Loading...
HomeMy WebLinkAboutBP23-090SECTION TYPE OF WORK JOB LOCATION .. JOARAR Lti� •� FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING cc Vii?SVi '7�� RGH PLUMBING GAS 1:1 SPRINKLER ELECTRIC rrJraar �e�n�� ALARM As BUILT 73-3lv0`1 y�77y-o/i7 -lO3IPlu..+Tf / 9ro�Hyc'o E/Pc��c er T Coop �U APPROVALS UIL *01ALSURVEY REOUMED PRIOR 70 FSIAL MSPECTION y`RQCeI tPa jjialaLl ie�,13��y VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK NO: 24-097 Certificate of Occupancy s Ehis is to certify that a l'71 %I hod � l o ylqe l of, QLV 9-yoov—1 having duly filed an application on / via 20 09�(requesting a Certificate of Occupancy for the premises known as, Wwaj I]la V V 0 , Rye Brook,NY, located in a _Zoning District and shown on the most current Tax Map as Section: . 5313lock: Lot: c'>-)- , and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. O -coo, O� 20�3, such authority and permission is hereby granted 4 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: �'� - 1/�Iy Construction: for the following purposes: Rr 'C.. 4 OACY i�� ` Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: Zon r G 0 ea /S J�e,SDIUAZO)e) QIQ �-ea fe- b-ru cr-�d -7 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 heigh hall be de,nor s e ilding be moved from one location to another until a permit to accomplish such change has en ned fir the B g Inspector. Building Inspector,Village of Rye Brook: Date: JUL 3 1 2024 RECEIVE® VILLAGE OF RYE BROOK FEB - 8 2023 ZONING BOARD OF APPEALS VILLAGE CLERK'S OFFICE RESOLUTION WHEREAS, an application has been made to the Zoning Board by Stuart Gelbard and Adrian Gelbard (the "Applicants"), for(1) a main building coverage variance of 0.3%where the maximum allowable main building coverage permitted is 16%pursuant to Village Code § 250-37.B, and(2) a gross floor area variance of 89 square feet where the maximum allowable gross floor area is 3,429 square feet pursuant to Village Code § 250-20.E, in connection with the proposed rear one-story addition and new deck on property located at 51 Winding Wood Road in an R-15 zoning district on the northwest side of Winding Wood Road, at the intersection of Latonia Road and Winding Wood Road. Said premises being known and designated on the tax map of the Village of Rye Brook as Parcel IM 135.33-1-29, and WHEREAS, a duly advertised public hearing was held on February 7, 2023, at which time all those wishing to be heard were given such opportunity; and WHEREAS, the public hearing was closed on February 7, 2023; and WHEREAS,the proposed action is a Type II action pursuant to the New York State Environmental Quality Review Act and accordingly, no further environmental review is required; and WHEREAS, the Board, from the application, after viewing the premises and neighborhood concerned, and upon considering each of the factors set forth at Section 250- 13(G)(b)[2][a]-[e] of the Rye Brook Code, finds: 1) The variances [WILL/ �L_!� T reate an adverse impact to the character of the neighborhood; 2) The benefit the Applicants seek [CA /CANNO e achieved through another method, feasible for the Applicant to pursue, that does not require the variances; 3) The variances [ARLrfARE NOT] antitively numerically substantial, but not aesthetically substantial; 4) The variances [WILLIW'ILL create any adverse impacts to the physical or environmental conditions of the neighborhood; and 5) The need for the variance [ S NOT] self-created. NOW,THEREFORE, BE IT RESOLVED that the said application for(1) a main building coverage variance of 0.3% where the maximum allowable main building coverage permitted is 16% pursuant to Village Code § 250-37.13, and (2) a gross floor area variance of 89 square feet where the maximum allowable gross floor area is 3,429 square feet pursuant to Village Code § 250-20.E, in connection with the proposed rear one-story addition and new deck on property located at 51 Winding Wood Road, is hereb [GRAN D ENIED] on the following conditions: 1) No permit or certificate of occupancy shall be issued until the Applicants have paid in full all application and consultant fees incurred by the Village in connection with the review of this application. 2) Dated: February 7, 2023 Mr. Don Moscato, Chairman Mr. Moscato called the roll: Steven Berger Voting: Glenn Brettschneider Voting: C vse� Jamie Schutzer Voting: y Joel Simon Voting: F*GQS?10 Don Moscato Voting: —3Ayes -(:54ays QyE DR F.aoy.°j V�v 19 VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J.Bradbury www.gyebrookny.gov TRUSTEES BUILDING & FIRE INSPECTOR Susan R. Epstein Steven E. Fews Stephanie J. Fischer David M. Heiser Salvatore W.Morlino CERTIFICATE OF COMPLIANCE July 31,2024 Stuart Gelbard&Adrian Gelbard 51 Winding Wood Road Rye Brook,New York 10573 Re: 51 Winding Wood Road, Rye Brook,New York 10573 Parcel ID#: 135.33-1-29 This document certifies that the work done under Mechanical Permit#23-153 issued on 10/17/2023 for the installation of two new condensers and two new air handlers have been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to i E BUILD R For office use ont D ; NT Pi RnM�IT }� - V11, OK ISSueD: �- �� 1 938 KING STR#v ' o r YORK>10573 DATE: � -�� -- =.. RTIFICATE ?U24 i .:,; ., G� FEE: PnmiWVILLAGE OF RBu- APIIIICA 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 kkkk#kkkt###kt;#tttttkt##t4tt##tk#tk+IttlIrt4i44t*lttttrttttktMkkk44M#tiktMtkkMkkkkYk#41#k4i#kkkkkttkikkkkt#i+Yttt#tk#tk#ikttkkkY Address: 51 Occupancy/Use- am tM Parcel M#: 3S', 3 3 _ 9 Zone: Owner: S T U O.(Z T & N) 6Z 9 kH -e-,L 13Ar1'Address: .a l W/np/,n�g6ocan tw n aC:�nL P.E./R.A.or Contractor: 012 1+rhuvn '7JU)e/5 Corp Address: 2 `1 Devi ffti"_5-fq r gat) C/T Person in responsible charge:L Sizll %c e L Address: arhe as a Bau-e. 9 03 S Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: lµr 36 G 5 ca r-"�n being duly sworn,deposes and says that lie/she resides at 33jkt7.gm t tg-0 (Print Name of Applicant) (No.and Street) in ACM-�e\K- ,in the County of JAI-e.5 in the State of _,that (City/Towtt/Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the 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:s OW,oo for the construction or alteration of~. 11?-emeuctAar, 8, (-E.ctr 2g&,IC 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/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/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 of any building or premises orpart thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per§250.10.A,of the Code of the Village of Rye Brook. Sworn to before rr me this � � Sworn to before me this day of -�1 ,20 day of� -,� �yhr '20 n Si lure of Pro fferty Owner Signature of Appti. "316, c S OrL, rim Print Name of Pro terly Owner Print Name of Applicant t I ANNIE-PEREYRA — ! Notary-Pa tic —�IOtry P-Ublic,Statwofrtd�w-Yor Notnr-y-York is No.01 PE61916t GREGORY M.RNERA Qualified in Westchester County Netary public,State of New York 8/12/2021 Commission txxx�pirosAugiAt 18,20'L� No.01 R16441398 i Qualified In Westchester County Cy * Commission Expires September 26,20 i �yE BRCS'. F0� • 1982 BUILDING DEPARTMENT PUILDING 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: t- 1 n W04 ' Cr DATE: PERMIT# � > - ISSUED: • SECT: 'f � BLOCK: LOT: LOCATION:' - OCCUPANCY: ❑ Violation Noted THE WORK IS... PASSED ❑ FAILED 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 QyE BR�k, /�• 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.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - t Q \ ' ADDRESS : J I 4�'' n �C1 ` DATE: �b ? r PERMIT# `� Y r �` ISSUED: SECT: BLOCK: LOT: LOCATION: ` , r1� OCCUPANCY: ❑ Violation Noted THE WORK IS... �(PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION f� REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: --a ROUGH PLUMBING ❑ 'ROUGH FRAMING INSULATION .,�Z Natural Gas ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER 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: I I I (� "`� �` DATE: PERMIT#4 ISSUED: (' T: BLOCK: LOT:'j LOCATION: OCCUPANCY: J ❑ Violation Noted THE WORK IS... PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION /" REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ROUGH FRAMING ❑ INSULATION \ - ❑ Natural Gas , ��/ v C �n , mot C ❑ L.P. Gas - ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER Qyre_4R N O� Z� l7 1932•'j�O BUILDING DEPARTMENT UILDING INSPECTOR r�]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 : � `-' � � � � �.�"`�`� DATE: i PERMIT# � ISSUED: r SECT: BLOCK: LOT: LOCATION: 'r4 6 `,� ►�1�"�j OCCUPANCY: ❑ Violation Noted THE WORK IS... ,PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED 0 FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ROUGH FRAMING �J�Y ❑ INSULATION ,- ❑ Natural Gasp. ❑ L.P.Gas ❑ FUEL TANK \ L 1 1 ❑ FIRE SPRINKLER ) Y�. `� < l6 T >� \ C ❑ FINAL PLUMBING � ell — ❑ CROSS CONNECTION �1 ❑ FINAL ❑ OTHER �yE BRa? t7 c ��• �9b2 �' 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 wwwryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - -- - - - - ADDRESS : r DATE: 71 r? ) cZ PERMIT# Y - ISSUED: 1 ECT: BLOCK: LOT: LOCATION: A, �,o OCCUPANCY: ❑ Violation Noted THE WORK IS... PASSED ❑ FAILED /REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING �• ❑ INSULATION ❑ Natural Gas 0 L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING - ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER s , e z Q z f� CA C4 0 W ■ 44 aW, ON W ti 7 ■ �� M 0 00 7 Ell °° o °g o V o ° 9 � , c v -60I CD N .� I S v O A 1-4 A � Osf V Q Gj .� H O p -d v zi � z b a I a a V W W t7 y en r� .°. O Q O N z a A c� o 04 I� OD O P o4-4 W in a� v 'y e7d Fq Vj s Q r B CR 1�6 V Ln za U a o a v OS 2 On - � MM� Z 0 0 c V Z p N F� C7 A Z O a cn C _" ►� _ tiWLn Z M ,� Z gg © Zui O BUIL � � MENT D Viz I; )F RI'E I 93$Ii><NG ET Rl°E BR ,NY 10573 _ � DEC - 9 2oz2 w o r VILLAGE OF RYE BROOK BUILDING DEPARTMEN FOR OFFICE USE ONLY: F EB 17 2023 3- 90 : A lication# 1�1 .`3-O/ Approval Date: r ik# pp _ Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: Date: BOT Approval Date: ase# : Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date• 7 Case# ZMorDZ-039 ' Other: Application Fee: ZS• Tt> Permit Fees: EXTERIOR BUILDING PERMIT APPLICATION Application dated: is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below. I. JobAddress: `) W I h b)►'1 c� L�Ob ��- �L� � ) OS-7 3 2. Parcel ID#: 3 Sm " 1 — M Zone: I� 3. Proposed Improvement(Describe in detail): &erg- ]-1 -c ll�,e� l ! 1%n (] Q0 EWA-) 4. Property Owner:!S�t)a g;V !a,_PtM i o n (D L Q Address: I n b I n y Wetslp tw f)ao1L, y 0S23 Phone# Cell# V 4 ( ?3— 3 6 0'A e-mail List All Other Properties Owned in Rye Brook: CheA++ C em Applicant: Address: Phone# Cell# e-mail Architect:��11 n 6 3 cxt r 1 ci.A-o b -1-e.� Address: CC,t Y- �` (I �h J b'\IL, 1Tl4 b-P Phone# 4) 7 - - M Cell# /p 7/4-61 SZ e-mail�' S CG11ct)L•C" Engineer: Address: Phone# Cel # Le-mail General Contractor: �'1 LE/?9 Address: U oS C,7LS �7�1`� A)1` /03 S_7 Phone# Cell#�r y r /7 /17 e-mail (1) 8/12/2021 5. Occupancy; (1-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: 1 li Post-construction: 6. Area of lot: Square feet: A0803 Acres: *36 7. Dimensions from proposed building or structure to lot lines: front yard: rear yard: right side yard: left side yard: other: 8. If building is located on a corner lot,which street does it front on: 9. Area of proposed building in square feet: Basement: O 15,fl: 2"d fl: 3`d fl: 10. Total Square Footage of the proposed new construction: 11. For additions,total square footage added: Basement: p 111 fl: 42.I 2"d t1: Yd fl: 12, Total Square Footage of the proposed renovation to the existing structure: C 13, N.Y. State Construction Classification: 7- N.Y. State Use Classification: R-.3 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: (ifyes, applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets of'detailed engineered plans) 21. Will the proposed project disturb 400 sq.ft. or more of land,or create 400 sq. ft.or more of impervious coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: No: ✓ Area: 5`7 S- Su Cr 22. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: ✓ (if yes,applicant must submit a Site Plan Application, &provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: ✓" (if yes,you must submit a Site Plan Application, &provide a detailed topographical survey) 24. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: No: (if yes, the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes: No: ✓ (if yes, the area and elevations of the flood plane must be properly depicted on the survey&site plan) 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: No: ✓ (if yes,applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: t.-l' Indicate: TIER I: TIER II: TIER III: (if yes, a Nome Occupation Permit Application is required) 28, List all zoning variances granted or denied for the subject property: 29. What is the total estimated cost of construction: $ /51i om Note:The estimated cost shall include all site improvements,labor, material,scafjblding,fixed equipment,professional fees, including any material and labor which may be donated gratis. If the final cost exceeds the estimated cost,an additional fee will be required prior to issuance of the CIO. 30. Estimated date of completion: (2) 8/12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0669 RESIDENTIAL LOT AREA COVERAGE Address: 5-J W In Vi r79WW A' Section:l3s. 33 block: 1 Lot. -°I PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS (Local Law 3-88) 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 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 1 30% 5% 3.5% R-2F 5,000 1 30% 5% 3.5% Existing: Proposed: 1. AREA OF LOT 16 803 Sq. Ft. �C-5 Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) Z31k Sq. Ft. Z- ?j I Sq. Ft. b. Area of 15i Floor Divided By Area of Lot x 100 13.,b % 1(2. 3 % g-A 1� 3. AREA OF ACCESSORY BUILDING d (Includes Detached Garages,Tool Shed, Playhouses) Q Sq. Ft. Sq. Ft. a. Coverage of Accessory Building ,. Area of Accessory Building Divided By Area of Lot x 100 "� % '�`� % 4. AREA OF DECK 35Y Sq. Ft. &i Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 Z.` o/p 7-. 3 % I attest to the best of my knowledge and belief, the above information is correct. rchitect's Signature (3) 8/12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 5-1 (,1l 2 iao 6ucco d' Section: 13S-3:3 Block: / Lot: Z-I Zone:R 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-15 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: )(Di 803 s .ft. Existing_ Allowed Proposed Total impervious coverage = -413 4 S .fl. .5 7 6 1 S . ft. fey S .ft. Front impervious covers e = 1�q3 saw) Zq.7°lo 3S % 7 93 sc;r-t) 7-VP/o I attest to the best of my knowledge and belief, the above information is correct. chitect's Signature (4) 8/12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: 5 1 W 1 n al h) Wo'to A:2 Section: 1-5 5,3 5 Block: Lot: MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area —21,780) x 0.11478421 ]: a. Allowed = 4 Z 25 Sq. Feet b. Existing = 3 oy( Sq. Feet c. Proposed = .3S I R Sq. Feet -- —z��A_ . HEIGHT/SETBACK 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 1 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 of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE EXISTING PROPOSED REWIRED FRONT: FRONT: FRONT: .44 R35 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 R25 SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 R-20 SIDE: SIDE: SIDE: 1.60 FRONT: .SY FRONT: . 3S FRONT: .60 R 15 SIDE:f.$f ,4 SIDE:L�� Z, SIDE: 1.60 FRONT: FRONT: FRONT: .80 R-15A SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 R-12 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 /R 10 SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 R-7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 R-S SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 R--2F SIDE: SIDE: SIDE: 4.00 1 attest to the best of my knowledge and belief, the above information is correct. Arc i ct's Signature (5) 8/12/2021 BUILD MENT VIL �;`OE ,' OOK 938 KING cti` E` lt ,NY 10573 ***********#•**l•*k�'•k'k*kit••kR*•h*rkih*ietF•h*t:k****ir***ruin***irl�:**tG*iF•kti41::�***+4ak************tr**#•***•k*****ir***h*itde*;� AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 - STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND HE 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: 3j, `Q&,o 6-eLfl c cO , residing at, e5 r LD (Prior name) (Address where you live) being duly sworn, deposes and states that(s)he is the applicant above named, and further states that(s)lie is the legal owner of the property to which this Affidavit of Compliance pertains at; V,0)r,I (,,11 000 rz'0g0 Rye Brook,NY. (Jab 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 fiu•ther 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. (Signaturc of Property Owner(s)) (Print Name of Property Orvncr(s)) Sworn to before me this a "d. day of NOvem bex ,2094 (Notary Publi NANCY F NAULAGUARI NOTARY PUBLIC-STATE OF NEW YORK (6) No,01 NA6289948 Qualified in Westchester County S/t212021 My Commission Expires 09-30-2025 This form must be properly completed & notarized by the Design Professional of record and the Property Owner, Failure to provide this completed form with your permit application will delay the permitting process. :h 1.J::J'lit 4;:f; :�:Jl�4 11,�'"j.44:1:-!t*:I::1!it t[::!: :J! 4:*:r.g Notice of Utilization of Truss Type, Pre-Engineered Wood, or Timber Frame Construction. (Title 19 Part 1264& 1265 NYCRR) To: The Building Inspector of the Village of Rye Brook. From: '��Y.