY 10543 (914) 381-2357 www.SpineLliSurveying.com Surveyed 6.5,24 Map Drawn 6.7.24 Map Updated 9.26.24 7 3 k k 0CT 25 2024!1U yb QO^�06iM13T}.S!/ .Oar..a:At'aA..h.i.0.-il.Y�.,uty�'JYI.i[Nm�,'!P/Bii[� I VILA A&'�: OF-JRNE-1 ERROOK I' 3' ., r � rsa+rmresuz,r.�...�,.rn•:mrx:•.v,e.s�.� n�,T-�r.r..�-.s�w.::a•-:.ou•w�rwar w�xacwer�rr•^.*-•-�:..._.s NOTES: 1. THIS PLAT WAS PREPARED WITHOUT BENEFIT OF A TITLE REPORT AND THEREFORE DOES NOT NECESSARILY INDICATE ALL ENCUMBRANCES UPON THE PROPERTY, AND THIS IS SUBJECT TO ALL RESERVATIONS, RESTRICTIONS, EASEMENTS AND AGREEMENTS OF RECORD TO THE EXTENT THAT THEY LAWFULLY APPLY TO THE PROPERTY. 2. THIS PLAT IS BASED ON A CURRENT FIELD SURVEY AND RESEARCH PERFORMED ON OR PRIOR TO THE DATE SHOWN ON PLAT AND IS BASED ON MONUMENTS AND EVIDENCE FOUND IN THE FIELD AND MAY NOT CONFORM TO DEEDS, DESCRIPTIONS OR PLATS OF RECORD. 3. PROPERTY CORNER MONUMENTS WERE NOT SET DURING THIS SURVEY 'RYEACRESO N 07'55' 00" E PADDOCK Richar , Spinelli, L.S, NYS Lic, 50975 —Unauthorized additions to or alterations of this plan is a violation of Section 7209 of the N.Y.S. Education Law. O 3: z 0 z ASImBUILT QQ.CUMENT NE41 � l\ so LAND S