-I 6. Is C-0.r IL Subject Property: 5' 1 W) n y-)I o I 6U000 A3 SBL: j3S.33 Zone: Please take notice that the subject; o One or Two Family; ri Commercial, o New Structure gAddition to an Existing Structure o Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; o Truss Type Construction(TT) )e Pre-Engineered Wood Construction (PW) D D Timber Construction(TC) THIS BUILDING MUST BE POSTE WITH A PERMANENT CONSTRUCTION in the following location(s); TYPE IDENTIFICATION SIGN; * Floor Framing,including Girders& Bearns (F) (P * Roof Framing(R) PRIOR TO THE ISSUANCE OF A C/O, X Floor Framing and Roof Framing(FR) AS REQUIRED BY NY STATE LAW. Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood, or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR §1264 for Commercial Buildings, and NYCRR§12-65 for One&Two Family Dwellings. Sworn to before me this 29-v% Sworn to before 111C this day of N0Qe-TA)09_( 120 .10- day of L1_,_,202 L__ _--fignature orProper 0111, C/ _'<imature of Design Professional D C_ Print Nan f Properly caner Print of Design Pro iona Notary Pu is /Notary Public 7117 KAREN R. CAPPUZZELLO NANCY F NAULAGUARI Notary Public, State of New York NOTARY PUBLIC-STATE OF NEW YORK No. 01CA6150664 No.01 NA6289948 Qualified In Rockland County Clualified in Westchester County Commision Expires August 7, 2_z) My Commission Expires 09-30-201S 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. ***************'k*iY********#******eFdi'*�'*it'k****?t**1FfN'********'k7k'k'k.F****************A•1;6'*******¢*********'k******* STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: _Zbhh ( S CsrtrL" or- ,being duly sworn,deposes and states that he/she is the applicant above named, (print name orindividual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,ngmt,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 lie/she has inspected the subject property, and that to the best of his/her knowledge there are no roof drains, sunup 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 01" Sworn to before me this RP- day of NOVe-rn bW , 2 2 day of f , 20Z ignature of Properly Owner Signature of Appricant Print Name orrrprr loperty Owner Print Name of Applicant Notary Pu tc Notary Public NANCY F NAULAGUARI KAREN R. CAPPUZZELLO NOTARY PUBLIC-STATE OF NEW YORK Notary Pubk, Sit Of Now York No.01 NA6289948 No. 01CA61SOMW Ousiified in Westchester County Qual " In 14001itld County My Commission Expires 09-30-2OZ5 COmmislon Expires August 7, ZO Z.tr i (g) 8/12/2021 . j BUIL IVJ ENT I `v' S v `I Vl[L Q ' 'r- OOK (e 2�24 938 KIN «j R NY10573 VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: ' Approval Dater E B 4 J 2024 It# Xx Application# T l,P(J•-�"J U D) h Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: Date: 2 jr BOT Approval Date: Case# Chairman: PS Approval Date; Case# Secretary: ZBA Approval Date: Case# Other: Amendment:Fee: Permit Fee: :h#ri**d<*rid:k*:h:u*dtriri:lt#ik8:*:hNAd::k:h*d+A:d:#d:tt�##�:X::lei#:I::k�*#�d:k#Nwwrikri:KkM*Ali*N*k*:hd+:lc*#:kd::p:k:l:**##+h##:I:i:�:itriri*fi**ridw*#*kNp::k APPLICATION TO AMEND APPROVED PLANS Application dated: is hereby made to the Building Inspector of the Village of Rye Brook,NY,to amend the approved plans associated with at existing open permit,and/or from any prior approvals granted by the approval authority as per detailed statement described below. 1. Job Address: i' IAJ//7DJ��Noyt2 iO 01� _Existing Permit#: 0�3—0-10 2. Parcel iD#: /35, ?2 3-^ t-7- 9 Zone: Original Approval Date: 3. Proposed Amendment(Describc in detail): tp u�y wa -V,,y4%3 P,., fLw,,u �`Z� l.,tyl-,rs /-Yyn•e.�P '.l7ec.� �-�ens .��� + yL.D i�i I-th.n mom,r� �v �vh �tOvf•, i 4. Property Owner: 23t L)Q rfi 41 612tilckln G-ee�.3rl> Address:_ _,, (_ Ul 11 b l 07 W oa c> 90 I'-I a rt�t'14 I A` Phone# Cell# L,4 U 316a 0,54 e-mail Applicant: A e-=' �Gu'tsh, i t�kem -(-a►�+._ Address: Phone# Cell# e-mail Architect/Engineer: '� nr\ 1,,_ 15-Q-4.r-1C1 0 --TL Address:_ 31�4ti a rn_ Phone# LA Z]� 73 5� Cell#�q/�� "�l'��a 15Z e-mail J�.�C�tZL./�a 06mw4,� 5. Occupancy;(1-Pam.,Mann.,Comm.,etc...)Prior to construction: /5m, tj After construction: 1/gym,!4 6. Will the proposed amendment 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 Mood,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.R.or more of impervious coverage requiring a Storm water Management Control Permit as per§217 of Village Code?Yes:^No: Area: t 8l1212t121 I 8, Will the proposed amendment require a Site Plan Review by the Village Planning Board as per§209 of Village Code? • Yes:_No:t,✓(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: No: 1✓'(if yes,the area ofwetland and the wetland buffer zone must be properly depicted on the survey&site plan) I l. 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: t//(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. 110 CAhq.vtq*- 0 ,Sck (Please submit additional Bulk Regulation Application Pages for review) 15, What is the total added cost of the work associated with the amendment: $ O (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: N,Y, State Use Classification: -Z 17. Estimated date of completion. _ 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. �r:t*tkA•*�eFk•kde*,k�r*,4tYr,4��le***�*��*�r,ktr�:��**�r�.**x�**rr,k��r*�*�i�+�:,��,t�s���,�Vs��r*��*��*,r�*,a�aWw,v�w�rww�er�r�w*�e:e�d�;:� STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: 77nr, G SCc.Lr'Ict, l'V , being duly sworn,deposes and states that he/she is the applicant above named, (print name or individual signing ns the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the for the legal owner and is duly authorized to matte and file this application. (indicate architect,contractor,agent,attorney,etc.) That at I statements contained herein are true to the best of his/her knowledge and bet ief,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 Ile/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. Sword to before me this Sworn to before me this dayof 1 J�, 202-4 day of ,24—IL Slsnatu•e of Properly Owner ignature of Applicant •��t'.r�- �G(�tk.r'G¢ �v h� V .�cl/ct-d-r ✓�7L i Print Name of Property Owner Print Name of Applicant LL4 NotnryPubli ,, , ,-- ---Notary tic :-------- _-- ANNdE PEREYRA 2 -- NOWY-Public, State of New Yo,is GREGORY M.RNERA No.01 PE601e56 : • Notary Public,State of New York 3ilwt3%d In W'et tcttester Count No.01RIWI398 OPM1tilait 0 tlii*res/August 18,2}3.� �. Qualified in Westchester County R Commission Empires September 26,201M 8/1 212 02 1 ago O� row v � CN N W M �o " z r-I H � P'-+ O Z x w A00 ' O C7p- z w ? 1••� � ^� �i z �+ � Q a, w � � r � in 0 zz + u fK Fe- z E,. 0 v � c Z zx z < W Ln U ogcn o w z a (09 x o � � Ln _ BUIL�NG l EPAPTMENT VIL E OF RYE OK DIN 938 K �1N ET RYE B NY 10573 LASEP - 8 2023 VILGE OF RYE BROOK or BUILDING DEPARTMENT ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: �' �'� EP#: cQ3— Approval Date: SEP 1 2 2023 Permit Fee: $ Approval Signature: Other: **************************************** ********************************************************* Application dated, is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove electrical equipment, wiring, fixtures, or to perform other high or low voltage electrical work as per the detailed statement described below. By signing this document, the applicant & property owner agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: �1 (fir"�� !`� lea d �� SBL:� ,33 ! cL� Zone: 2.Property Owner: ,STU AZ j y-(�j ;I PN Ge,L ko pvrA Address: �— Phone#: Cell#: g 1 k 623 3 G o9 email:3.Master Electrician/Licensed Installer: rn w t'o^) �t �,f i�,� Address:"S-1 C)j-S0 T 11)0r-jt<a o Lic.#: a Phone#: 91tj 9G8, 0? ) L-1 Cell#: �I�{ �QOa 0�� email: ptq � L'�� VC,L � , L.6o, Company Name: �1 �{ C.C7 C (Gc,Z ;L Address: �jp 6o,/- 0 S �R. ' '� YoN,� y t U1 01 4.Proposed Electrical Work/Fixture Count: (Ajt t,•.) {-, c�...t,.- .�c T'C►•�j o ry 5.3a Party Electrical Inspection Agency: S STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: rn!R I0/-j ?15121 G h being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual ing as the applicant)sign state that(s)he is the ;? V1Z 0/'-J -P15'a ic- { for the legal owner and is duly authorized to make and file this application. (Master Electrician/Licensed Installer) 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 before me this Sworn t of a me this y day of ,20 da of Signature of Property Owner gig a e of Applicant _ rn V YLDr,) Print Name of Property Owner n ame of Applican Notary Public NAtjAftMRJLL0 Notary Public,State of New York No.OIME6160063 Qualified In Westchester County Commission Expires January 29,202:7 3/3/2023 • STATEWIDE INSPECTION Sell-vice With bilegli-ii), ISI Main Street,Fishkill, NY 12524 1 emoil:office@swisny.com SWIS JOBAPPLICATION ;. 12.7224 fax914.219.1062 • • • Office USP Elect. Permit# � � � Date� � �3 Bldg Permit# Utility ID# Final Certificate# City/Village e �J Zip Township County J S� Address/ ` j� .N Cross Street Section�3r--33 Block / Lot Owner Name/Address of differe t than above) j­ Contact Number ❑Basement ❑1st Fl. ❑2nd Ff. ❑3rd Fl. ❑More Than 3 Fl. ❑Garage ❑Attic ❑Outside ❑Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact Amt Amps /D Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw Inch dss[ent Fluorescent SERVICE Amperage Voltage 1 P 3P #Meters #Disconnect ❑Underground ❑ New ❑Reconnect ❑Overhead ❑Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information _ e- I/l RE C IE E I SEP - 8 2023 VILLAGE OF RYE BROOK BUILDING DEPARTMENT This application is valid for one(1)year from the date received by SWIS.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 art- authorized to make the inspection and adjust the fee for the additional items inspected.The applicant declares that there is no open applications for the above address with any other inspection company.The applicant,owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Inspector Date Finalized Inspector# Company Name y C V ,��e Date 3 Signature Address '-'1 �U f J City/State ���<e�n Zip Code License# / Phone# DState Wide Inspection Services 1080 Main Street � - JUN 2 6 2024 Fishkill, NY 12524 �Vr 0845 202-7224 Phone VILLAGE OF RYE BROOK 914-219-1062 Fax STATE WIDE INSPECTION SERVICES BUILDING DEPARTMENT Email: office(coswisny.com Service With Integrity Website: www.swisny.com BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: MYCO Electric Inc Stuart Gelbard &Adrian Gelbard Myron Perich 51 Winding Wood Road 51 Gordon Street Rye Brook, NY 10573 Yonkers, NY 10701 Located at: 51 Winding Wood Road, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP23-196 135.33 1 29 Certificate Number: 2024-4093 Building Permit Number: BP 23-090 A visual inspection of the electrical system was conducted at the Residential occupancy described below.The electrical system consisting of electrical devices and wiring is located in/on the premises at: 51 Winding Wood Road, Rye Brook, NY 10573 The First Floor Kitchen was inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation, as set forth below,was found to be in compliance on the 26th day of June 2024. Name Quantity Rating Circuit Type GFCI 11 Switches 10 Dimmers 03 Hood 01 Cooktop 01 Oven 01 Dishwasher 01 Refrigerators 02 Disposal 01 Microwave 01 Luminaires 16 Officer: Frank J. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. � N a w wJ Q a x cr i--i M N ra a tc v F r ch Zo ON z W w rT1 � A v i A W 4 � �j CN ow ~ OC) ON z A °� N W � i • W F..,� W zz 1-4 a C > �- o W z N o z z o a p3 v a aLn A o � � � < A a w A � V I � �+ ►� GQ �I x � a DD y a �� FSEP 2 7 2023 BUIL E MENT LA VIL ' E OF RYE OK VILLAGE OF RYE BROOK 938 KING\ , ET RYE B ,NY 10573 BUILDING DEPARTMENT .or PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP#: "0 3— Q 9 C) PP#: pi3j/ V Approval Date: 3 Permit Fee: $ 3oC� /" Approval Signature: Other: Disapproved: (fees are non-refundable) ************************************************************************************************** Application dated, 4 is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove Plumbing as per detailed statement described below.The applicant&property owner,by signing this document agree that said plumbing work will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: S I W.0-d tl:x 4/ 30 P_" �/t $:9 ok SBL: Z35► 334—a / Zone: 2.Proposed Work: 3.Property Owner: JET C7 P-( 4✓ Address: ,5-1 �'� P Phone#: Cell#: !� 6�43 3e&zy email: 4.Master Plumber: Address:.22� Lic. #:�i-1 Phone#: Cell#: 6-2- 2 ml: �2�P�L Company Name: Ul1n�TZ k�12 Address: 'L U Sa-$� GO INDICATE FIXTURES&LINES TO BE INSTALLED AS PER THE FOLLOWING SCIIDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement 1 st Floor 2nd Floor 3'd Floor 4ch Floor 5'h Floor Exterior 5.* List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) -1- 3/3/2023 STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: S'ii CL-+Cc IL-d ,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 Master Plumber for the legal owner and is duly authorized to make and file this application. 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. Swom to efore me ' v Sworn to before me this 1-1 day of 20 day of 20 Signature of Property Owner Srgna of Applicant Ge IL c-,) S cd Print Name of Property Owner Pt Lamef Applicant O RIE BEDFORD CJL otary Polic tary Public-State of New York Npt�oryry Pu1�*Rl MELILLO NO.01 BE6130166 Nothry Public,State of New York Qualified in Westchester County No.01ME6160063 My Commission Expires Jul 11, 2025 Qualified In Westchester County Commission Expires January 29,2p2 This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. -2- 3/3/2023 R EC EME BUILDI MENT VIL ' '�E OF RY OOK SEP 2 7 2023 938 ICING ET RYE BR ,NY 10573 VILLAGE OF RYE BROOK -0 .���� 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 YOR(K, COUNTY OF WESTCHESTER ) as: �, sTtd d 1- (S—Z Ilo a 4 ,residing at, s J. (Print name) dress%Nhere vow 11%e) IV 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; -S� �ix W O e WC) C7 4 Q /1 , Rye Brook,NY. 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. ISi,nanue of Property Owner(s)) (Print Name of Property Owner(s)) Sworn to. efore me this day of 20 ANGELA MARIE BEDFORD Notary Public-State 1 New York N0.01BE6130166 M Qualified in Westchester County y Commission Expires Jul 11, 2025 (N Cary Public -3- 8/12/2021 e i M ,c t4 c d v \ N EOLO v 3 e as m M 4 0-4 o W Lnen lu 7 v ■ �7 �� I H� rN S � y y � �� O 0 .. A w Z r w F z L w < 'o^ tic O 00 z w W O A U c V M r 7 e c ° tA O z C d z p., >3 M a0 O r �1 u 4z win zz A V CIA w o Q w O x ' Eo � F �" z O F �L O o A ** r., z F ww p z 0 ' U. _ _ A a Z Q A oag E o w a :D W R. PQ TuF�i `� alb .i p �C� � ��� BUILD MENT VIL Q>,RY OOK OCT 17 2023 938 KI VG ��R 8R; ,NY 10573 �c -c VILLAGE OF RYE BROOK BUILDING DEPARTMENT APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING,VENTILATION AND/OR AIR CONDITIONING EQUIPMENT FOR OFFICE USE ONLY: Approval Date: \V v Pen-nit Fee: $ '— Approval Signature: Other: Disapproved: (fees are non-refundable) **,r***,r**,t*,t*,t*,►***,t,t**,r**,r************,r**************,r,t**,r,r**,r,r*,t,r******,r***************,t**********,t*,t REQUIREMENTS FOR RELEASE OF PERMIT&CERTIFICATE OF COMPLIANCE: l. Properly completed& Signed Application. 2. Site/Staging Plan if Required by the Building Inspector. 3. Copy of Licensed Contractor's Liability Insurance. (Village of Rye Brook must be listed as certificate holder)&Workers Compensation Insurance on a NYS Board form (Fonn#C 105.2 or Form#U26.3/or NY State Workers Compensation Waiver) 4. Payment of Fees/Unit: RESIDENTIAL=$100.00/unit•COMMERCIAL=$350.00/unit. 5. Complete specifications for each unit being installed. 6. Inspection by the Building Department for removal and/or installation.(48 hour notice required 7. Electrical work requires a separate Electrical Permit&Electrical Inspection. 8. Plumbing/Gas work requires a separate Plumbing Permit& Plumbing Inspection. Application dated, tC (-3 7;; is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or removal of the HVAC equipment as listed below.The applicant and property owner,by signing this document agrees that said equipment will be installed and/or removed in conformance with all applicable Local,County,State&Federal laws, codes,rules and regulations. / 1. Address: �( �l'//l�i....q ct�ood SBL: 139 3�J����I' c Zone:. R�� 2. Property Owner: 57-(-(A 27- L7,"Lf3A Zt� Address: 5?t±'-1K4f117iC'e,4d P-A) l-Ii Phone#: �'� y•47 3-.�6 a�G Cell#: email: L } �AIL21/�E1,�,M� • eery 3. Contractor: ^Q<Q�� e°Go k, J W_ Address:� FLwvy7 AI/E.Y/9��/.'rrNr o!Y Phone#: q1W-iLt / Cell#:e)14 -7 6 n r/5(n email:Ml kK_(4"4!1 ESJ3TCjt?Ib4- � fAJ�! 4. Scope of Work:New Installation(4-Replacement WJ-Removal( )-Other( ): 5. List Equipment: 21-00 NYP"A1A114Vhl. X 4-2-hVA tie e_yw,o�'1�E,Q— 7,.5 T¢n PYT*l wl«' A(X-1 fctXk)i,iJe t71SRt J <Ic D4c7"UwZ_g 6. Location of Equipment: Ajt%�- 5;jeP.- �CLQ 7. Method of Installation/Removal(list all equipment needed to perform job): 7 A)M fldj#-4W J 2(ram dew i7_< t 3/3/2023 OUN ST�►_�O,F NEW)'mi4K 5'6r. C��'WE g duly swo ) as: STD (�Gj1ZL_/t'(K�GI / being duly sworn,deposes and states that he/she is the applicant above named, (prifft name ofindividual signing as the applicant) and further states that(s)he is the Heating,Ventilation and/or Air Conditioning Contractor for the legal owner and is duly authorized to make and file this application. 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. -114 Sworn to before me this Sworn to before me this Z7 day of 120 day y- 20 2 Signature of Property Owner tb a of Applicant A Print Name of Property Owner Print Name ofApplicay Notary Public No id DANIEL CUEVA Notary Public-State of New York NO. OICU6349207 Qualified in Westchester County MY Commission Expires Oct 17. 2024 This application must be properly completed in its entirety and must include the notarized signaturc(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. 2 3/3/2023 R9 e6g,� HUTCy�Ns N / iz IA_U ��vr Ids.�u-"3UILT1TDi ?�=rat�t, �� .r.0 r •. �W Fp ;f r. PROPOSED NE PROPOSED . STORY AD VON 7 DECK AN / V fx o N ` STAIRS ! rIit ful - 1 1��•I�t�11;.1�1;� �U�tr I�„�� . SILL EL. / 202.84 EXISTING a ' ASPHgLT 1 112 STORY: I m BEYOND'. I�`I ;f1►;��, ,,:�.�!!{, DWELLING Oro !� DRIVE CURB' " -c FF SILL EL. �J. = 210 72 J Lol E COVEll x • fr � PRODUCT DIMENSIONSSPECIFICATIONS AFM SERIES HIGH EFFICIENCY SPEN MULTI-POSITION HYDRONIC HEAT DX COOL AIR HANDLERS Everything's Right Here- STANDARD FEATURES APPLICATION VERSATILITY Upflow or horizontal right as shipped (field-convertible for down-flow or horizontal left applications). Can be AHRI certified with most brands of air conditioners or heat pumps. ETL listed for use with either R22 or R410a when a proper metering device is used. MOTOR Constant torque ECM speeds and torques are controlled by software embedded in the motor to maintain constant torque. Motors are pre-programmed at the factory. LOW LEAKAGE CABINET Less than 20% air leakage from cabinet when tested in accordance with ASHRAE standard 193.Unit must be installed according to Airmark installation instructions. Sturdy, fully insulated galvanized steel cabinet with knockout for duct return. BLOWER Direct drive blowers circulate air quietly and efficiently. Motor speeds land torques programmed in the motor. Blowers mounted on rails so they can be easily removed for service. ELECTRONIC CONTROL BOARD An electronic board controls the functioning of the system reducing moving Representative image only.Some models may very in parts. The board provides for various hot water supply source connections and the blower time delay to maximize heat/cool extraction.As an enhanced appearance.Due co continuous product improvement, feature the pump circulates hot water every 6 hours to prevent coil freeze specifications are subject to change without notice. during off cycle. MODULAR HYDRONIC HEAT KITS Heat kits available with either circuit breakers or terminal blocks. Available in 2, 3 &4 row. Heat kits are easily installed in the field using Molex plugs or can be ordered factory-installed.Freeze stat is standard,wired into circulating pump control circuit. Controls are accessible from the front for easy service. Electrical connections can be made from the top or left. Disconnect does not protrude through the wall panel. Fan time delay relay standard for increased efficiency. Heat kits are available with or without circulating pump and check valve. Units are provided with auxiliary relay for remote pump. Schrader ports are standard on water-out manifold, hose bib available as an option. DX COIL High efficiency rifled copper tubes/enhanced aluminum fins provide maximum heat transfer. All coils Immersion tested at 500 psi then nitrogen pressurized and factory sealed for maximum reliability. Liquid-line Schrader allows pre- installation pressure testing. Available with either orifice or TXV metering device. Field-installable bolt-on TXVs are also available. Rugged, UV safe, GLP drain pan holds minimal condensate while eliminating the possibility of corrosion. Galvanized metal drain pan with bottom primary and secondarryy drain connections or alternate right side primary, All connections 3/4" FPT. Access door allows for coil cleaning. WARRANTY Five-year limited parts warranty. OPTIONS See options menu. Phone: 281.441.6500 Toll Free: 800.423.9007 HARDI G+ 'KIa Fax: 281,441.6510 � ,us urMrao w�nn� USA www.aspeomfg.com p For complete warranty details visit www.aspenmfg.com. Revised 12/11/18.In keeping wick its policy of continuous progress end product improvemert.Aspen resenres the right to make changes wthout nabce and incurring oblipaur..q 2018 HEATING AND COOLING PERFORMANCE PERFORMANCE DATA ELECTRICAL DATA Heating Capacity BTU/HP1 MINIMUM MAX Model Hydronic Standard pump at 3,5 GPM Nominal Cooling Heat Kit Rows Coil P.D. Nominal Airflow CIRCUIT BREAKER Model (FT'WTR') Entering Water Temp AMPACITY OR FUSE 120 140 160 180 (MCA) SIZE W*2SP 2 5.6 17770 24900 32250 39600 AFM 18'19 18.000 6.6 '15 W*3SP 3 4.2 21600 30500 39450 48400 17 AFM24/25 24,000 W*2SP 2 5.6 20200 28500 36950 45400� 6.6 15 Yl� W*3SP 3 4.2 25000 35300 45800 56300 \V*2SP 2 5.6 22100 31300 40645 49990 AFM3C, 3'. 30,000 'V-3SP 3 4.2 27700 39100 50750 62400 9,1 20 4 2.2 31000 43900 57000 70100 W*2SP 2 5.6 23700 33500 43550 53600 AFM36'37 36,000 W*3SP 3 4.2 29800 42100 54700 67300 9.1 20 W*4SP 4 2.2 335OG 47400 61600 75800 W*2LP 2 5.6 30200 42600 55300 68000 AFM42j43 42.000 W*3LP 3 4.2 36300 51400 65000 78600 14.3 P 5 W*41-P 4 2.2 43600 61600 77250 92900 W*2LP 2 5.6 31700 44800 58100 71400 AFM48,49 48.000 W*31-P 3 4.2 1 38200 54000 67300 80600 14.3 25 W*41-P 4 2.2 45900 64900 81450 98000 W*21-P 2 5.6 32900 46600 SD500 74400 AFM60 61/62 60,000 W*3LP 3 4.2 39700 56200 70100 84000 14.3 P5 W*41-P 4 2.2 47800 67600 84900 102200 AFM23 24000 W*2SP 2 5.6 20200 28500 36950 45400 6.6 '15 W*3SP 3 4.2 1 25000 35300 45800 56300 W*21VIP 2 5.6 27040 38215 49610 61005 AFM35 36000 W*3MP 3 4.2 33185 46900 59540 72180 9.1 PO W*4MP 4 2.2 38750 54B05 69815 84820 W*3XP 3 4.2 38195 54020 65C95 76170 AFM47 48000 14.3 25 W 4XP 4 2.2 48200 68125 83380 98640 PERFORMANCE DATA ELECTRICAL DATA Heating Capacity BTU/HR MINIMUM MAX Hydronic High Pressure Drop pump at 5 GPM Model Nominal Cooling Heat Kit Rows Coil P.D. Nominal Airflow CIRCUIT BREAKER Model (FT'W7R') Entering Water Temp AMPACITY OR FUSE 120 140 160 180 (MCA) SIZE AFM 18;'19 18,000 W*2SB 2 5.6 18700 26400 34150 41900 W*3S8 3 4.2 22900 32300 41750 51200 6,6 15 AFM24;225 24,000 W*2S8 2 5.6 22600 31600 40550 49500 6.6 15 W*3S8 3 4.2 26900 38000 49150 60300 W*2S8 2 5.6 23900 33800 43800 53800 AFM30/31 30,000 W*3S8 3 4.2 30100 42500 55100 67700 9.- 20 W*4S8 4 2.2 34000 48000 62300 76600 W'2S8 2 5.6 25800 36500 47350 58200 AFM36/'37 36,000 W*3S8 3 4.2 32800 46300 60000 73700 9., 20 W*4S8 4 2.2 37200 52600 68200 83800 W*2LB 2 5.6 1 33200 46800 60650 74500 AFM42/43 42,000 W'3LB 3 4.2 40500 57300 70850 84400 14.3 P5 W*41-8 4 2.2 49000 69300 86450 103600 W*21-8 2 5.6 34900 49300 63900 78500 AFM48;49 48,000 W*31-8 3 4.2 42750 60450 74825 89200 14,3 P6 W*4L8 4 2.2 52000 73500 91725 109950 W*21-8 2 5.6 36600 51800 67150 82500 AFM60,-61/62 60,000 W*31-8 3 4.2 45000 63600 78800 94000 14.3 25 W'41-8 4 2.2 55000 77700 97000 116300 AFM23 240D0 W'2S8 2 5.6 22600 31600 40550 49500 W*3SB 3 4.2 26900 38000 49150 60300 6.6 15 W'2M8 2 5.6 29625 41875 54295 66715 AFM35 36000 W-3M8 3 4.2 36870 52095 65800 79505 9. 15 W*4M8 4 2.2 43535 61545 78050 94560 W*3X8 3 4.2 43295 61300 73190 85075 AFM47 48000 W*4X8 4 2.2 55360 78230 95070 111900 14.3 25 BLOWER MODEL SPEED MOTOR MOTOR MOTOR CFM V. EXTERNAL STATIC* TAP HP AMPS VOLTAGE 0.10 0.20 0.30 0.40 0.50 TAP 5 900 853 797 738 673 ...•••_........ ..7 ....................................................••-•...............•••---•-- TAP 4 670 646 613 592 553 ---------... ........0 ....................................---.............. ..1...•... .................. AFM 18/19/24/25 TAP 3 1/3 4.8 500 476 452 421 400 ..._.••••••- ...................................... ............ 3............. .................-.--..... TAP 2-•- 400 381 360 39 3 12 TA 900 853 797 738 673 TAP 5 895 860 815 770 705 ............... ..................................... ......................................................... TAP 4 825 795 770 750 700 AFM23 TAP 3 1/5 4.8 770 735 705 685 665 TAP 2 705 675 655 615 595 TAP1 655 615 605 580 540 TAP 5 1150 1087 1030 975 910 ..........••••• ...•-•..........................................................•.......-•-•.................. TAP 4 1080 1048 1010 960 895 ............ ........ AFM 30/31/36/37 TAP 3 1/2 6.8 900 862 825 796 745 ......•••...... ......................................................... ................... ................. TAP 2 700 663 632 600 552 TAP 120 500 473 449 421 395 TAP 5 1245 1190 1130 1085 1020 .............•. ............................................................................ ................... TAP 4 1170 1130 1085 1045 1000 AFM35 TAP 3 1/2 5.4 935 910 865 840 805 ...TAP.••••••..... .......815............--.......785.......... ......._...745_..............7 I...5.................685.._....... 2 ....AP.I.... ......6B5....................655............ .......605....................580.......... ...........520....... TAP TAP 5 1850 1806 1752 1700 1652 TAP 4 1704 1656 1600 1532 1479 .......... ............................................................................................... AFM 42/43/48/50/61/62 TAP 3 1 10.9 1494 1461 1426 1400 1364 ...... ........................ TAP 2 1350 1310 1272 1229 1175 ............... _..................................... .....-••--...........•-••-•••............................ TAP1 676 652 621 600 559 TAP 5 1950 1860 1845 1805 1780 .............. ..............._...................... ...... TAP 4 1765 1740 1725 1685 1660 .................................................................••••..... *3­8 TAP 3 1 10.9 1500 1480 1450 1415 1385 ...................................... .........• E.._....... -0-...... TAP 2 1245 1205 1185 1150 1105 ...................................... ......................... TAP1 1010 900 825 755 705 *Dry coil NOMENCLATUREAIR HANDLER CHASSIS AFM is G -001 Metering device 4-non-bleed A/C or H/P R410 TXV AFM-120V Constant torque ECM Nominal (tonnage a MBTUH B-20%bleed A/C or H/P R22 TXV MultWosition Air Handler F-Flo-rater Option Code G-R41 De Flo-rater X-non-bleed A/C or H/P R22 TXV HYDRONIC HEAT KIT NOMENCLATURE W C 2 S P Interruption B2A S=ABM18,19,23,24,25,30,31.36.37 L-Less Pump and Check Valve Water heat C=Circuit Breaker 2 M=ABM35 P-with Standard Pump and Check Valve (hydronic) T=Terminal Block 3 L=ABM42,43,48,49,60,51,62 R-with 009 High Pressure Drop Pump 4 X=ABM47 8-with 008 High Pressure Drop Pump ark ^cr;- WWI _ r +_ _ _. �.. R�v �� 1 .� Zi •I _ -i 1'/!w) 'N. '�i��R '� �' C. .T 1 U 1_! Y_ t 1 _-__...,..,{ .. '! _.�_.__ _ • ��r+w.+. __ �r��..-.. � ..... �-�. �rf.•..�.rr_.... � ...�._+_._� C-+rT•er/1+._r...... .�..- ...r..� , ._ ..-._w.f, . !•+ r+J.?vkt��. � . T Y I « FS ,W ` a 1. _ � � ', � }c. t ka rs^"i9r: c '.' r r' -', •ya. iF� _ � ,� ..i � 31 .1•:•: � DIMENSIONS • Figure FILTER PISTON SHIP SKID MODEL A B c D E F G i K SIZE SIZE WEIGHT QTY (LBS) AFM18+W* 21 49-1/4 20.1/2 18-3/4 12 7.1/4 10.1/4 18-1/2 1&1/2 [533] [1251] [521] [476] [305] [184] [260] [470] [470] 16X20 0.055 99 4 AFM19/24/25+W* 21 49-1/4 20.1/2 18-3/4 12 B-1/4 12-1/4 18-1/2 1B-1/2 16X20 0.059 100 4 [533] (1251] 1521] (476] [305] [209] [311] [470] [470] AFM30/31+W* 21 49.1/4 20.1/2 18-3/4 12 B-1/4 14-1/4 18-1/2 18-1/2 [533) [1251] [521] [476] (305) [209] [362] [470) [470] 16X20 0.068 118 4 AFM36+W" 21 49-1/4 20.1/2 16-3/4 12 10.1/4 16-1/4 18-1/2 16-1/2 [533] (1251] [521] [476] [305) (260] [412] (470] [470] 16X20 0.068 118 4 AFM31/37+W* 21 49-1/4 20.1/2 18-3/4 12 10.1/4 16.1/4 18-1/2 18-1/2 [533] (1251] [521] (476] [3051 1 (260) [412] (470) (470J 16X20 0.074 147 4 AFM42+W* 24-1/2 57 20.1/2 22-1/4 14.3/4 11 16 22 18.1/2 [622] (1448] [521) [565] (375] (279) 14061 [559] [4701 20X20 0.080 153 4 AFM48+W* 24-1/2 57 20.1/2 22-1/4 14-3/4 13 18 22 18-1/2 20X20 0.084 180 4 [622) [1448] (521) (565] [375] (330) (457] [559] [470) AFM43/49/60/62+W* 24-1/2 57 20.1/2 22-1/4 14-3/4 13 18 22 18-1/2 20X20 0.084 180 4 [622) [1448) (521] [565] [375) (330) (457] (5591 [470) AFM61+W* 24.1/2 57 20.1/2 22-1/4 14-3/4 15 20 22 18-1/2 [622) [1448] [521] (565] [375) [381] (508) [559] [4701 20X20 0.092 200 4 AFM23+W* 21 40 20.1/2 18 16 6-3/4 10.3/4 18-1/2 1&1/2 [533] [1016] [521] [457) [406] [171) [2731 [470) [4701 1SX20 0.059 100 4 AFM35+W* 21 42 23 18 19 B-3/4 12-3/4 18 20 [533] [1067] [584] [457] [483] [222] [324) [457] [533] 20X20 0.068 170 4 AFM47+W* 21 48 28 18 24 11-3/4 15-3/4 18 25 (533] [1219] [711] [457] [610] [298] [400] [457] [660J 20X25 0.084 200 4 Figure 1 D - -- J varAc•�__.. __ -1-- WAIW OU (J *AIR 11 yum H'n 801TOM OPENING A? �cam LOW _ OLtAce B wcno..u.a L •g ���SSS- -F ------- - " ,�bAR,�•A�L ............. ............. ..........� ICI n e. Phone: 281.441.6500 Toll Free: 800.423.9007 ASPEN Fax: 281.441.6510 wmaspenmfg.com Everything's Right Here 6 Air Cond/Honing Aittig-iffna A SXH3 AMERICXS BRAND FOR COMFORT ENERGY-EFFICIENT SPLIT SYSTEM AIR CONDITIONER UP To 14.5 SEER2 1% TO5ToNs Contents Nomenclature.......................................2 Product Specifications ..........................3 Expanded Cooling Data ........................4 Performance Data...............................18 Wiring Diagram ...................................20 Dimensions .........................................21 Accessories .........................................21 �s Standard Features Cabinet Features • Energy-efficiert scroll compressor • Removable grille-style top design • High-density foam compressor compliant with UL 6033S-2-40 sound blanket • Venturi for increased velocity of airflow • Advanced Copeland""CoreSenseTM • Attractive Architectural Gray powder-paint Technology finish with 500-hour salt-spray approval • Copper tube/enhanced aluminum • Wire fan discharge grille fin coil-5mm diameter • Steel louver coil guard • Single-speed PSC condenser fan motor a Top and side maintenance access • Factory-installed filter drier a Single-panel access to controls with space • Sweat connection service valves provided for field-installed accessories with easy access to gauge ports • Contactor with lug connection • Ground lug connection • AHRI Certified; ETL Listed woemtrsr eotrrw c w • or uAU"SYST eareto MMNM A"= PA11T5 a•traonwveL carnetwetntaeL orn w aott. .iao tractm— . Intertek 'Complete warranty details available from you•local dealer or at w nvamana-hac.com.To receive the 10.Vear Parts limited Warranty,online registration must be completed within 60 days of irubliation.Online registration is not required in Callfomia or Quebec.-tie duration of warranty coverages In Teas differs in some cases. SS-ASXH3 www.amana-hac.com 06/23 Amana•is a registered trademark of Maytag Corporation or its reiated companies and Is used under Icense.All rights reserved. Supersedes 11/22 NOMENCLATURE A S X H 3 0 36 1 0 A A 1 2 3 4 5 6 7,8 9 12 Brand Minor Rev A-Amana°Brard A Major Rev Product Category A S Split System R-410A Variation Unit Type Electrical X Condenser 1 208/230 V,I Phase,60 Hz 7 Heat Pump Nominal Tonnage Feature 18-SYz tons 36-3.0 Tons N Value C Premium 24-2 tons 42-3.5 Tons -i Enhanced V U timate 30-2Yz tons 48-4.0 Tons 60-5.OTons SEER2 Sales Region 13.4 -13.7=3 16.6-17.5=7 N -North 13.8 14.5=4 17.6-18.5=8 S -Southeast&North 14.6 -15.5=5 18.6-19.5=9 0-All Region 15.6 -16.5=6 19.6+ =0 2 www.amana-hac.com SS-ASXH3 • r� PRODUCT SPECIFICATIONS .� N3 WA*(137 '' N4210A .� COOLING CAPACITY Nominal Cooling(BTL/h) 18,000 24,000 30,000 36,000 42,000 48,000 60,000 Decibels(dBA) 68.0 68.0 72.0 70.0 69.0 73.0 73.0 COMPRESSOR RLA 9.0 =1.5 12.8 14.1 17.7 18.5 25.6 LRA 47.5 59.5 67.8 87.4 110.2 124 150 Stage Single S ngle Single Single Single Single Single Type Scroll Scroll Scroll Scrol Scroll Scroll Scroll CONDENSER FAN MOTOR Motor lype PSC PSC PSC PSC PSC PSC PSC Horsepower(RPM) 1/8 1/8 1/6 1/6 1/6 1/4 1/4 FLA 0.70 0.70 0.95 0.95 0.95 1.30 1 1.30 REFRIGERATION SYSTEM Refr gerant Line Size' Liquid Line Size("O.D.) %a" /e" %" %' ''/e" 3/a" W, Suction Line Size("O.D.) k" ra' 1%" 1%" 1%a" Refr gerant Connection Size Liquid Valve Size("O D.) ''/e' ''/s" %a" I W, W, Suction Valve Size("O.D.)2° ''/." ''/." %" Valve Connection Type Sweat Sweat Sweat Sweat Sweat Sweat Sweat Refrgerant Charge4 62 75 78 71 115 120 130 ELECTRICAL DATA Voltage-Phase 208/230-1 208/230 1 208/230-1 I 208/230-1 208/230-1 208/230-1 208/230-1 Minimum Circuit Ampacity 5 12.0 15.1 17.0 I 18.6 23.1 24.4 33.3 Max.Overcurrent Protection 6 20 25 25 30 40 40 50 Min/Max Volts 197/253 197/253 _97/253 197/253 197/253 197/253 197/253 Electrical Condu It Size %2"or'/." %"or'/<" Y."or'/." Y:"or W, A"or W %2"or'/." %:"or'/." Equipment Weight(Ibs) 122 136 151 153 188 215 227 Ship Weight(Ibs) 135 149 166 168 203 235 247 one saes denoted for 25'line sets,tested and rated in accordance w,tn AURI Standard 1,10/240.For other kne-set lengtns or sizes, refer to the Installation&Operating instructlons and/or the long line-set guidelines. 2 wire size should be determined n accordance with National Elecctrica Codes;extensive wire runs will require larger wire sizes ' Must use time-delay fuses or HACR-type circuit breakers of the same size as noted. ' Installer will need to supply'Y."to Y.."adapters for suction line connectors. s Installer will need to supply V to 1Y."adapters for suction line connectiors ' Must use time-delay'uses or HACR-type circuit breakers of the same sze as noted. NoT[s • Always check the S&R plate for electrical data on the unit being installed. SS-ASXH3 www.amana-hac.com 3 �yE cy�4•°uJJ� c,. . 19 VILLAGE OF RYE BROOK MAYOR 938 King Street,Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A.Klein (914)939-0668 Christopher J.Bradbury www.tyebrook.org TRUSTEES ACTING BUILDING&FIRE INSPECTOR Susan R.Epstein Steven E.Fews Stephanie J.Fischer David M.Heiser Salvatore W.Morlino NOTICE OF HEARING ON APPLICATION .notice is hereby given that the undersigned has filed an application to appear before the Zoning Board of Appeals of the Village of Rye Brook. Application # ZBA22-039 Applicant: Stuart Gelbard &Adrian Gelbard 51 Winding Wood Road Rye Brook, New York 10573 Applicant Proposes to: Construct a rear one-story addition and new deck. At the premises known as 51 Winding Wood Road in the Village of Rye Brook, New York, situated on the northwest side of Winding Wood Road, at the intersection of Latonia Road and Winding Wood Road, designated and shown on the most current tax map as Parcel ID# 135.33-1-29, the applicant does hereby request a variance(s) from the following applicable section(s) of the Zoning Ordinance: 5250-37.B. The maximum allowable main building coverage is 16%. The proposed rear one-story addition will result in a main building coverage of 16.3%. Therefore, a main building coverage variance of .3% is requested. 5250-20.E. The maximum allowable gross floor area is 3,429 square feet. The proposed rear one-story addition will result in a gross floor area of 3,518 square feet. Therefore, a gross floor area variance of 89 square feet is requested. R public hearing on said application will be held before the Village Zoning Board of Appeals on Tuesday, February 7,2023,at 8 o'clock p.m. at the Village of Rye Brook Offices located at 938 King Street,Rye Brook, NY 10573. Plans and other materials associated with the proposed application may be reviewed and downloaded via the Public Meetings &Video link from the Rye Brook website homepage and are available for review at the Building Department. Dated: 61-17,-74Z3 9= Christopher J. Bradbury, e Clerk J��+4�v'•W Y OT VU 4014 anniv000w* VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A.Klein (914)939-0668 Christopher J.Bradbury www.tyebrook.ore TRUSTEES BUILDING&FIRE INSPECTOR Susan R.Epstein Michael J.Izzo Stephanie J.Fischer David M.Heiser Salvatore W.Morlino NOTICE OF DISAPPROVAL Application # 22-039 December 13, 2022 Stuart Gelbard&Adrian Gelbard 51 Winding Wood Road Rye Brook,New York 10573 PLEASE TAKE NOTICE that your application for building permit dated,December 9,2022, for the premises located at 51 Winding Wood Road,Parcel ID# 135.33-1-29,has been disapproved because of non-compliance with the following section(s) of the Code of the Village of Rye Brook: 9250-37.B. The maximum allowable main building coverage is 16%. The proposed rear one-story addition will result in a main building coverage of 16.3%. §250-20.E. The maximum allowable gross floor area is 3,429 square feet. The proposed rear one-story addition will result in a gross floor area of 3,518 square feet. Please revise your plans to fully comply with the applicable section(s)of Village Code,or an appeal to this decision may be brought before the Village Zoning Board of Appeals (ZBA) in accordance with §250-13 and §250-40 of the Code of the Village of Rye Brook. Applications to appear before the ZBA are available at the Building Department or online at www.ryebrogk.org. Sincerely, Michael J. Izzo Building& Fire Inspector LDI LDI BUI15TM ENT DVIOK ECMWIE DEC 2 0 2022 RVILLAGE OF RYE BROOK BUILDING DEPARTMENT APPLICATION TO THE ZONING BOARD OF APPEALS Application Fee: $350.00 (paid - Escrow Fee: S1,000.00 (v4aid Date.- Subject Property: '.Stt (- i i4o m (,. WL,r,4) ,'p WWzM Parcel ID#: Oy. 33 - -Z 9_Zone: A-1157 Property Owner: S'Tt;Ady- $ Narlan (,,_c_C)&a ) Address: S( W I"V In q uamlA K•d t46M1; Phone#:9T3 3Cc4ell#: email: 5 G e�L �!(.l���jaYr1►? Applicant: _�bhvi G JrL h<ZA4$}c.7" Address: C Ker,i.Gor''+ Phone#: 6 I A) 7I 4— W YZ Cell 7/4—0/S Z ;3_3 yrU/n / Lv1 /-y email: Attorney/Agent: Address: Phone#: Cell#: email: The applicant named herein does hereby request an appeal from the decision made by the Building Inspector on an application dated i 2.1 13 J Z,oZZ , 20 ,whereby the Building Inspector did: Grant: ( )/Deny: (--� the applicant a permit for FjLa r- z,y,�� �, IA3cn cA Hh j&I,oL.a j7.e CIA 1. Type of Appeal: (4ariance to the Zoning Ordinance ( )Interpretation of the Zoning Ordinance ( ) Certification for Continuation of a Nonconforming Use ( ) Permit for Occupancy ( ) Permit for Use 2. This application relates to: ( )Use (Area ( )Height ( )Setback ( )Other: In connection with: ( )A Proposed Building (JfAn Existing Building 3. Previous Appeal(s); ( )Have (✓Nave Not been made with respect to this particular decision of the Building Inspector, and ( )Have ( )Have Not been made with respect to any other previous decision(s) made by the Building Inspector regarding the subject property. List All Previous Zonina Appeals Either Granted or Denied Concernini! the Subject Propertv a. A requested variance was( )Granted/m6enied on application# I$ Z19 dated, A 11a for. 51 me., a.00-�-1 e^ c.�! , 4-14 d-W/f7a� 7�► �2. �Giu-J� b. A requested variance was ( )Granted/( )Denied on application# dated, for, c. A requested variance was ( )Granted/( )Denied on application# dated, for, 1 (Use additional sheets if necessary) 8/12/2021 4. Alteration: If work constitutes an alteration or extension to an existing building, describe briefly: tines IA o 1-in or " car-ems.-fie. o,, rl-e. , j_ar�er �� 1�nc�-hen `� Baer -M --X.kS-fin►^a ��,r �l't.c r;2n Ar)n �D : �i �.� I�.�C.Y �.tL� 1 r�✓l�,t ' ` G[�r'�1 LY►. 5. Construction Cost: What is the estimated cost of the proposed work? $ I SDJ WO - 6. Reasons for Appeal: A. An Area Variance to the Zoning Ordinance is requested because strict application of the ordinance would create the following hardship: �1.� -2�,��5�1 r T r�� }�4 5 0� S N^�ll k -fiche►'� th fn?nt yF ,e. u.J ►kll ta �i►•�, /m ar a-F Fla-j'7-e. &L. n-e wctvi}� - A c re"'-e. tom.. h AQi' 6lC ��� 't-o `Q��S�hl �r►•iy 12cclm. �t5 1-4zc 5 Lr�� � 1�e-Q� �f � �-o �ra�T of I-�c,.,7sx., u.,�v�r� I-�aue_ �� 4r�.,�e� �n�.Qu� o,� �'1�•�f>a�/��xp B. An Interpretation of the Zoning Ordinance is requested because: C. A Use Variance to the Zoning Ordinance is requested because strict application of the ordinance would create the following hardship: 2 (Use additional sheets if necessary) 8/12/2021 7. Requested Zoning Appeals: I. Section of Rye Brook Code: § ZSy 3^7 . (� Zoning Requirement: 0Id-/, w\."-p G\kQjxaI A. P\A(n BLp(a Proposed Work: II& SAES04 O pil I h c LAJ I II "%••t.r /Ih c— Ma/n CpC 6o►;,4ra yr. c f I G, 3 Requested Variance: ".9 ct r-C gle c:f�5 4-1 r,y c, 3 ,2 P d/.-v OW C II. Section of Rye Brook Code: § LSa e Z p Zoning Requirement: `V,% . M 6-Yj n^-j r-% we goa= ALA- I S 3,42E 5CL FT Proposed Work: _ X)Ca OoSen nng S�ac�a rLr4Xr- ano J414.-, w►Il GYe�k. o. T Requested Variance: l.W 6t✓-0-- cti .SO 1"-1- T2,aq,,L 4&?:�CAt Ua r/a MA III. Section of Rye Brook Code: § Zoning Requirement: Proposed Work: Requested Variance: IV. Section of Rye Brook Code: § Zoning Requirement: Proposed Work: Requested Variance: V. Section of Rye Brook Code: § Zoning Requirement: Proposed Work: Requested Variance: 3 (Use additional sheets if necessary) 8/12/2021 8. Item checklist of information from instruction sheet: (.'Letter of Disapproval (� Properly Completed & Signed Original Zoning Variance Application ( � Two (2) Sets of Sealed Plans (� Non-refundable Application Fee of$350.00 Escrow Account Fee of$1,000.00 (� Provisions of any deeds, covenants, easements or restrictions affecting the kind of improvements allowed or prohibited upon the premises. ( ) Notarized Mailer& Sign Affidavits, Area Map &Public Notification List (Please note that the notarized affidavits must be received by the Building Department by no later than the Tliursday prior to the scheduled zoning hearing) Nk####kk#k##4#########k#krt#####k#####rtrt#kk#Frt#k#k##k#kk####k4N####k####k###44########k###k#k#k######k#rtk### This application must include the notarized signature(s) of the applicant of record as well that of the legal owner(s) of the subject property in the spaces provided below. Any application not properly signed shall be deemed null and void and will be returned to the applicant. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: z5bk,\" G Sco'r-(avAr-' aL.' ,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 AercA"_"Q C' 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 determination of, and any conditions set by the Rye Brook Zoning Board of Appeals, 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 oZ.Z� Sworn to before me this day of No ve.Mber , 20a2, day of ,20 Z Notary P lic Notary Public Signature of Property OOwwne/r/ Signature of Applicant Print Name of Property Owner Print Name of Applicant KAM R. CAMZZi W NANCY F NAULAGUARI NOWY h11t, Stft Of NOW YWk NOTARY PUBLIC-STATE OF NEW YORK NO' OICA6150664 No.01 NA6289948 QWdMW in PAdMHd County Qualified in Westchester County 4 Comnmision Expires August 7, 2-0 Z(, My Commission Expires 09-30-201-5 8/12/2021 o 4p, 51 Winding Wood Road €;4. r W Rye Town, NY i ChfSTCp„``a� ,.... S 1 inch = 71 Feet www.cai-tech.com January 12, 2023 0 71 142 213 r � a 8 e 1 39 30 9 e p 29 s• 10 x 19]29 g 28 M felt by Y 1�00 27 % Paal 8 b s$ xib / Pal b b'4 a 7/ 12757 ~ 00 A Ifb.� 16 Pe r 71 lotrpp -- 17 / 30 ■ a >c 18 j j h g J R Data shown on this map is provided for planning and informational purposes only.The municipality and CAI Technologies are not responsible for any use for other purposes or misuse or misrepresentation of this map. JOHN G. SCARLATO JR. FEB - 3 2023 VILLAGE OF RYE BROOK BUILDING DEPARTMENT ARCHITECT 33 BYRAM HILL ROAD ARMONK, NY 10504 PHONE 914 273-7350 FAX 914 273-9222 February 3, 2023 Village of Rye Brook 938 King Street Rye Brook,NY 10573 I RE: 51 Winding Wood Road AFFIDAVIT OF MAILING NOTIFICATION & POSTING OF SIGN Dear Zoning Board of Appeals: This letter is stating that my office Mailed out the Notice of Public Hearing letter for 51 winding wood road according to the village's regulations. The mailing was mailed on January 24 2023. The sign was created in accordance with the regulations of the village of Rye Brook and put up on January 24, 2023 and will stay up till after the meeting on February 73, 2023. Sincerely, John G. Scarlato Jr. !(AREN R,CAPPLIZZELLO NOTARY PUBLIC,STATE OF NEW YORE( 3�`.1 01CA61506r,4 Swom to before me this day RnrklmidcowAy / August 7,2026 h , 2023 Notary Public 250 foot Abutters List Report €y; Rye Town, NY .xlFebruary 06,2023 �cyf ie 4;7 Subject Property: Parcel Number: 135.33-1-29 Mailing Address: Stuart Gelbard Adrian Gelbard CAMA Number: 135.33-1-29 51 Winding Wood Rd N Property Address: 51 Winding Wood Rd N Rye Brook, NY 10573, Abutters: Parcel Number: 135.25-1-1 Mailing Address: Sylvester Gutierrez Taylor Gutierrez CAMA Number: 135.25-1-1 47 Winding Wood Rd N Property Address: 47 Winding Wood Rd N Rye Brook, NY 10573, Parcel Number: 135.25-1-2 Mailing Address: Tamara Feurstein Seymour Feurstein CAMA Number: 135.25-1-2 45 Winding Wood Rd N Property Address: 45 Winding Wood Rd N Rye Brook, NY 10573, Parcel Number: 135.26-1-39 Mailing Address: Peter Klein Robin Klein CAMA Number: 135.26-1-39 44 Winding Wood Rd N Property Address: 44 Winding Wood Rd N Rye Brook, NY 10573, Parcel Number: 135.33-1-14 Mailing Address: Kimberly Y. Roy James A. Roy CAMA Number: 135.33-1-14 8 Mark Dr Property Address: 8 Mark Dr Rye Brook, NY 10573, Parcel Number: 135.33-1-15 Mailing Address: Pasquale Romanella Anna Romanella CAMA Number: 135.33-1-15 7 Mark Dr Property Address: 7 Mark Dr Rye Brook, NY 10573, Parcel Number: 135.33-1-16 Mailing Address: Richard C. Buzin Gail S. Buzin CAMA Number: 135.33-1-16 6 Mark Dr Property Address: 6 Mark Dr Rye Brook, NY 10573, Parcel Number: 135.33-1-17 Mailing Address: Michael S. Hoffman Barbara Bernstein CAMA Number: 135.33-1-17 5 Mark Dr Property Address: 5 Mark Dr Rye Brook, NY 10573, Parcel Number: 135.33-1-18 Mailing Address: Christopher Perrotta Felicia Perrotta CAMA Number: 135.33-1-18 4 Mark Dr Property Address: 4 Mark Dr Rye Brook, NY 10573, Parcel Number: 135.33-1-26 Mailing Address: Kevin Chason Rachel F. Chason CAMA Number: 135.33-1-26 57 Winding Wood Rd S Property Address: 57 Winding Wood Rd S Rye Brook, NY 10573, Parcel Number: 135.33-1-27 Mailing Address: James T. Ghanem Rawan S. Ghanem CAMA Number: 135.33-1-27 55 Winding Wood Rd N Property Address: 55 Winding Wood Rd N Rye Brook, NY 10573, www.ca!-tech.com Data shown on this report is provided for planning and informational purposes only.The municipality and CAI Technologies 2/6/2023 are not responsible for any use for other purposes or misuse or misrepresentation of this report. Page 1 of 2 Abutters List Report- Rye Town, NY 250 foot Abutters List Report o" 'fy- Rye Town, NY sr 3;ti February 06,2023 . o Parcel Number: 135.33-1-28 Mailing Address: Glenn D. Brettschneider Pamela CAMA Number: 135.33-1-28 Brettschneider Property Address: 53 Winding Wood Rd N 53 Winding Wood Rd N Rye Brook, NY 10573, Parcel Number: 135.33-1-30 Mailing Address: Thomas J. Genova Wanda Genova CAMA Number: 135.33-1-30 49 Winding Wood Rd N Property Address: 49 Winding Wood Rd N Rye Brook, NY 10573, Parcel Number: 135.34-1-10 Mailing Address: Alexander M. Klein Sandy Klein CAMA Number: 135.34-1-10 50 Winding Wood Rd N Property Address: 50 Winding Wood Rd N Rye Brook, NY 10573, Parcel Number: 135.34-1-11 Mailing Address: Donald H. Heithaus Janet F. Heithaus CAMA Number: 135.34-1-11 60 Winding Wood Rd S Property Address: 60 Winding Wood Rd S Rye Brook, NY 10573, Parcel Number: 135.34-1-12 Mailing Address: Jeffrey Weintraub Robyn S. Weintraub CAMA Number: 135.34-1-12 1 Latonia Rd Property Address: 11 Latonia Rd Rye Brook, NY 10573, Parcel Number: 135.34-1-8 Mailing Address: Nathan Unger Mindy Unger CAMA Number: 135.34-1-8 59 Winding Wood Rd S Property Address: 59 Winding Wood Rd S Rye Brook, NY 10573, Parcel Number: 135.34-1-9 Mailing Address: Yuval Meron Jana Meron CAMA Number: 135.34-1-9 46 Winding Wood Rd N Property Address: 46 Winding Wood Rd N Rye Brook, NY 10573, www.Gai-tech.com Data shown on this report is provided for planning and informational purposes only.The municipality and CAI Technologies 2/6/2023 are not responsible for any use for other purposes or misuse or misrepresentation of this report. Page 2 of 2 Abutters List Report- Rye Town, NY a 51 Winding Wood Road T�€ art w I Technologies Rye Town, NY •sica,: 1 inch 142 Feet www.cai-tech.com = February 6, 2023 0 142 284 426 �r Harrison ' 37 35 r 3 31 / 2 D 34 Y 3 7 3e 33 i �r 30 9 12 10 s 23 27 =--_ 14 5 _�l 16 17 - e / k4ft / , } 13533 � "'- e Ar 14_. Data shown on this map is provided for planning and informational purposes only.The municipality and CAI Technologies are not responsible for any use for other purposes or misuse or misrepresentation of this map. BRC�uk• Village of Rye Brook ends Zoning Board of Appeals Meeting Tuesday,February 7,2023 at 8:00 PM Village Hall,938 King Street 1. ITEMS: 1.1. ZBA22-032 DRJ West LLC 32 Lincoln Avenue Expand existing parking court. Mail Affidavit Sign Affidavit Approvals: Moved Second Abstention Aye; Nay; Adjournment; Notes 1.2. ZBA22-039 Stuart Gelbard&Adrian Gelbard 51 Winding Wood Road Construct a rear one-story addition and new deck. Mail Affidavit Sign Affidavit Approvals: Moved Second L� Abstention G Aye; Nay; Adjournment; Notes G n U S� / ` �} �-�` Z' (mob Q ��V'x)6 DM SF SB K&B GB JDs Js DH Page 1 of 2 r Zoning Board of Appeals February 7,2023 1.3. ZBA23-001 Lal Jhangimal&Prisha Parvani 4 Bobbie Lane Construct 2nd story addition and new front portico. Mail Affidavit Sign Affidavit Approvals: Moved Second Abstention Aye; Nay; Adjournment; Notes 2. MINUTES: 2.1. Approval of October 6,2022 Zoning Board Summary Approvals: Moved Second Abstention Aye; Nay; Adjournment; Notes DM SF SB K&B GB JDS JS DH Page 2 of 2 Building Permit Check List&Zoning_An4sis Address: �,� 1 W .o p� ��� SBL , 3 3 — Zone: -l S Use: Const.Type: Other. Submittal Date: i Z1. Z-2L Revisions Submittal Dates: Applicant a-7 F_L19 A.2� Nature of Work. ( S t eview :2Bt4)E C 1 2 2021 PB• BOT• Other. OK ( ( ) FEES:Filing: -�r� BP: Z c Z-570- C/O: Flood Plane: Legalization: ( ) (LKAPP: Dated:T d_s"SBL: ✓ Truss I.D. ✓Cross Connection: ✓ H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Stone Water Review Street Opening- ) ENVIRO: Long Short Fees: N/A.- ) SITE PLAN:Topo: i Site rotection S/W Mgmt.: Tree Plan: Other. ( ) ( -)f,SURVEY:Dated (l 1 1 ZZ Current: ✓ Archival;- Sealed: Unacceptable: ( ) ( LANS:Date ed. Seale • '� Copies:�G Electronic ✓ Other. ( (, License: Workers Comp: ty: ✓Comp.Waiver. Other. CODE 753#: CXD�3 3—Line- OL7 Dated n —, N/A (� ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. FIRE ALARM/SMOKE DETECTORS:Plans: Pernut: 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. ( ) ( ) 2020 NY State ECCC: N/A: Other. (� ( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. (aY ( ) BP DENIAL,LETTER C/O DENIAL LETTER: Other. ( ) ( ) Other. _ (, ARB mtg.date: approval Z otes: (✓�ZBA mtg.date approval 20a2 notes: Z �.Q,9-O R 9 ( )PB mtg.date: approval• notes: REQUIRED EXISTING PROPOSED NOTES Aa: r.S k, I b - o►z Date:_. f E8 17 2023 Circle: FroonW Front: 1== Ssi o: 3 spa �1` .l�o n. i /•o p r C M Main Co v t b 4 3.g ( b , 3 Z So — 3 Z •3 Accs.Cov: 4 ' Z , l 2 3 Ft.H/Sb: , lo— . 3s' do sd.H/Sb: ! . !o a ?. co — d c� E-� s—. ►�o N - ro N F . 3`tZq. 30 -zo.0- • To�Imv: � �i 13 4 six ore EL IMP: 3s o ZQ Parking 2- Hight/Stories:3 2 notes: BUILD TMENT VIL OOK 938 KING t'Fm V..& ft ,NY 10573 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: ] W1Y11D11Q4 WOW " Date of Submission: Parcel ID#: Zone:.yA—/J Proposed Improvement(Describe in detail): APPLICANT CHECK LIST: MUST BE COMPLETED BY THE APPLICANT QP pg=gr- c The following items must be submitted to the Building Department by the applicant-no exceptions. Property 1. ( Completed Application p �'Owner.'BTU Gtf-'C � �P+'D21 A-N .��el..l3aflD 2. (-yTwo(2)sets of sealed plans.,(one�ull size (maximum Address: S ( ( 1 Y1 p}Y)w C/0 oo y /Lo allowable plan size=36"x 42") and one i I"x 17") Phone# 91 G-7 3 _ 3(o bq 3. ( _'Two(2)copies of the property survey. 4. Two(2)copies of the proposed site plan. Applicant appearing before the Board: 5. One electronic/disc copy of the complete �hr G Scat a--6 � 1q4 1 application materials. �t 6. (Jf Filing Fee. Address: 33 rr I-Ai11 b' O, Al~1Gl.y 7. ( )Any supporting documentation. Phone# 1 Z73— 75� /oSo4 8. ( )HOA approval letter. (ifapplicable) 9. (h Photographs. Architect/Engineer: S 0'rK'e Ads I!-2Lo vim. 10.( )Samples of finishes/color chart. (a sample boat-!op- Phone# model may be presented the night of the meeting) i 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 any application not meeting the requirements contained herein. � hd � Sworn to before me this Swom to before me this day of Novt`m�er 20 A.0 day of CC , 20z� Signature of Property Owner �S,.,---W�fplicant Print Name of Property Owncr Print Naine o Applicant Notary Public Notary Public rtl KAREN R. CAPPUZZIUD NANCY F NAULAGUARI WtKy Public, SO*of New York NOTARY PUBLIC-STATE OF NEW YORK No. OICA61SOW No.01 NA6289948 Qualified in Rockk"County Qualified in Westchester County Comm ision Expires August 7, 20 Z�s My Commission Expires 09-30-20�5 8/12/202I �yE Mot' Village of Rye Brook ML MR 0� y ends FB SE Architectural Review Board Meeting AC AD IW Wednesday,February 21,2024 at 7:30 PM \Q Village Hall,938 King Street JM SF 1. ITEMS: 1.1. ARB24-008 (Consent Agenda) David Ybarra&Carleen Ybarra 45 Mohegan Lane Rooftop solar array. 1.2. ARB24-009 (Consent Agenda) Jeff Wang&Yenwen Chen 55 Talcott Road Rooftop solar array. 1.3. ARB24-010(Consent Agenda) Scott Stern&Bonnie Stern 79 Greenway Close- Paver patio. Consent Agenda Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.4. ARB24-011 Win Ridge Realty LLC 124 South Ridge Street New illuminated sign. "Mixology Clothing Company" Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.5. ARB24-012 Brett Roer&Rosa Ortiz 12 BelleFair Boulevard Rear deck. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 1 of 2 Architectural Review Board February 21,2024 1.6. ARB24-013 Michael Bonnici&Wendy Catherine Lopez Valbuena 4 James Way Legalize exterior entry and stairs. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.7. ARB24-014 Eduardo Mateus&Heather Winnicki 4 Maywood Avenue Garage addition with bedroom above. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.8. ARB24-015 Seth Schneider&Karen Jaffe 67 Winding Wood Road Two tier rear deck. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.9. ARB24-016 (Amendment to Prior Approval) Stuart Gelbard&Adrian Gelbard 51 Winding Wood Road Exterior changes and skylight installation. Approvals: Motion_ Second--A U Abstention Aye; IT- Nay; Adjournment; Notes NEXT MEETING: March 20, 2024 Page 2 of 2 Village of Rye Brook ML MR O� Agends FB SE c ` y Architectural Review Board Meeting AC SF Wednesday,February 15,2023 at 7:30 PM ' Village Hall,938 Bing Street JM 1. ITEMS: 1.1. ARB23-007 (Consent Agenda) Joseph Laronga&Susan Eylward 126 North Ridge Street Rooftop solar array. 1.2. ARB23-008 (Consent Agenda) Gerardo Paico Eusebio&Libia Declet 493 Ellendale Avenue Rooftop solar array. Consent Agenda Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.3. ARB23-009 (Amendment to Prior Approval) Mark Posner&Lauren Posner 32 Bonwit Road Changes to house and garage depths,modify a window and door. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.4. ARB23-010 DRJ West LLC 32 Lincoln Avenue Expand existing parking court. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 1 of 2 4 f Architectural Review Board February 15,2023 1.5. ARB23-011 Stuart Gelbard&Adrian Gelbard 51 Winding Wood Road Rear one-story addition and new deck. Approvals: Motion J Second Abstention Aye; Nay; Adjournment; Notes v �- A 1.6. ARB23-012 Lai Jhangimal&Prisha Parvani 4 Bobbie Lane 2nd story addition and new front portico. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.7. ARB23-013 David Richardson&Alexandra de Vaux Richardson 44 Rock Ridge Drive Rear patio,driveway,walkways and fence. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.8. ARB23-014(Amendment to Prior Approval) 2 Elm Hill LLC 2 Elm Hill Drive-Lot#3 Exterior staircase to basement with guardrail and handrail;additional windows and doors. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes NEXT MEETING: March 15, 2023 Page 2 of 2 JOHN G. SCARLATO JR. ARCHITECT 33 Byram Hill Road Armonk, N.Y. 10504 Phone: (914) 273-7350 Fax: (914) 273-9222 JGSCARLATO@GMAIL.COM 2/15/22 Building Department Village of Rye Brook 938 King Street Rye Brook,NY 10573 RE: 517 Winding Wood Road Colors and finishes Siding Hardie Clapboard Match existing Trim Azak or Equal composite White Roof shingle existing timberline 40 year Pewter color Railing White timber tech premiere white composite Deck floor Slate Gray 2/15;23,5:00 PM Hukoro Martin 1-Light Matte Black Outdoor Wall Lantern Sconces(2-Pack)F87702-BK-The Home Depot Close x Martin 1-Light Matte Black Outdoor Wall Lantern Sconces(2-Pack) by Hukoro m Product Images U d a J Y a a v r-d I l 0 n r rlF https://www.homedepot.com/p/Hukoro-Martin-1-Light-Matte-Black-Outdoor-Wall-Lantern-Sconces-2-Pack-F87702-BK/319025776#overlay 1/11 Laura Petersen From: Laura Petersen Sent: Wednesday, February 22, 2023 1:38 PM To: SGELBARD@BARRINGTONCHEM.COM Cc: John G. Scarlato,Jr. Subject: Building Permit Application - 51 Winding Wood Road Good afternoon, The building permit application has been approved by the Acting Building Inspector. Before I can tissue the building permit the following items must be submitted to our office; 7General contractor's contact name & phone number. � Copy of general contractor's valid Westchester County Home Improvement License. v 3. General contractor's valid liability insurance (the Village Of Rye Brook must be the certificate holder) 4. General contractor's valid workers compensation on a NY State Board form (C105-2 or U26.3) 5. Building permit fee $2,250.00 (due once permit is issued and ready for pick-up) 6. Contractor must call UDig NY and get a ticket number. Thank you Laura Laura(Petersen Office Assistant Village of Rye Brook 938 King Street Rye Brook, New York 10573 Phone(914)939-0668 1 Ipetersen aeryebrook.oro 1 P,,MAN i g, yr jig I ............. It J-4 tv. Omm, ALO AW M C) m JM 17 cn not UL 909 :,Aftb-I Lr. A, ----- A n- CD AM t 0 'N 'Alt KEEPITC-01 70ATE INIT V A CERTIFICATE OF LIABILITY INSURANCE (MMIDD/YYVY) 0/16/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 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 have ADDITIONAL INSURED provisions or 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 endorsements . PRODUCER NQEJEACT Lori Kirk World Insurance Associates,LLC PHONE FA% 616 Clock Tower Commons (A/C,No.EacgL(845)230-3327 323_ (A/C,N. Brewster,NY 10509 ;1011kirk0waArfinsurance.COn1 MSURERIB)AFFORDING COVERAGE_ _--- — NAIL A INSURER A:8ieleCtIVe Insurance CompIny of America 12572 BItEtURED INSURER B Keep It COOT Inc. INSURER C:_ 363 Elwood Ave INSURER 0: Hawthorne,NY 10532-1257 - INSURER E INSURER 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. _ ILTR NSR TYPE OF INSURANCE M D AD iSUBRIWvD POLICY NU/iMER POLICY EFP POLICY EXP DDN LIMITS A X COMMERCIAL GENERAL LIAaLRY 1,000,000 EACH OCCURRENCE l C_AIMS-MADE X OCCUR X S 2576082 4/17/2023 4117/2024 DAMAGE TO RENTED 500,000 -- REMI$ES-CEa_ MED EXP(Any one 15,000 -_-_-_- PERSONAL 3 ADV INJURY 111 1,000,000 GEN`L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 2,000,000 POLICY LOC 2,000,000 PRODUCTS-COMPIOP AGG II OTHER. ELITE PAC GL EX III A AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 1Ea acodenp--- _- ANY AUTO _ S 2576082 4/17/2023 4/17/2024 BODILY INJUR AOWNED UTOS ONLY X SCHEDULED - Y Per _— RE� AUTOS BODILYBODILY INJURY Perecgi e AUTOS ONLY AUTOS ONNe OPERTY?AMA - - (pPRer PERTsoddes X Entgt Pac Auto �- A X UMBRELLAUAB X OCCUR EACH OCCURRENCE 111 1,000,000 EXCESS LMB __- AGGREGATE CLAIMS-MADE S 2576082 4/17/2023 4/17/2024 1,000,000 ----.--- -----------_._ — _____ DED X RETENTION$ 10,000 WORKERS COMPENSATION I OTH- AND EMPLOYERS'LIABILITY Y/NLIB— ANY PROPRIETOR/PARTNER/EXECUTIVE — E.L.EACH ACCIDENT WFICER/MEMBER EXCLJOED9 NIA -- andatory n ) - E_L DISEASE-EA EMPLOY II es.describe under -- DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule.may be attached H more space Is required) Certificate holder is additional Insured on a primary and non contributory basis with respect to General Liability for the purpose of Issuing licenses or permits. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Rye Brook THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN g y ACCORDANCE WITH THE POLICY PROVISIONS. 938 King Street Rye Brook,NY 10573 AUTHORIZED!REPRESENTATIVE �I/itt 1 e�.I.r..- ACORD 25(2016103) C ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NYSIF New York State Insurance Fund PO Box 66699,Albany, NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) a 'a ^^^^^^ 133905398 f KEEVILY,SPERO-WHITELAW INC. 500 MAMARONECK AVENUE HARRISON NY 10528 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER KEEP IT COOL INC VILLAGE OF RYE BROOK 363 ELWOOD AVENUE-SUITE B 938 KING ST. HAWTHORNE NY 10532 RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE G1302 944-2 220965 05/01/2023 TO 05/01/2024 T10/16/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1302 944-2, 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:/NVWW.NYSIF.COM/CERT/CERTVAL.ASP.THE: NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. MICHAEL MCCARVIL-PRES KEEP IT COOL INC 1 OF 1 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 STAT SU �NCE FUND 4 DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 135704804 U-26.3 L- C - C cn !-Em!mi: CAS E/}� � � U N .4 0 cn W o r V ,E �ic.o.. R+ G� O > m aW w � a� V O p = 3 -LU u a L E o � ' r, ACCORiy CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 05 30 2023 THIS CERTIFICATE 18 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 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 have ADDITIONAL INSURED provisions or 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 Ileu of such endorsement a . PRODUCER CONTACT TONY CIRINO Anthony Cirino Pt,"/c°NN 860 329-0103 F'� 860 620.0504 426 North Main Street DRES • Insspy9soLcom Southington,CT 06489 MUNJIM AFFORDING COVERAGE RIM INSURER A: UNITED FARM FAMILY INS COMPANY 29963 INSURED _ -- INSURER B: FARM FAMILY CASUALTY INSURANCE twos)ties OPTIMUM BUILDING CORP INSURER c: 70 PROSPECT STREET INSURER 0: PORT CHESTER,NY 10573 INSURER E _ NY 10573 1 INSURER 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. L11 TYPE OF INSURANCE L'3UBR arm POLICY NUMBER POLICY EFF POLICY EXP LIMITS COMMERCIAL GENERAL LIAMLRY EACH OCCURRENCE f 1000 000 CLAIMS MADE OCCUR PREMISES E oa n v S 100RENTED 000 _ MED EXP(M�person)_ S _5f000 B Y Y 3101 L6417 anl/au �an>� PERSONAL a ADV INJURY $ 1000 000 GEN%AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE 1 2 000,000 X POLILh'❑ EEC ❑LOC PRODUCTS-COMP/OP AGG S 2,000,000 OTHER: _ AUTOMOBILE LIABILITY ( MBINED I L S 000 000 (Ea acuaenp ANY AUTO BODILY INJURY(Per portion) S OWNED SCHEDULED OI/Ol/lOt7 OI/O1/202{ BODILY INJURY AIX AUTOS ONLY X AUTOS 3101C7984 (Persocid q : HIRED NON-OWNED PROPERTY DAMAGE : AUTOS ONI Y „'AUTOS ONI Y (Per boddem) UMBRELLA LIAR OCCUR EACH OCCURRENCE { EXCESS LIAR CLAIMS-MADE AGGREGATE f DED RETENTION S I = WORKERS COMPENSATION PER AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETOR/PARTNERIEXECUTIVE E.L.EACH ACCIDENT f OFFICERIMEMBER EXCLUDED? MIA (Mandatory In NMI E.L.DISEASE-EA EMPLOYEE S II yss,desmbs under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LUT DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Addltlonal Remarks Scnedule,may be attached If n ry apace In reoulred) VILLAGE OF RYE BROOK IS INCLUDED AS ADDITIONAL INSURED ON GENERAL LIABILITY CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE VILLAGE OF RYE BROOK THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 938 KING STREET ACCORDANCE WITH THE POLICY PROVISIONS. RYE BROOK NY 10573 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) a i ^^^^^^ 133887956 OPTIMUM BUILDING CORP 429 DEN RD 0 STAMFORD CT 069033811 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER 128 SOUNDVIEW OPTIMUM BUILDING CORP VILLAGE OF RYE BROOK 429 DEN RD 938 KING ST STAMFORD CT 069033811 RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W1478 260-1 814511 04/09/2023 TO 04/09/2024 6/2/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO, 1478 260-1, 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, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/IWWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. CHRISTOPHER SCELFO-PRESIDENT OPTIMUM BUILDING CORP ONE PERSON CORPORATION 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 STAT SU NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 398236357 U-26.3 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Friday,June 23, 2023 9:43 AM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 06/23/2023 09:42 To: VIL RYE BROOK PRIMARY Transmitted: 06/23/2023 09:42 00002 Ticket: 06233-000-565-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr- From: 51 To: Name: WINDINGWOOD RD S Cross: From: To: Name Offset: ------------------------------------------------------------------------------ Locate: REAR OF PROPERTY NearSt: LATONIA RD Means of Excavation: BACKHOE Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: FOUNDATION WORK Estimated Work Complete Date: 08/01/2023 Depth of excavation: 4 Site dimensions: Length 30 Width 20 Start Date and Time: 06/28/2023 07:00 Must Start By: 07/13/2023 ------------------------------------------------------------------------------ Contact Name: CHRIS SCELFO Company: OPTIMUM BUILDING CORP Addrl: 429 DEN RD Addr2: City: STANFORD State: CT Zip: 06903 Phone: 914-774-0117 Fax: Email: scelf@icloud.com Field Contact: CHRIS SCELFO Alt Phone: 914-774-0117 Email: scelf@icloud.com Working for: HOMEOWNER ------------------------------------------------------------------------------ Comments: Lookup Type: ADDRESS ------------------------------------------------------------------------------ Members: ALTICE USA CON-ED SUEZ WTR WESTCHESTER TEN GAS-HDS VLY VIL RYE BROOK WESTCHESTER CTY SWR 1 t 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 � X ZONE: R-15 /Y�o •,S y SURVEY NOTES: A 'f SIT� OwOO Rd S A I,Anastasia I.Parsatoon, L.S.,the surveyor who made this map,do hereby certify that the field survey on O which this map is based was completed on October 18,2022 and that this map was completed on November Q J� 0 11,2022 in accordance with the existing Code of Practice for Land Surveys adopted by the New York State Q 0 S o Westche Association of Professional Land Surveyors. g� r Op °8 Reference is made to Liber 10930 Page 79 and also made to a map entitled Map of Section D,Rye Acres,in �` S►' a m the Town of Rye.Weschester County,N.Y."filed in the office of the register of Westchester County on March 5, LOT 32 1953 as Map No.7951. ,� Hunter°r ti Underground utilities,facilities and structures are not shown hereon.There may be underground utilities the Pine Ridge location of which are presently unknown.Any party utilizing the utility information and data depicted on this 1 39' Park survey shall contact the"DIG SAFELY NEW YORK"phone number at 800-962-7962 a minimum of forty eight • A/C (48)hours prior to any construction activities to verify the location of any and all underground utilities. LOCUS SCALE: N.T.S. m Property subject to any and all public or private restrictive covenants,declarations and/or easements of record, ,S, SHED 1 44' E if any. o B. BALL 3 Dimensions shown from structures to property lines are not intended to be used for the construction of fences, PLAY structures or other improvements. �o p� AREA 10.25f MB B o Unauthorized alteration or addition to a survey map bearing a licensed land surveyor's seal is a violation of Section 7209,subdivision 2 of the New York Education Law. GAR• SELL C�.. ASPHALT TO THE BEST OF MY KNOWLEDGE AND BELIEF,THIS MAP IS SUBSTANTIALLY CORRECT AS NOWD 2D8.93 HEREON. e � DRI VEWA Y CM 11/11/2022 DECK EXISTING ANASTASIA I.PARSATOON,N.Y.L.S.051088 DATE 1 112 STOR%), 4 °� DWELLING �PWV 0 LEGEND � W Q LOT 31 � POST&RAIL FENCE 35.02' DC v00 WIRE FENCE a X X— �N 6 N v Q o UT. POLE UTILITY POLE v �l V) � !1 M MANHOLE m �Q WV WATER VALVE 0 Date: M November 11,2022 ry 0.63' 10.09' z Scale: 1"=20' UT. POE �_ �• /�' Drawn/Checked By: 3 ABBREVIATIONS �%' ,� �° �O Book#: KW/TGA 0 -4Ok/= '0 260:94 S$90 4,9 O,W Job#: 22-373-11-11 D D INV. INVERT ELEVATION Q'J Reference: O�J� 193 LOT 30 11-11 TYP. TYPICAL 4 V ° CL --I EL. ELEVATION X Y LOT No. 31, WCLR Map 7951 D [ECIEOWIE s m r T.B.R. TO BE REMOVED _Alb U Lot Area=16,803 Sq.Ft.(0.39 Ac.) h DEC - 9 2022 m EX. EXISTING GRAPHIC SCALE. Q- t N/F NOW OR FORMERLY VILLAGE OF RYE BROW; �QP �0� R.O.W.CL RIGHT OF WAY 20 0 20 ILDING DEPARTME `` �a5 h.o FEET I` o � -e oo �O' <�/ -4% b Q E A, wE E �� NKIRBYA HNEMA EN GINEERS*SURVEYORSOP LAN NERS41 �►� Q J 3 10 SINCE 1871 1171 East Putnam Avenue,Riverside,CT 06878 �- Tel: 203.869.7707•Fax:203.869.4606 � www.ahnemankirby.com �j REV.#: REV.DESCRIPTION. DATE: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 WARNING: General notes: tU/1B tJc 401t; THESE DOCUMENTS ARE NOT CONTENT.EXCAVATION MUST BE FREE OF WATER WHILE FOUNDATION WORK IS IN PROGRESS. AIL'Q9fEC1Lft ROOF wae50V1'.R#15 FELf VALID UNLESS SEALED AND ALL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE BUILDING CODE,RESIDENTIAL CODE TRUCKS,BULLDOZERS OR OTHER HEAVY EQUIPMENT SHALL BE OPERATED WITH CAUTION AND ICE 5 LLD FROM EAVE5 fO A VERACk PONf ON i{1;ROOF FIRE CODE,ENERGY,FUEL GAS ON CONSTRUCTION CODE EXISTING CODE.BUILD1 CODE. iN SUCH A MANNER AS TO CAUSE NO DAMAGE TO FOUNDATION SYSTEMS. 24"Ii08ZONf&LYVEYOiJD 113:PLAT VIALL OELOW AND SIGNED I N INK,NO SCANS, MECHANICAL CODE,FUEL GAS CODE,AND PROPERTY MAINTENANCE CODE. MVER 1W ENTIMNY OF ANY ROOF BLOW 4:12 PIfCN REPRODUCTIONS OR COPIES 2•CONTRACTOR SHALL PROTECT&BRACE ALL WORK FROM DAMAGE DURING CONSTRUCTION. 9.ALL STRUCTURAL STEEL SHALL BE NEW.CLEAN AND STRAIGHT AND SHALL CONFORM TO THE LATEST EDITION FOR A.S.T.M.DESIGNATION A.36 OR A-500 FOR ALL"TS'SECTIONS.ALL ICE%ftP A9055 V&MY LMI? ARE AUTHORIZED BY 3.ALL WORK TO BE PLUMB&TRUE,ALL PLUMBING WORK TO BE IN COMPLIANCE WITH NYS STRUCTURAL STEEL WORK SHALL COMPLY WITH SPECIFICATIONS FOR THE DESIGN, CGPPEK OR N.UAUAQIM YALLEY FLA`tWG t0 tAOLE 1507.2.8.2 PLUMBING CODE,ALL ELECTRICAL WORK TO BE IN COMPLIANCE WITH N.F.C.ALL HVAC FABRICATION AND CONSTRUCTION OF STRUCTURAL STEEL FOR BUILDING OF THE AMERICAN WITHOUT WRITTEN WORK TO BE IN COMPLIANCE WITH ASHRAE STANDARDS.LATEST EDITION.All CONTRACTORS AND INSTITUTE OF STEEL CONSTRUCTION LATEST EDITON.PROVIDE STIFKNER ANGLES OR PLATES VAUEY LIFJiNG MAIERW. 5TRIP AN12 M-5HINW rX15flNG SUBCONTRACTORS SHALL BE LICENSED AND INSURED.ALL PLUMBERS AND ELECTRICIANS ARE UNDER ALL POSTS,COLUMNS OR STRUTS THAT ARE CARRIED BY STEEL BEAMS AND IN THE COMP FLASHING W fff I?EOURCD ..• �001 Ol/G(�G �G�O�GG AUTHORIZATION OF JOHN G. RESPONSIBLE FOR ANY ADDITIONAL PERMITS.APPROVALS AND INSPECTIONS THEIR PARTICULAR WEB OF BEAMS CANTILEVERED OVER COLUMNS OR BEAMS SUPPORTING HANGERS.UNLESS 40YCR ••• I V EP,l� `f. JI. SCARLATO JR.,ARCHITECT. TRADE MAY REQUIRE OTHERWISE SHOWN OR SPECIFIED PROVIDE 6x8xY2 BEARING ON CONCRETE MASONRY IF ANY. IOW iJ IJI,�JH GUfiERS P1J17 Dl)V�1J5f'OUfSARCHTECTTI?N, FURTHERMORE; 4.LUMBER MATERIALS USED IN THE BUILDING SHALL BE GOOD,SOUND,DRY FREE FROM ROT, 10.HEADERS TO BE 131 T X 1I7'IN 2x6 WALLS OR 12)2-X 10"IN 2X4 WALLS UNLESS OTHERWISE NOTED. FOIL'ENfkl 1i011 LARGE AND LOSE KNOTS,SHAKES AND OTHER IMPERFECTIONS WHEREBY THE STRENGTH 51 I-� ANn �VVIM ICE ''•••••••••••••••••'•'••••••••••••••••••••••'••••'''''''''••• �•• •••''•''''' ''•'•''''' '''' _ ''''''''''''' '�� � �• IT IS A VIOLATION OF NEW MAY BE IMPAIRED.ALL NEW(UMBER SHALL CONFORM TO 2020 NEW YORK STATE BUILDING CODE 11.INSULATION IN FLOORS,WALLS AND CEILINGS TO BE A COMBINATION OF FIBERGLASS BAT, CHAPTER 23.FASTENING SHALL CONFORM TO 2020iJYSBC TABLE 2304.10.1 CONTINUOUS RIGID,OR SPRAY FOAM OR CELULOUS INSULATION TYPES TO CONFORM TO p.��51-IINGI.� LLD IA�K YORK STATE LAW FOR ANY All LUMBER SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN WOOD COUNCILS 2D2o NYS ENERGY CONSERVATION CONSTRUCTION CODE CHAPTER 4. �`'V ual? PERSON,UNLESS ACTING NATIONAL DESIGN SPECIFICATIONS FOR BENDING STRESS AND DEFLECTION,AND 2020 NYSBC 2306. WESTCHESTER COUNTY IS CLIMATE ZONE 4A. ALL WORKMANSHIP INCLUDING BLOCKING,MILLING.BRIDGING.ECT.SHALL CONFORM TO THE 2020 �X1511NG I REMOVE CL05Ef UNDER THE DIRECTION OF A NYSBC AND OR 202D NYSRBC.PROVIDE LEDGER.BLOCKING.NAILERS AND ROUGH FRAMING 12.ALL FOOTINGS TO BE A MINIMUM OF T-6"BELOW GRADE,OR LOCAL FROST DEPTHAS SPEC F EDBY p00�OV WWGN!"`D PAf°' HARDWARE AS REQUIRED.ALL BEAMS,JOISTS AND RAFTERS TO BE SET WITH NATURAL CROWN UP. THE ARCHITECT,UNDERPIN WHEN NECESSARY. l I i', 119PIK6 A►,Q LICENSED ARCHITECT MM A5 ,TO PROVIDE DOUBLE RAFTERS AND HEADERS AROUND ALL ROOF SKYUGHTS UNLESS OTHERWISE NOTED. G N� �� FLA5H A5 ffQu�D i -- J i i ��p D ALL LUMBER SHALL BEAR VISIBLE GRADE STAMP.ALL STRUCTURAL LUMBER INCLUDING BUT NOT 13.HOUSE TO CONFORM TO ANY LOCAL SUPPLEMENTAL CODE. I. I ALTER IN ANY WAY THESE NGS AND MANUFFACCTURE MITED TO TJL ANUFACTURERS FICAT ONS ALL HANDLIING AND T SHALL BINSTALLA ON PROCEDUE INSTALLED PER RES MUSTT BE 14•PROVIDE BLOCKING AS REQUIRED TO BEARING POSTS ONTO GIRDER OR BEAM CONDITIONS 1 j! I i E i 16 SEALED AND SIGNED SUPPLIED BY THE MANUFACTURER AND SHALL BE FOLLOWED.TJI JOISTS AND LVL BEAMS SHALL AND VERIFY ALL BEARING TO FOOTING. E105f1NG DOCUMENTS WITHOUT THE NOT BE ALLOWED TO GET WET AT ANYTIME. 15.TO THE BEST OF MY KNOWLEDGE BELIEF AND PROFESSIONAL JUDGEMENT THESE PLANS AND i ____ ,•. EXPRESS AND CONDITIONED Llf�OF EAYE P.EYON7 5.WITH USE OF ANY TRUSS TYPE.PRE-ENGINEERED OR TIMBER CONSTRUCTION A SIGN WILL BE SPECIflCAT10NS ARE IN COMPLIANCE WiTH 2O20 N.Y.S.ENERGY CONSERVATION CONSTRUCTION CO PERMISSION OF THE PLACED AT OR ADJACENT TO THE ELECTRIC METER WITH SPECIFICATIONS PROVIDED BY THE 16 ' ARCHITECT. SAELCLTIIO DECK 101 HANDRAILS AND 1014 GUARDS.HANDRAILS SHALL ONFORM TO THE 2020 N.Y.S.BUILDING CODE IfW ALUWJd1 A GUffER COI'PEF Fl A519WG ANI7 7NU7(5 fA5111JG 13AY NV ROOF ARCHITECT. 6.ALL CONCRETE WORK,DETAILS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF ACI 318 AND ACI 332 OR PCA 100.AND THE 2020 NEW YORK STATE 17.ALL ROOF FRAMING SYSTEMS SHALL BE INSTALLED WITH HIGH WIND CONNECTORS(HURRICANE RESIDENTIAL CODE CHAPTER 8.ALL CONCRETE SHALL BE TYPE-1,3000 PSI COMPRESSIVE 71ESI IN COMPLIANCE WITH 2O20 N.Y.S.BUILDING CODE AND SECURELY TiED IN PLACE SO AS TO PREVENT DISPLACEMENT DURING CONCRETING. 18.ALL POSTS TO FOUNDATION FOR THE PURPOSE OF SUPPORTING THE ROOF OR OTHER STRUCTURAL STRENGTH AT 28 DAYS.REINFORCING BARS TO CONFORM TO 2020 NYS BUILDING ELEMENTS SHALL BLOCKING AS SPEGF ED BY THE ARCHITECT OR A NOMINAL DIMENSION OF 4X4 CODE SECTION 1905 MODIFICATIONS TO ACI 318. FROM STRUCTURAL ELEMENT TO BE SUPPORTED CONTINUOUSLY TO A SOLD MASONRY REINFORCING SHALL BE ACCURATELY INSTALLED TO REQUIRED ELEVATION FOUNDATION THAT EXTENDS BELOW REQUIRED FROST DEPTH AND RESTS ON A FOOTING OF 7.CONTRACTORS TO VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK. TYPICAL CONSTRUCTION. ANY DISCREPANCIES ARE TO BE REPORTED TO ARCHITECT.ALL WRITTEN DIMENSIONS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER ANY SCALED DIMENSIONS. 19.ALL SIMPSON STRONG TIE CONNECTORS AND ANCHORS ARE DESIGNED WITH SPECIFIC LOADS AND 1y4G CAPACITIES.SUBSTITUTIONS OF THESE HANGERS FOR DIFFERENT MODEL NUMBERS THAN 24 ' COAF0511E 1 8 ALL FOOTINGS SHALL BEAR ON UNDISTURBED VIRGIN 2 TONS PER SQ.FT BRACE RETAINING SOIL S AVING FOUNDATION WALLS BEARING SPECIFIED BY THE ARCHITECT OR ENGINEER IS FORBIDDEN WITHOUT VERIFYING THE REPLACEMENT Qy7 t'•".5 PART WITH THE DESIGN PROFESSIONAL. REQUIRED.BACKFILL WITH APPROVED MATERIAL,BACKFILIING UNDER SLABS.AROUND Co 105 PIERS AND ON EACH SIDE OF FOUNDATION WALLS SHALL BE DONE IN LAYERS NOT TO EXCEED NIP ' IAW ��5 10 NCHES.COMPACTION SHAH 8E 95`Po OF MAXIMUM DENSITY AT OPTIMUM MOISTURE 5fA'RCl1`E 45 DEG.mat CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FOR RESIDENTIAL DISTRCTS NF' BEER •, :. [3 AM7 DEO:BJG GROIfV7 =it RAN1E FROfECTKRJ WWfEK CE OAI'P.EK FLCOD AIR Fl?EEZI+ MEAN MB�RJAI QIMAfE ZONE Y '.t• '•: t, r - TIE 5 SNOWLOV(mph) QED EFFECT'S PEG M0135 ZONE CAfAL,OKt' MtH L'EG1D?E DESIGN 1ENF. ,17 L AWAGN HAZAW5:No R..TiX 1ENPIM7E 4"OIJCi'ETE LANDU.�G :t '•' r ` y': NO ND C `.VEkIE 42" 1'ES 15 K4 0 D F K MAY 9-Z 7 500 522 4a(mwL) 20 F5F 115/120 I f0 ` ' R LA5f RI`ER Z i I 45UE,O,,Y r I 12 col T> Village of Rye Brook 51UCCdF1lpSifO � '�' 11 „ ----------- '-------------L - 50N RM53'6 f I- T------- T �►rchi�cect�ar i Fie le�nr Boarol I 1 MAtA1�XI�fING _ KLOWGA)zi7E MHAUM --------------'---------------L---------L-- ----- --- ----- --_J NEWF (BJGSNJD Y �.' 1 PV D0511NG5T1:UCtll� ------ ---- F 4fOALIG4 p 1, ':* Approval Date: �s7 WI M E NG F A Pw5m HEATED w>X r 007J315 9 ,. MNV&u '.„ 5fAltW W11E W1H j"5r&1'hU OMiWEEN, 4 a F GW - /MON EE�OWM %f oN r c m 5wPoRf Fwwim T Chairman. rma��:,�,._ REAR ELEVATION SCALE: 1/4" = 1'-0' r*I5 p T k11ty H 5Ic14y61Vj5 r1t.ra9.0 Pr*mlid 12/8/22 1551912 FOR MCE ANP i'EPM f x uCa:.,.. _ .t-f iGl�t W,+s�..-�.r._a...�I a'•-s��.[r.��-awi urr�a�aa�w< i C`5g'8 H�CH�NS N�, ,SrR9 057 x , INFORMATION FOR PLOT PLANTAKEN SURVEY OF � 8 k Y PROPERTY BY I �Nr I AS-BUILT/FINAL S SURVEY M N� F r AHNEMAN REQUIRED PRIOR TO ���� KIRBYENGINEERS/SURVEYORS/PLANNERS x s3j.� w L INSPECTION 1171 EAST FU(NAM AVENUE �•3T I RIVERSIDE CT,06878 ,,� TEL(203)869-7707 ANASTASIA PARSATOON PERMIT# X NY LTC#051038 ,` - r FppE� 3John G. DATED:11-11-2022 3 i ALTERED BY: ���� � Scarlato Jr. JOHN G.SCARLATO JR. C ON 11'15'22 DATE PR P •� • Architect.TO INCLUDE(BUT NOT LIMITED TO): 1 RYE BROOK ZONING COMPARISON CHART *FRONT,RIGHT SIDE,LEFT SIDE \ AND REAR SETBACK LINES IN PROP D NE �� 2 DASHED PARALLELOGRAM SHAPE. p r A TION 7 a 33 Byram Hill Road ADDRESS: 51 WINDING WOOD ROAD NORTH SECTION: 135.33 BLOCK 1 LOT: 29 ZONE. R-15 *DIMENSIONS TO SAID SETBACK �t t ) �Itlaae �� Armonk,NY 10504 LINES iN FEET FORMAT(x'S.B.). BUILDING INS, � ' �C ND �i'•�yT�:li,.- / �' *ESTIMATED PROPOSED NEW o 7- STAIR ` ';�u�`' Phone:(914)273-7350 SETBACKS AS DELINEATED TO \ `' / JGSCARLATO@GMAIL.COM ZONING REGULATION REQUIRED/ALLOWED EXISTING PROPOSED AREAS OF PROPOSED NEW m \ I.r.,,•-a;,: N y1rv;ii�: 15' CONSTRUCTION(IF APPLICABLE)IN LOT SIZE(ACREAGE/SQ FT.) 15000 16803 16803 FORMAT(x-x p) C3 •50• FEET AND INCHES 1� r 2y \ h GROSS FLOOR AREA(F.A.R.) 3428 3097 3518*90 OVER WITH(f)DESIGNATION. \ I;�a GEL BARD RESIDENCE *HATCHED AREA(S)LABELED MINIMUM FRONTAGE(FT.) 75 56.12 N/C "PROPOSED 014L STORY ADDITION". iv _ _`' REMOVE 51 WINDING WOOD ROAD HORIZONTAL CIRCLE DIAMETER(FT.) 100 112t N/C PLATFORMSDEPICTIO,DECKS OF wWALKSSAND �,, 5 SQ.FT. �, .t/�, \SILL EL. MISC.AS REQUIRED,ALL LABELED 202.84 EXISTING II W ASPHALT RYE BROOK, N.Y. 10573 AS PROPOSED, 1 112 STORY BEYOND FRONT YARD SETBACK(FT.) 40 35.02 N/C THIS PLOT PL N IS I�A \\ DWELLING pj>D DRIVE CURB ONE SIDE YARDSETBACK(FT.) 15 10.09 WC PROPERTY SURVEY.ONLY A \�21�EL, w l a ADDITION AND INTERIOR SURVEY CONTAINING THE INK OR TOTALTWOSIDEYAROSETBACK(Fr.) 40 20.34 N/C EMBOSSED SEAL OF A LICENSED ALTERATIONS AND \ c W LAND SURVEYOR,IS A VAUD LEGAL �--- - _f RENOVATIONS REAR SETBACK(FT.) 40 49.9't WC DOCUMENT.THIS PLOT PLAN IS FOR DEMONSTRATION OF ZONING MAXIMUM BUILDING HEIGHT(STORIES/FT.) 2/30 2/25.5t N/C COMPLIANCE ACID LOCATION OF `� a i PROPOSED WORK ONLY. HEIGHT SETBACK RATIO FRONT/R.SIDE i L.SIDE 0.611.6/1.6 0.55t/1.8t/2.6t N/C La MAXIMUM LOT-COVERAGE MAiN-BUILDING 16%(2688) 13.8%(2311) 16.3%(2731)-0.3%OVER -_�,� __ _ P $ EXTERIOR ELEVATIONS MAXIMUM LOT COVERAGE DECK 4%(672) 2.1%(355) 2.3%(381) { ti t - PLOT PLAN MAXIMUM LOT COVERAGE ACCESSORY BUILDING 3.6%(588) 0.35%(60) N/C eti CS � "�•• 1 >L! �(�- ZONING CHART a. MAXIMUM IMPERVIOUS LOT COVERAGE 5761 4134 4509 ��00�i`�t �'^• GENERAL NOTES � n MAXIMUM IMPERVIOUS FRONT YARD 35%(935) 29.7%(793) N/C �� � r ;¢ a •cam NOTES: 2024 � t�(t=• /* •'� DRAWING NO. FRONT YARD AREA:t 2670 SQ,FT. r BDI PT,; SCARLATO JR �`,T P_--LPA NT LNG WOOD RO ARCHITECT SCALE: 1" = 20'-0' V�`�1D SOU �� t i I TIM.11INT 40YR 1 A"041Ec1M ROOF:IME5 MR 4119 FEI-f ICE 911,17 FROM EAVES fO A VCR".P084r ON 4E ROOF 24"HORIZONKLY MEYOW 1W PLAIE WALL MOW" UNDER fK ENI'MY OF ANY ROOF IX-LOW 4,12 PIfCH ICE 514-LV ACROSS VALLEY UNDER �w SK11,I6I+6 P.ORXLY4JuM VALLEY FLA904110ME150IM.2 5T1;Ip ANn I�-SHINGI,��XI511NG vALLEYI.EV6 MArERw COPPMRPLA51"Wee R amo POOF OVUp MM HOLI5E WAI.UA4INJMGUffER5M+DVOWN5P01.11`5 _ — FOR ENI'IR:H91a EX151110A CHY11 EX15tI1dG wa L r OF 5HA ROOF MYOW 0EY0W YOW _ -r. WePLIM 40YEAR i� \ ARCFBIEMAL ROOF 1 5w4a.E5 WIM u WLV UNDER 115 PEC LUP 1 1JEwA1.ur�aNlua Gd1rrE1� — — — — — Anly LEAC1)�ER rR5 COW059 50PFIf AJV FA5aADOAR175 NEw u air mnm NVJJOW TRIM f0 I-Hw NEw , MAO U5f1% FV1M68R EXISiQJG 45 VEG.DAY------ � I' CUVww 51DIN6 10 MA*I EXI511NG — — cowo5i1E awv n%v HM17RA8 s — — — %AIRuME ON 45 VEu.*at COW051W RI:f.R 1 f 1 1 I 13ALKER5 AND VECKING f I fMA195 < I I I f r i - 1 „ 5IMP50M1 1 ' PA17 36"MIIJIMUVI s JOflriz5 i i i 4XI6655 1 PEW I•A5f R15ER 1 1 AJ0M 1 iP05f DEA1�1 3'-6"r�LOV� NEW foonw5 AW r 1 i :° f 'C IucfOR mve w 1 I f co"cfOR 1 1 J---------- f l - _ �n J L-------------J LL -----------J L-- POUWAJ101J f0 ALIGN - 1 1 - - ---------------- ----------- ------- MINWa1M OF 3'6" PM5M fIV90 46'9W'00/fI75 NNMV ftlow1LEFT SIDE E L E V A T I SCALE: 1/4" = 1'—0' �, I/3�zo f ��s�r,n1✓solo�. 12/8/22 155MV FOR PRICE ANP P9I MIf f John G. r+MCERiuJE 40V Scarlato Jr. ARCWiEMAI ROOF 9-0QUE5 OVER If 15 FELT ICE 5fC1•V FROM EAW5 r0 A VER(ICA.raver ON 1FE ROOF 24"HMZONr&LY DEYOW 1ff PLATE WALL MELOW" Architect . I�IDEK iH:ENI1REtY OF ANY ROOF EELOW 4;12 PIf01 ILE 9ffLV AM55 VALLEY UNDER 511;Ip ANb��-SHINGI.� COPPER OR AiulvalJur�1 VALLEY PLA5%1.rA fo PIXE 1507.2B.2 0•IMNEYFLA�iT��G 33 Byram Hill Road VALLEYLbU1NG MAtkK CUr INro r,YNM Armonk,NY 10504 �XI511NG k00�OVA p 17 coPrEK FLASFUNG 1M ERr rPAu�cu �owrs ns EEaIME NEw AI.uMINUM curlERs AND Dor,�ours NEw Hp ROOF �N11M HOUSE FOREN11rcEHOU� SH EDfonvrcll JGSCARLATO@GMAIL COM EX15r1lJL. 1771 _ RE1/COVE EXlsf. ROOFING.FK01 A5 — GELBARD RESIDENCE .. -��---_--_---------- 51 WINDING W OOD ROAD -- - RYE BROOK, N.Y. 10573 5�I?Ip ANn P,�=SNIN�I.L_�XISTING �� t?00P OVEP MM NOA`-- -- _-- - ADDITION AND INTERIOR ALTERATIONS AND IPr_,91 RENOVATIONS ICI IiI - EXIStING III EwsnNG I I I EXTERIOR ELEVATIONS -• - wswG E>05 WARNING: SECTIONS ,i THESE DOCUMENTS ARE NOT VALID UNLESS SEALED AND SIGNED IN INK,NO SCANS, _ REPRODUCTIONS OR COPIES ARE AUTHORIZED _ BY WITHOUT WRITTEN AUTHORIZATION OF JOHN G.SCARLATO JR.,ARCHITECT. DRAWING NO FURTHERMORE; 01� �n � IT IS A VIOLATION OF NEW YORK STATE LAW FOR �1 �► ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TOAt 'Jr' ALTER IN ANY WAY THESE SEALED AND SIGNED `� •o � „p RIGHT SIDE ELEVATION DOCUMENTS WITHOUT THE EXPRESS'AND SCALE: 4" = 1'—01 CONDITIONED PERMISSION OF THE ARCHITECT. NOTE: SQUASH BLOCK MUST BE WARNING: One&Two Family Dwellings: A5Pftf`PC%1ae5oiwife.fro BLOCK PANELS MAY BE CUT 1/16"TALLER THAN THESE DOCUMENTS ARE NOT VALID (a)When truss type construction,pre-engineered wood construction,and/or timber construction is INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT 12 MA1`01EA51WG REQUIRED WITH SHEAR JOIST.2X4 MINIMUM UNLESS SEALED AND SIGNED IN INK, utilized In the construction of a new residential structure on in an addition to or rehabilitation of an 2020f*ECCC--NY TABLE R-402J 2 VARIE5 WALL NO SCANS,REPRODUCTIONS OR existing structure,such residential structure shall be Identified by a sign or symbol In accordance with FEW51RAWN I aAZED b CEL�:�1 vvOOV PRWEV WAI.I,MA50NRY WALL FLOOR PMeMEW WALL 51.A8 R-VAI LE CRAM SPADE U EXiERIOR GP,ADE CDX PLYWOOD the provision of this Part. ZA E -F b U-FALiOE 6 FEt� COPIES ARE AUTHORIZED BY WITHOUT �S1RAnoN 9r�R-v/a tE R vALtE R-vAl uE R-VA uE R-vALIE F.DEP d -v '5Ii:AiKNG OR ZIP OOW?D-' FASTEN RIM BOARD TO (b)The sign or symbol required by this Part shall be affixed to the electric box attached to the R-2O ar 4a(mdsta 032 0.55 O 40 R-49 h 81115 R-19 10/13 10.2 FT. 10/13 EACH FLOOR JOIST USING WRITTEN AUTHORIZATION OF JOHN G. exterior of the residential structure;provided,however,that: R-13+p5 :..2d2ROOF P.AFTERS a 1611 O.C.(VEP,Y ONE 8d NAIL OR IOd BOX SCARLATO JR.,ARCHITECT. (1)If affixing the sign or symbol to the electric box would obscure any meter on the electric box, RELEVANT NME5PX 2020ECOC NY5(Nn TABLE 402.1.2 VIM ROOF PAN) NAIL PER FLANGE or if the utility providing electric service to the residential structure does not allow the sign or symbol to a.R-VACS a c anthms.U-racta s are nuv=s.W=bmilzbon is aataaW ina rsatq why 154:e9 d%a,tic U-0 a dosgi thrimss or Ow uWaUm. _ IN9LAJION VENT OAFFLES . -'• - .j FURTHERMORE' be affixed to the electric box,the sign or symbol shall be affixed to the exterior of the the residential the srlrl'ed R-vaLe of U,e inaAatra,4d rot be kss tlei dhc R-vahe sPccincd in the table. INSULATION A ND Ilk51MP5CAJ H3I{13'JCME itES ` ti- IT IS A VIOLATION OF NEW YORK structure at a point Immediately adjacent to the electric box;and b.1he rcrestra'.im ll-fa to cc6m a&ct s sk¢kjfs,fiv 9iGG c-,4 1 aPPlias to A dared Tel-vaum.1!=Pbaa 5 4*6 may 6e aa&d Gan 9 ID _ �' STATE LAW FOR ANY PERSON,UNLESS (2)If no electric box is attached to the exterior of the residential structure or If,In the opinion of 4=d ra vArat+m WHGC rcq rcwds m dwta zoos I Ihra 4 3 whae die 5'.IGC ror wch skyl is doles mt execd 0.3o. FENESTRATION ►r r'`� 11-- ACTING UNDER THE DIRECTION OF A the authority having jurisdiction,the electric box attached to the building is not in a location likely to be c."ICt/13"mean R loa�,>a, ata,��� raat�,ordt t�a Q-IgaaAw t mar dt,�bask,wan. ENERGY CODE ` DR➢'EDGE � A seen by firefighters or other first responders responding to a fire or other emergency at the residential A R•5 shall be added to the rcq&cd slab cdac R-vA es for WW slabs, A I!; ..Fi LICENSED ARCHITECT,TO ALTER IN structure,the sign or symbol required by this Part shall be affixed to the exterior of the residential It The r�rsl,vans is ewtu ii+ava%tk wand vatic is conun,ms so"13+5"mesa R-13 c1r*ms�latla,Ptn R-5 ccrthm,fiv-0m COMPLIANCE f.0.rx M.-e .�,� �� I,Y��,- ANY WAY THESE SEALED AND SIGNED structure in a location approved by the authority having jurisdiction as a location likely to be seen by i.'nC sew-dRYik1e amhes Mall are than wr the lflAllatw is cn 11C Kakr or the mm.w.A, 1dOCLIZ.J015T5 — 4- , ,� , c STATEMENT @ I6"O.C. a�-/ h`r STAGGER 8d OR 10d DOCUMENTS WITHOUT THE EXPRESS firefighters or other first responders to a fire or other emergency at the residential structure. ALII141111M OxtEES AND LEMER5 �,{ �' 'r` `� BOX NAILS TO 2020 N.Y.5110MY COIVTRVNION CON51R rWN CODE`ECn01J R-402,2.2 Cedes w91vA a'Uc spares. P-49OA1f.114%LAWN I AND CONDITIONED PERMISSION OF TO THE BEST OF MY Ali' tr �'-, AVOID SPITTING (c)The sign or symbol required by this Part shall be affixed prior to the issuance of a certificate of WFf SEOnON P.4021.2 tOlARE51N5U AnON GFBATER new R-30 W R VN lE5 n E CEA ItJG AND ttE DESIGN OF lit -A `' THE ARCHITECT. KNOWLEDGE,BELIEF AND y1,GYPSUHOOAI� __IIIIII._ _.__,� h,' occupancy or a certificate of compliance.The authority having jurisdiction shall not issue a certificate of ROOF/CELINbA5VAOLYDGCSNOf ALLOW 9FF1CIrNf 9'ACE FORTFE REOII D WSUASIOIJ,Ttfi MlIJWi1N1�0UI�D PROFESSIONAL JUDGEMENT, It FASCIA DOA 1 ',N occupancy or a certificate of compliance until the sign or symbol required by this Part shall have been IN5LLASION FOR SUCH ROfJF/R-VALLE CELPI:.A5%MOUE5%KI.Of R-30.IWALA110N 9%L EXiEW OVER lit TOP OF THESE PLANSD AND <2)2s6 fOr PLATE I'0' 23/32'APA RATED OS B(OR ` .,' affixed. "WALL FLA1E TO n f OUMP EDGE OF 91CH PLATE AM7 51A L.Nor ICE C0901155ED.1N5 Kr.Dl1C04 OF INUAflON FROM PROVIM WNf5 W/IN9:CT 5CkEENS EQUAL)RIM JOIST - OE NAIL 8d fl•E a!oUIEEN�ENfS Or 5EC11ON R402J iED TO.2%kL OE LIW 500 50UAP.E PEST(46 M2)OR 20 PERCENf OF 4E fOrAL SPECIFICATIONS COMPLY OR ON FA�V1 OR 10ii BOX NOTE: d The roe owner shall be responsible for maintaining the sign or symbol b this Part and CEI WG/JA W4eCFEVER 15 LE55.n ES REDIJCiION SHALL NOf APPLY fO n U FALtOR ALtE>3uU1VE N'PROACH QJ EXCEED 2020.NEW.YORK STATE NAIL TO PLATE LOAD BEARING WALL MUST () property g 9 y y ENERGY CONSERVATION CODE OLOCt'JNG BE ALIGNED OR STACKED shall promptly replace any such sign or symbol that Is affixed to an electric box when any change or SECiION R402J.4/NJ17 t}fi tOfAL uA Avn:RNhnvE w 9:CnON R402.1.5. REQUIREMENTS. KITCHEN Ui modification is made to such electric box.The property owner shall promptly replace the sign or symbol a by this Part if such sign or symbol is removed or becomes damaged,faded,worn or otherwise less 8°DIAMETER SQUASHBLOCK AND conspicuous to firefighters or other first responders to a fire or other emergency at the residential -- structure.The property owner shall keep the area In the vicinity of the the sign or symbol required by ' SEAL: 2X6%WX 51Lt75 a I6 O.C.WIN R-20 :`'' OAff OR 5 WY FOAM N9LAWJ MN.OR RIM JOIST DETAIL this Part clear of all plants,vegetation,and any other obstructions that may hide or obscure such sign or rz,GYPS�A R-0 OArf.PLl15 R-5 W17 INUA11ON symbol or otherwise cause such a sign or symbol to be less conspicuous to firefighters or other first N 0 T T 0 SCALE responders responding to a fire or other emergency at the residential structure. REFLECTIVE F�\I%FLOOR WHITE �5 CAS Gar Y411 PLrnl�51�FLOOR EXTERIOR CP,AJE CDX PLYWOOD (e)The sign or symbol indicating the utilization of truss type construction,pre-engineered wood @ • aLED MID NAAED TO JOi5f W/ftM HOU%WRAP OR ZIP OOAOD construction,and/or timber construction shall comply with the requirements of this subdivision. n� 0 REFLECTIVE RED a.;, 1 The sign or symbol shall consist of a circle six Inches 152.4 mm In diameter,with a stoke of PANTONE#187 2s6 P.f.5%.L PI.An: () 9 y ( ) •�a5•-�t. 112 inch(12.7 mm).The background of the sign or symbol shall be reflective white In color.The circle I f m.IsLFI. - and contents shall be reflective red in color,conforming to Pantone matching system(PMS)#187. �dg260,q ° - - (2)The sign or symbol shall be of sturdy,non-fading,weather resistant material;provided, 2JOF.J.15 @ 1611 O.C. however,that a sign or symbol applied directly to a door or sidelight may be a permanent non-fading RIM 80 sticker or decal. JOHN G. SCARLATO JR. IJ 5LL S!P. DECORATIVE COMPOSITE CAP (3)The sign or symbol shall contain a alphabetic construction type designation to Indlcat the ARCHITECT (2)216 r.f.54L PLATE construction type of the residential structure,as follows; 1/2" COMPOSITE 2"x6"HANDRAIL The construction type SRO E R-19 OAff W5u.AnON MIN. J TEpiwle%MI7 COMPOSITE 2"x4"TOP RAIL (i)If the residential structure Is subject to the provisions of the RCNYS,the construction type designation shall be designation shall be V"and I II III,IV' or'V' io- " ������,�11 ���� 1 � 1 DESIGNATION FOR STRUCTURAL STUCCO FIMSH ABOVE G� ' ?'1151,*XHOR51e 4'-01,OL > to indicate the construction RCOMPOSITE 2"x2"BALUSTERS @ 5"O.C. Ii If the residential structure is sub ect to the provisions of the BCNYS,the construction classification of the COMPONENTS THAT ARE OF AND MAX I'-0"FROM CORNERS - M () I p TRUSS TYPE CONSTRUCTION • "It 11 11 11 11" " 11 1 - -- �_ _ _ _ FROM z classification type designation shall be I, II,III, IV,or V'to Indicate the construction classification structure under II-ILIII=III-1I1=1iI-II • DOOR 2 of the structure under section 602 of the BCNYS, section 602 of the BCNYS. FLOOR FRAMING,INCLUDING I-Ili=l I I=111=11=1I I-111=111SILL TO b NEW CRAWL SPACE iMEEITT-I I--I I-)I I=I I I I I- COPP O COMPOSITE 4"x4"POST GIRDERS AND BEAMS IE]I-I I I;III-•I I 11 DEC ING I COA A M. (4)The sign or symbol shall contain an alphabetic location designation to Indicate the location(s) N i I II I I- containing truss type construction,pre-engineered wood construction and/or timber construction ROOF FRAMING I�I IF FLASH,G - structural components,as follows: x6" FLOOR AND ROOF FRAMING -•-"-" -' WATERPROOFING NENIOR/J�E OR COMPOSITE 2"x4"BOTTOM RAIL (1)°F'shall mean floor framing,including girders ans beams: 101,CONCRETE mw%fRY WIT(0 . (11)R shall mean roof framing:and -J11�I I���I)�I I=I ,Il��COgn� - COMPOSITE�"x6' III A5 W.f NVAN510N_0Nf f-1�11- -1Ii.__iI- I L-I!: IMPSON COMPOSITE"x8" (III)"FR"shall mean floor framing and roof framing. 1 I I�I I -I=1 11 I F. 1W0 tN�I'm OR IADDER TYPE lit URRICANE I I i l�I I I F-I H7AZONfA1.J011dr k'kfORCEMENf TIES (5)The construction type designation shall be placed at the 12 o'clock position of the signor -I I I� 1Tr EVERY Ontrcou5E °A symbol,over the location designation,which shall be placed at the six o'clock position of the sign or 12/8/22 1551 17 SOP,i'P.1GE ANt7 t �tA11 2°pJu 9 pb -1 I 1 =�1= -1 4"CONC.STRINGER symbol. P.T.2"x10"@ 16"O.C. LANDING 36"MIN II ll�ll I I li• [SIMPSON HANGER- FROM RISER (°• ) Irl1- 11 r�'Ti=ifi L=T; 3 P T.2"x12" (FLAGSTONE,PAVER 11= I I-I 11=1 I I- �f11=f I I� P.T.2"x 10"LEDGER OR OTHER FINISHED III-III- -I-l�ll�- o P.T.2x12 TOP OPTIONAL-°-.='=.-o-•=i •• I I I��L_ THRU BOLT TO BLDG. " " ) 411 DIMi.FOONJG DRAIN V M 1211 ° CARRIAGE �- n I; Gk'AVEL CAvERUNDERSiLf SCkEEN @16"O.C. ° as e S- FOUNDATION WALL d O d. a e�� ._ PIrofD fo DRYWEu. - z P.T.6"x6"POST c° SIMPSON POST HANGER ;;;: APPROX GRADE MIN.Y-6"TO 3" 3" BOTTOM OF CONC.SONOTUBE 2'-0" FOOTING John G. TYPICAL WALL D E TAL SCALE: 3 4" = 1'-0' DECK AND STAIR DETAIL Scarlato Jr. � NOT TO SCALE Architect 3'-0'MW.CLEAF WViH Af ALL PONf5 ADOW i1•E 33 Byram Hill Road PERMIrfeVMWRM-EWN Armonk,NY 10504 FflWE-N SOLID WML5 HANDRAILS ATTACHED TO OR OPEN P05t5"P05f THE INSIDE OF GUARDS StEPFLA51{hIG NEI q„Iva (914)273-7350 AW wttL COWINAnON5 SHALL BE CONTINUOUS wtw fop RAIL of am FROM A POINT DIRECTLY O(,• y JGSCARLATO@GMAIL.COM 15FiAJin01J2JGA5HA,VIP,A'L A5W1 LL. ABOVE THE TOP RISER 1 F 2: I 'O5 @�6" PO5f MU5f OE AffKff F am fop m vme5 TO A POINT DIRECTLY E17 P RS f0 PH&PJ5ER � ABOVE THE LOWEST � �� _ G E L BA R D RESIDENCE 51131Im fFe ASAIIMNP k1 RISER OF THE FLIGHT I1A,'fd Is n1JJo� srA�i An AND eISERs AS WELL AS MEET 2X8 COLLARS i,9W 7%12 51 WINDING WOOD ROAD FROMAPi5c Nnmi1AN OErftfll5MD MINIMUM CLEAR WITH ®16"O.C. am/FVYJDRAIL5 DIMENSIONAL - - A13ft ff TOT'EaR sL 5KALL M 1110 A POQJf MCSY MR N 9"a1AR WON REQUIREMENTS RYE BROOK, N.Y. 0 3 Avow of LOVtESf e RISER OF f1•E FLIQIf � �� HANDRAIL STYLES CAN TYP.WALL / 4;MAX VARY WIDELY,BUT MUST - 2X6 STUD WAIL NE4yKIfCKN ADDInON ,1 SOLID PRO.lELTION ALL COMPLY WITH 2O20 R-19 INSUL WW2c6 a I6'OL. 1' WIN A6016 O.0 _ WALL P�MWA• RCNYSR311.7.8.5-6AND ADDITION AND INTERIOR � OR OPEN OR P05f R507.2.2 FOR GRIP SIZE. - c7 �"PLYWOOD FRAIAED WALL.TO � F1'.AN1ED WAIL { VERIFY ANY PRE WOOD CLA BD.TYVEK HOUSE WSIDNG MRAP iLY�ROOMW111 nA11 ALTERATIONS AND iA ANDT ���ANN F iVNO MANUFACTURED XIST °GYP.BD. °` e M OPENING BETWEEN ;fl RAILff S HANDRAILS ARE IN RF OIM RENOVATIONS BALLISTERS SHALL NOT COMPLIANCE WITH ALIGN FLOOR VAM EXIS r9.G M�PJ ALLOW 4 t"SPHERE TO MANUFACTURER AND/OR HOUR WiM 51EP DOVIM 110 PASS THROUGH. ARCHITECT PRIOR TO OAK FLOOR(SELECT) E_*5nN_G PAULY ROOM WOM17 N.51'MIN.IF ONE PURCHASE OR OVER�"PLYWD I NEW I.%II fJ1560 a 16"O.C. -� OPENING BELOW BOTTOM 1440 M•15115ED INSTALLATION. FAMILY RM R-19 BATT INSUL l_-y„ RAIL SHALL NOT ALLOW 6° LEV• WW I J`II a I.M.LEDGER LAG NEW 10,Commfe DETAILS SPHERE TO PASS 001.M7 fO FRAMING e 1611 04. OLOCK FOWDAIION THROUGH. TYPICAL FOUND. EXI�I. 5TAGGEMV WM z�,��AB WALLWAL AND NOTES ALL RISERS TO HAVE 2X6LPLATE(TREAT WD: CRAWL I'L�1 tLlAif 10 BACKERS OR f ) 2"SCREED COA - WFLOOR 5Y5feM MODIFICATIONS TO _ ' i iJ"W FLOOR 5Y5tEM )¢°o ANCHOR BOLT OVER 6 MIL V.B.' ' ' � ' � PREVENT A 4"SPHERE 3•01 O ®4'O.C.MAX. OVER 4"GRAVE i i ' ' IICNf 1HNJ EXISnNG -� FROM PASSING THROUGH 1 r i • !i DRAWING NO. IF TOTAL RISE IS gll MN - hUN.CLEAR LLAMA I_ _ J L J_ t_ 10"CMU W DUROWALL i ' a w GREATER THAN30" CLEAT °` o fl LANDING 2#5 BARS CONT. i•"• •.; J_--- -- ----'L___--_-� � Tk DDEpM - tY 11 " - -------------- n ,� 'A A- REOU D 12 X24 CONC.FiG. NEW FOO IN6 ro ALIGN NorioIN ailntEbSnNGnIaJwAuti1 ;,•;,'�i L L •,rNl EXCEEU n" ° ° Y-61,CELOWGPN7E I - _ STAIR CODE DIAGRAM SECTION- NOT TO SCALE SCALE: 1/4"=1 I-O)l I PRE—DEMOLITION NOTES: DEMOLITION/REMOVAL NOTES: LEGEND 1.THE OWNERS AND THEIR CONTRACTORS SHALL BE FULLY RESPONSIBLE FOR INVESTIGATING, 1.BEFORE PROCEEDING WITH WORK,EACH CONTRACTOR AND SUB-CONTRACTOR SHALL IDENTIFYING AND ABATING ALL POTENTIALLY HARMFUL MATERIALS WITHIN THE STRUCTURE THAT THOROUGHLY EXAMINE THE EXISTING CONDITIONS AT THE PROJECT SITE TO ASSURE THAT THE SCOPE MWCON5METION MAY BE DISTURBED OR AFFECTED BY THE PROPOSED WORK.ALL REQUIREMENTS OF N.Y.S.LAWS OF WORK CAN PROCEED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. CONDITIONS AND THE REGULATIONS OF THE MUNICIPALITY OF THE PROJECT SHALL BE FOLLOWED.NO FOUND THAT WILL ADVERSELY AFFECT THE WORK SHALL BE REPORTED TO THE ARCHITECT PRIOR TO "'"'� MWPOUNDAnON ATTEMPT IS MADE DURING OUR REVIEW TO POINT OUT ELEMENTS OF THE EXISTING CONDITIONS PROCEEDING WITH THE WORK SET FORTH IN THE CONTRACT DOCUMENTS. — — — — EX151WC&6f U XNfO5fAY THAT MAY REQUIRE ABATEMENT.THIS STATEMENT PERTAINS TO ASBESTOS AND LEAD,BUT IS NOT AEA LIMITED THERETO.IN ADDITION,ALL CONTRACTORS THAT WORK ON THIS PROJECT MUST 2.PRIOR TO THE START OF REMOVAL/DEMOLITION,PROVIDE TEMPORARY DUST PROTECTION BETWEEN E __ Ef05ufovE mwVtv COMPLY WITH THE EPA LEAD LAW WHICH TOOK EFFECT IN APRIL 2010. - AREAS DESIGNATED FOR REMOVAL AND EXISTING TO REMAIN.PROVIDE TEMPORARY DUST I PROTECTION ON A CONTINUOUS BASIS FOR THE DURATION OF DEMOLITION OPERATIONS.MINIMUM 6 2.CONTRACTOR IS RESPONSIBLE FOR ALL HAZARDOUS MATERIAL TESTS THAT SHALL BE REQUIRED MIL POLYETHYLENE SHEET SEALED WITH DUCT TAPE AS REQUIRED. O 1700:NUNY3ER BY THE BUILDING,MUNICIPAL DOB,OR NYS LAW.SUCH TEST SHALL BE DONE BY AN APPROVED, LICENSED AND INSURED COMPANY AND SIGNED OFF BY THE BUILDING AND DOB PRIOR TO ANY 3.PLUMBING AND ELECTRICAL REMOVALS:PRIOR TO THE REMOVAL OF ANY PORTION OF THE EXISTING s111INOVE DEMOLITION. PLUMBING OR ELECTRICAL SYSTEM COMPONENTS THE CONTRACTOR SHALL ARRANGE FOR THOSE 51icLlair ® WWVOWI�iWiEP PORTIONS OF THE SYSTEM INDICATED FOR REMOVAL TO BE DISCONTINUED,AND WHERE REQUIRED, I 3.ALL DIMENSIONS ARE FINISH FACE TO FINISH FACE UNLESS OTHERWISE NOTED. RE-ROUTED AS INDICATED ON DRAWINGS. x ELEVAWNLOCAWN x 4.ALL EXISTING WALLS TO REMAIN,OR ALL WALLS AFFECTED BY DEMOLITION OR NEW 4.EXISTING ELECTRIC PANELS,GAS METERS OR WATER METERS TO REMAIN. rd� III CONSTRUCTION TO BE PATCHED.PROVIDE CORNER BEADS WHERE REQUIRED;TAPE AND I I T F�T fmovc SPACKLE,PREPARED TO ACCEPT NEW FINISH.ALWAYS USE DIMENSIONS AS SHOWN,DRAWINGS 5.ITEMS INDICATED FOR REMOVAL ON DEMOLITION DRAWINGS INDICATE TYPICAL WORK ITEMS.THE ARE NOT TO BE SCALED. SCOPE OF WORK IS NOT LIMITED TO,AS INDICATED ON THE DRAWINGS,BUT INCLUDES WORK ON ALL I I I I I i I I Irt' SLIDER AREAS AS REQUIRED TO COMPLETE THE SCOPE OF THIS PROJECT,WHETHER OR NOT INDICATED. III WARNING: 5.BEFORE PROCEEDING WITH WORK,EACH CONTRACTOR AND SUB-CONTRACTOR SHALL m E>UStLUG THOROUGHLY EXAMINE THE EXISTING CONDITIONS AT THE PROJECT SITE TO ASSURE THAT THE 6.ALL EXISTING BUILDING PARTS INDICATED FOR REMOVAL SHALL BE REMOVED IN THEIR ENTIRETY.ALL I ( I I I DECK THESE DOCUMENTS ARE NOT SCOPE OF WORK CAN PROCEED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. EXISTING BUILDING ELEMENTS NOT INDICATED FOR REMOVAL SHALL BE RETAINED AND SHALL BE LJ l VALID UNLESS SEALED AND SAFEGUARDED AND PROTECTED FROM DAMAGE OF ANY KIND. KIIM SIGNED IN INK,NO SCANS, '-6:PRIOR TO THE START OFfZEMOVAL/DEMOLITION,PROVIDE TEMPORARY DUST PROTECTION' '=--- -"`"-"-"- - �'"" `--' SDELIaif BETWEEN AREAS DESIGNATED FOR REMOVAL AND EXISTING TO REMAIN.PROVIDE TEMPORARY 7.ALL REFUSE AND DEBRIS CREATED BY THE WORK OF THIS PROJECT SHALL BE REMOVED FROM THE - III REPRODUCTIONS OR COPIES DUST PROTECTION ON A CONTINUOUS BASIS FOR THE DURATION OF DEMOLITION OPERATIONS. PREMISES AND LEGALLY DISPOSED OF AT AN OFFSITE LOCATION DAILY. I ARE AUTHORIZED BY WITHOU MINIMUM 6 Mil POLYETHYLENE SHEET SEALED WITH DUCT TAPE AS REQUIRED. i i WRITTEN AUTHORIZATION OF B.ALL DEMOLITION AND REMOVAL WORK SHALL BE PERFORMED IN STRICT CONFORMANCE WITH JOHN G.SCARLATO JR., 7.PROVIDE PROPER SHORE SUPPORTS PRIOR TO THE CUTTING AND OPENING OF EXISTING LOCAL BUILDING AND ELECTRICAL CODES,O.S.H.A SAFETY REGULATIONS AND ALL OTHER OPEN WALL I I ARCHITECT. WALLS,FLOORS AND ROOF.RELOCATE/RE-ROUTE EXISTING PIPES,CONDUITS,INTERFERING WITH REGULATIONS HAVING JURISDICTION INCLUDING THE BUILDING OWNER AND MANAGEMENT, fOADDIfIONi i FURTHERMORE; NEW OPENINGS. M,�YAt�P.E-INSfN-I. 9.THE GENERAL CONSTRUCTION CONTRACTOR SHALL COORDINATE THE SEQUENCING OF THE I E>uSnNG ice, IT IS A VIOLATION OF NEW DEMOLITION WORK AND OTHER WORKS WITH THE WORK OF THE PLUMBING,ELECTRICAL AND AS YORK STATE LAW FOR ANY I MECHANICAL SUB-CONTRACTORS. PERSON,UNLESS ACTING sIRIPP�t�Ar AnD1noN 10.ENTIRELY REMOVING EXISTING WALLS(SHOWN DASHED IN DRAWINGS)FROM CEILING TO FLOOR _:9E__ UNDER THE DIRECTION OF A E1asr INCLUDING BASE,TRIM,DOORS,WINDOWS AND FRAMES.REMOVE PJ MOVEWW7MMPOPEN LICENSED ARCHITECT,TO COUNTERS, ALL MILLWORKS, RFORMW COUNTERS,CABINETS AND ITS SUPPORTS.REMOVE ALL CONDUITS,PIPES,SWITCHES,OUTLETS,AND WAU.tOFL00 RFORNN ALTER IN ANY WAY THESE ETC.ON ALL EXISTING WALLS TO BE REMOVED.BEFORE PROCEEDING WITH THE WORK,COORDINATE SEALED AND SIGNED WITH OTHER CONTRACTORS TO VERIFY THAT SERVICES ARE DISCONNECTED.REFER TO DRAWINGS FOR DOCUMENTS WITHOUT THE THE EXTENT OF THE WORK.WHERE REMOVAL HAS OCCURRED AND EXISTING CONDITIONS ARE FOUND EXI5f EXPRESS AND CONDITIONED THAT AVERSELY AFFECT THE WORK AND REQUIRES RELOCATION,RELOCATE SUCH ITEMS AS DIRECTED BY THE ARCHITECT AND THE OWNER. PERMISSION OF THE ARCHITECT. 11.PROVIDE PROPER SHORE SUPPORTS PRIOR TO THE CUTTING AND OPENING OF EISTING WALLS, FLOORS OR ROOF.RELOCATE/RE-ROUTE EXISTING PIPES AND CONDUITS INTERFERING WITH NEWS OPENINGS. 12.CUTTING AND PATCHING SHALL BE PROVIDED WHERE WALLS ARE DEMOLISHED,INSTALLED OR MODIFIED AND SHALL BE PERFORMED IN A FIRST CLASS MANNER.ALL FINISHES SHALL BE RESTORED TO FIRST FLOOR DEMOLITION PLAN- MATCH THE ADJACENT FINISH. SCALE: 1/4" = 1'-0' gQursw��s�•lr 13.ALL EXPOSED ROOF SURFACES SHALL BE PROTECTED AT THE END OF EACH WORK DAY BY MEANS Q Ipo f u i✓I mo^9�'`l z�ti OF BEST STANDARDS AND PRACTICES.ROOF EXPOSURE DUE TO DEMOLITION OR REPLACEMENT OF lur-r-nq nlnI MATERIALS SHALL BE COVERED FROM WEATHER DESPITE FORECAST BY TARP.OPENINGS IN FENESTRATION SHALL BE COVERED BY PLASTIC SHEETING AT A MINIMUM AND PLYWOOD IF SECURITY 12/8/22 1551l�17 F0�I'PIG�ANt7 I'i;p.Mlt OF THE STRUCTURE IS AT ISSUE. IE paw a.A55 aAY VAN17016 r�0 BENCH O I t bAC 4 a 2 c 12 0 16"O.C. 6 y' aA� - EXf 5Y5 John G. a a EAt1NG/aa I j MlMi AMA —I— a� O x FLOOR �, MF ��aMA0OAT y'O'l a, Scarlato Jr. �F Ew I i WN LS AidD CEI NG i —,— yblGi t1� �- a �C1 FOL 1n�ON Architect, ELECTRICAL LEGEND 4 ___ I N�MCK WW PECK o - a N I 33 Byram Hill Road NEW t7ECOPA 5N0 SWGLE POLE ' a FAMLY PROM CONP CO J?O511B % 60 vi 40 a , j FaM�.Y ROOM ' Armonk,NY 10504 WWMCOM5 WAY%Mfa1 •I ' a1�'SYmm _ �`��"' q,a, �V� Ha.FWALL i�� Phone:(914)273-7350 JGSCARLATO@GMAIL.COM q NGti�DECOPA�}WAY 51MfCH Krcmq I y o I 4D NEwDECORADIatiti+ERswlrai ItCFC 19,_0„ „ K IT b FLOOR I RE P I -- ' � GELBARD RESIDENCE NEW DEA cE fICA1 - c1 I�&Mxvo J �C, Kew DECORA a'auND FALLf a of INIEmPr RECEPfAUL 1 ; z _ ; 51 WINDING WOOD ROAD EXf OVFN5 _-- 1 MWMCORAOWVr.earnc& cra --- �1'-0" I �Wi1��,IWJ7RAA,AfGP RYE BROOK, N.Y. 10573 HALF WALL MV PM an Er 211 ua El NEIV TV C/+BI.E A1ILE f 1 ADDITION AND INTERIOR IOW S11:P5 t0 NiW RECESSED LED DOdVN Llaif NWCH AND p O y"�,�ul>BAFFEL s N 3r, &MwIni,V,K7 ALTERATIONS AND Nc1;CE55E171M E1E DOIhN LIL}If PL5 = nE Wf0 RENOVATIONS w k P05f r0 EX15"52175 O 5"aAFFEI VdIHLENS �-Fzw WALL FOI�lDA110N E>a5n 51EP5 O tMED S.yDICE DE IECfOR TO FXI511N AY f;X15t1NGf3AY PAWS FX1%t A5 PMIIRY © K LA�t3i�h"ONOKIDE DEIECfO+? REOIl�Ef1 FIRST FLOOR 5 P EXiSf , 'AMS,Y,G1(E/CAF,aON h'ONO)ci7E COh730 DEn:CfOR CONSTRUCTION PLAN 11 WOW IfAf MTCfOR PATCH FINM5 fO hiAo EXI5iP1G AS F10UFJ;D Q W&W WOKE/CA"A"DNM COAW MIECfOR �- JJNcIwN ornc Folz Llaif F1XI»xc FIRST REFLECTED CEILING ELECTRIC+ PLAN — p0 , :� � DRAWING NO. a WALL SCONCE J NCWN vox �► ;y�e0. ��_- SCALE: 1/4 �J Q wALL Lair mcww oox LNWGROOM DINING P.DUM •.'�'`: NI r':n �0 aLIt�+FM RI;P10=7 XU XfION COX ;+ FIRST FLOOR CONSTRUCTION PLAN 'A f0.v SCALE: 1/4 1) = 1'-0' TABLE R501.3.1 TABLE R507.6 SECTION R507 2020 RESIDENTIAL CODE MINIMUM FOOTING SIZE FOR DECKS TABLE R507 5 DECK BEAM SPAN LEN R507.5 a(feet•Inches) DECK JOIST SPANS FOR COMMON LUMBER SPECIES(ft.-In. EXTERIOR DECKS LOAD BEARING VALUE OF sal S'°(ps0 DECK JOIST SPAN LESS THAN OR EQUAL TO: ALLOWABLE JOIST SPAN° MAXIMUM CANnLEVERa1 LIVE OR R507.1 Decks.Wood-framed decks shall be in accordance 0 F NEW Y 0 R K STATE GROUND TRIBUTARY 158et Diameter Diameter 2 3000' s 512E° (foot) SPACING SNOW AREA SI of o Diameter of a Side of a D20017er a o Sldo of a Diameter of a Side of a Diameter of a SPECIES SIZE SPACING OF DECK JOISTS with this section.For decks cane materials and conditions LOAD' (s.ft) Thickness Thickness 9 9 Thickness 9 Thickness 6 B 10 12 t1 10 to SPECIES' (Inches) OF DECK JOISTS WITH CANTILEVERS' g q square fooling round fooling (Inches) square fooling round footing (Inches) square footle round footing (Inches) square foot round footle (inches) (Inches) not prescribed in this Section,refer to Section R301. first) gnchos) (Inches) (Inches) (Inches) gnchos) (Inches) Onches) 0nchos) 1-2 x 6 4-11 4-0 3-7 3-3 3-0 2-10 2-8 12 16 24 12 16 24 R507.2 Materials.Materials used for the construction of R507.2.2.3 Decay resistance.Plastic composite deck 20 12 14 6 12 14 6 12 14 6 12 14 6 1-2 x 8 5.11 5-1 4-7 4.2 2-10 3-7 3-5 40 14 Ib 6 12 14 G 12 14 6 12 14 6 2 X 6 9-11 9-0 7-7 1-3 I-4 1-6 decks shall comply with this section. boards,stair trends,guards and handrails containing 1-2 x 10 7-0 6-0 5.5 4-11 4-7 4-3 4-0 2 x 8 13-1 11-10 9-8 2-1 2-3 2-5 R507.2.1 Wood materials.Wood materials shall be No.2 wood,cellulosic or other biodegradable materiels shall 60 17 19 6 IS l7 6 13 15 6 12 ►4 6 1-2 x 12 8-3 7-( fi 4 5-In 5-S 5-0 4-9 Southern pine 2-10 grade or better lumber,preservative-treated in accordance be decay resistant in accordance with ASTM D7032. 40 80 20 T2 7 17 19 6 is 17 6 14 1b 6 2 x 10 1G-2 14-0 11-5 3-6 4-2 3.4 with Section it317 or approved,naturally durable lumber, R507.2.2.4 Termite resistance.Where required by 100 22 zs 8 19 21 6 17 t9 6 IS 17 G 2-2 X 6 8_9 5-I I 5-4 6-2 4-G 54 5-0 2 x 12 1&0 16 6 13-6 1-2 1-3 1-5 PP and ternhite protected where required in accordance with Section 318,plastic composite deck boards,stair treads, 120 24 27 9 21 23 7 19 21 6 17 19 6 2-2 x$ 8-9 7-7 6-9 G-2 5-9 5-4 5-0 2 x 6 9-6 8-8 7-2 1-2 I-3 1-5 " Southern pins Section R318.Where design in accordance with Section guards and handroils containing wood,cellulosic or 140 26 29 10 22 25 8 20 2] 7 IS 21 G Z-2 x 10 10-0 9-0 8-0 T-4 6 9 7-6 7-0 Douglas fir-larch° � 2 x 8 12-6 Il-1 9-1 1-I1 2-1 2-3 R301 is provided,wood structural members shall be other biodegradable materials shall be termite resistant 160 28 31 11 24 27 9 21 24 R 20 22 7 2-2 X 12 12-2 10-7 9-5 8-7 8-0 7-6 7-0 han•tiry 2 x 10 15-8 13-7 11-1 3.1 3-5 2.9 designed using the wet service factor defined in AWC in accordance with ASTM D7032. 1 20 12 14 6 12 14 6 12 14 6 12 14 6 race-ine-ft?, NDS.Cuts,notches and drilled holes of preservative- 3-2 x 6 8-2 7-5 G-8 6-I 5-8 5-3 5-0 � P 2 x 12 IB-0 IS-9 12-10 4-6 3-I I 3-3 P R507.2.2.5 Installation of plastic composites.Plastic 40 15 17 6 13 15 6 12 14 6 12 14 6 3-2 x 8 10-10 9•6 8-6 7-9 7-2 6-8 64 treated wood members shall be treated in accordance with composite deck boards,stair treads,guards and hand- 60 19 21 6 16 19 6 14 16 6 13 15 6 2 x 6 8-10 8-0 7-0 1-8 1-I L-2 Section R317.1.1.All preservative-treated wood products 3-2 x 10 13-0 11-3 10-0 9-- B- 7-4 -1 wcstem c P P roils shall be installed in accordance with this code and ts0 21 24 8 t9 21 6 17 19 G t5 17 6 western cedars, 2 x 8 11-8 10-7 8-8 1-8 I-10 2-0 in contact with the ground shall be labeled for such usage. the manufacturer's instructions. S0 100 24 27 9 21 23 7 19 21 6 17 19 6 3-2 x 12 15-3 13 3 11-10 !0.9 !0 0 9 4 8-10 R507.2.1.1 Engineered wood products.Engineered pondcrosapinc`, 2 x!0 14-I1 13-0 l0-7 2-8 2-10 2-6 g1 P B R507.2.3 Fasteners and connectors.Metal fasteners and 120 26 30 10 23 26 a 20 23 7 19 21 6 3 x G or 2-2 x 6 5-5 4-8 4-2 3-10 3-6 3-1 2 9 red pine` wood products shall be in accordance with Section connectors used for all decks shall be in accordance with 1ao z8 32 11 25 28 9 22 25 8 20 23 7 3 x 8 or2-2 x 8 6-10 5-11 5-4 4-10 4-6 4-1 3-8 2 x 12 l7-5 15-1 12-4 3-10 3-9 3-1 R502. Section R317.3 and Table R507.2.3. 160 30 34 12 26 30 10 24 27 9 21 24 8 3 x 10 or 2-2 x 10 9 4 7-3 6-6 5.1 I 5-6 5-1 4-8 For SI:I incli-25.4 mm,I foot-304.8 mm,I pound per square foot-0.0479 kPa,I pound-0.454 its. R507.2.2 Plastic composite deck boards,stair treads, R507.2.4 Flashing.Flashing shall be corrosion-resistant 20 12 14 6 12 14 6 12 14 6 12 14 6 a.Ground 2 grade veldt wet serviceload factor. cards,or handrails.Plastic composite exterior deck Douglas fir-larch`, 3 x l2 or 2-2 x 12 9-8 8-5 7-6 6-10 G-0 5-11 5-7 b,tinned snow,load,live Ind-40 psf,dead load-l0 pal:Ue=3Go. g P metal of nominal thickness not less than 0.019 inch(0.48 40 16 19 6 14 16 6 13 14 6 12 14 6 hem-fir, 4 x G 6-5 5-6 4-11 4.6 4-2 3-11 3-8 c.Ground snow land,live load-40 psf,dead lond-IO psf,Ue=360 at main span,LJe-ISO at cantilever with a 220-pound point land applied to end. boards,stair treads,guards and handrails shall comply min)or approved nonmetallic material that is compatible 60 20 23 7 17 20 6 16 18 6 14 16 G e Norte,�„IspK;eswactor.incising factor. with the requirements of ASTM D7032 and this section. with the substrate of the structure and the deckingmateri- spruce-pine-fir, 4 x 8 8-5 7-3 G-6 5 I 1 5-6 5-2 4-10 GO 80 23 2G 9 20 23 7 IS 20 6 16 !9 G mdwood, R507.2.2.1 Labeling.Plastic composite deck boards als. 100 26 29 10 22 25 a 20 23 7 I8 21 6 western cedars, 4 x 10 9-11 8-7 7-8 7-0 6.6 6-1 5-8 L Cantilevered spans net exceeding the notnlnnl depth of the joist are permitted. and stoir treads,or their packaging,shall bear a label R507.2.5 Alternate materials. Alternative materials, 120 28 32 11 25 28 9 22 25 8 20 23 7 ponderosa pine', 4 x 12 11-5 9-11 8-10 8-1 7-6 7-0 6-7 that indicates compliance with ASTM D7032 and including glass and metals,shall be permitted. 140 31 35 12 27 30 10 24 27 9 22 24 8 red pine' 3-2 x 6 7-4 6-8 6-0 5-6 5-1 4-9 4-6 TABLE SPACING includes the allowable load and maximum allowable MAXIMUM JOIST SPACING FOR DECKING inc li determined in le load with ASTM D7032.allowable R507.3 Footings.Decks shall be supported on concrete foot- 160 33 37 13 28 32 11 25 29 to 23 26 9 3-2 x 8 9-8 8-G 7-7 6-11 6.5 6-0 5-8 MAXIMUM ON-CENTER JOIST SPAQNG Plastic or composite handrails and guards,or their ings or other approved structural systems designed to accom- 20 12 14 6 12 1a 6 12 14 6 12 14 6 3-2 x)0 12-0 10-5 9.4 8-6 7-10 7-4 G-)I DECKING MATERIAL TYPE AND NOMINAL SIZE pecking perpendicular to jolst Decking diagonal to joist• packaging,shall bear a anlabel that indicates compliance modale all loads in accordance with Section R301.Deck 40 18 20 6 )5 17 6 14 15 6 12 14 6 3-2 x 12 13-11 12-I 10.9 9-10 9-1 8-6 8-1 t 12 inches footings sholl be sized to carry the imposed loads from the b0 21 24 8 19 21 6 17 19 6 IS 17 6 1/,-inch-thick wood 16 inches with ASTM D7032 and includes the maximum allow- For SI:t inch-25A ram,I foot-304.8 mm.I pound per square foot-0.0479 kPa,I pound�0.454 kg. 16 inches able span determined in accordance with ASTM deck structure to the ground as shown in Figure R507.3.The so 25 28 9 21 24 8 19 22 7 Is 20 6 2-i»tic composite wood 24 inches footingdepth shall be in accordance with Section R403.1.4. a.Ground sinew Toad,diva load-40 psf,dead load-Ill psf,Ue�360 of main spun,Ue-180 of cantilever with a 220•pound point lead applied at We end. D7032. P 70 100 28 31 11 24 27 9 21 24 8 20 22 7 b.Deans supportlog deck joists from one side only. Plastic composite Gh accordance with Section R507.2 ]n accordance with Section R507 2 R507.2.2.2 Flame spread Index.Plastic composite Exception: Free-standing decks consisting of joists 120 30 34 12 26 30 10 24 27 9 21 24 8 e.No.2 grotto,wet service terric than For SI:1 inch-25.4 art.I foot-304.8 ram,I degree-O.o d de red. directly supported On Cade over their entire length. 140 33 37 !3 28 32 11 25 29 10 23 26 9 d.Deert depth shall be greater Than or equal to depth of joists with n(lush bran eonditiat. o.Maximum angle of 45 degrees from perpendicular for wood deck boards. deck boards,stair treads,guards,and handrails shall Y PP B B c.Includes incising factor. exhibit a flame ennead index not exceeding 200 when R507.3.1 Minimum size.The minimum size of concrete 160 35 40 is 30 34 12 27 31 11 25 28 9 f.Northern specim locising factor not included. tested in accordance with ASTM E84 or UL 723 with footings shall be in accordance with Table R507.3.1, For Si:I inch-25.4 min,I square foot-0.0929 at',I pound persgtmro fool-0.0479 kPa. c Assumes minimum aquas footing to be 12 inches x 12 Indies x b inches far 6 x 6 post g.Beam cantilevers are limited to die adjacent bean,'e span divided by 4. the test specimen remaining in place during the test based on die tributary area and allowable soil-bearing a.Interpolation permitted,extrope)ation not permitted. tL Irthe support is a brick or CMU pier,the footing shall have a minimum 2-Inch projection on all side.+. SHEATHING Exception Plastic composites determined to be Pressure In accordance with Table R401.4.1. b.Dosed on highest load ease:Dead+Live or Dead Snow. e.Area,in square feet,of deck surface supported by post and footings. TABLE R607.9.1.3�1) SIDING noncombustible. DECK LEDGER CONNECTION T BAND JOIST4° THIS DETAIL ISAPPLICABLE (Deck live load=40 psf,deck dead load a 10 psf,snow toad s 40 ps0 WHERE FLOOR JOISTS ARE FLASHING FOR R507.6.2 Deck joist lateral restraint.Joist ends and t„ JOIST SPAN PARALLEL TO DECK JOISTS. WATER TIGHTNESS TABLE R507.2.3 bearing locations shall be provided with lateral resistance 5 2 MINIMUM FOR FASTENER AND CONNECTOR SPECIFICATIONS FOR DECKS" B P BEAM SPLICES CONNECTION DETAILS World Tess 61"too, e'1"to 10' t0'1"to 12' 12't"to t4' 14'1"to 16' t6't to ta' DECKING to prevent rotation.Where lateral restraint is provided by BEAM SPLICE (IF REQUIRED)�y on-centor spacing of fasteners ITEM MATERIAL MINIMUM FINISHICOATING ALTERNATE FINISHICOATING• joist hangers or blocking between joists,their depth shall ( ) _ ' IF REQUIRED r"1` '/,-inch diameter lag screw with'/=inch In accordance with Stainless steel,silicon brorme or MUST OCCUR _ -.• a 30 23 18 I5 13 I 1 10 Nails and timber rivets Hot-dipped galvanized per ASTM A153 equal not less than 60 percent of the joist depth.Where lat- OVER POST _•- ��_ maximum sheathing° APPROVED JOIST HANGERS ASTM FI667 copper " -•� a i ° erol restraint is provided by rim joists,they shall be ` /-indh diameter bolt widt/-inch maximum 2"MIN. 2x LEDGER NC FASTENERS Bolts` In accordance with Hot-dipped§olvanized per ASTM A 153,Class C secured to the end of each joist with not fewer than three 1 '`--�Z' ``^n C '� lsheathingd ' 3G 3G 34 29 24 21 f 9 IN ACCORDANCE WITH TABLE R507.2 Log screws° ASTM A307(bolts), (Class D for inch diameter and less)or mechani-Stainless steel,silicon bronze or p Od 3-inch b 0.128-inch 76 ram b 3.3 ram nails or c"``-~~ r r ASTM 8695 Class 55 or 410 a ( y )( y ) yam,°u Iy "�� 'l=inch dinmelcr bolt with 1-inch maximum 36 36 29 24 21 18 16 HOLD-DOWN DEVICE MIN 750 LB.CAPACITY (including nuts and ASTM A563(nuns), sully galvanized pc cope washers) ASTM F844(washers) stainless steel three No.I Ox 3-inch(76 mm)long wood screws. 4 T. sheathing APPROVED- �.4'f FLOOR JOISTS AT 4 LOCATIONS,EVENLY DISTRIBUTED ASTM A653 typo 0185 zinc coated galvanized R507.7 Decking.Maximum allowable spacing for joists sup- P�Cqp , For St:l Inca-25.4 tnih,(foot=304.8 ram,I pound per sgtmre Fool=0.0479 kPa ALONG DECK AND OHE WITHIN 24.0E EACH Per manufacturer's steel or post hot-dipped galvanized per ASTM porting decking shall be in accordance with Table R507.7. a.Ledgers shall be flusbed In accordance with Scuiat R703.4 to prevent water kin contacting the house band Joist END LF THE LEDGER.HOLD-DOWN DEVICES Metal connectors Stainless steel SHALL FULLY ANUFA DECK JOIST PER specification A123 providing a minimum average coaling Wood decking shall be attached to each supporting member BEAM OVER POST CAP BEAM OVER POST b.Thew bed dull not a assumed to net extend beyond with id a land. HOLD-DOWN MANUFACTURER. weight of 2.0 oz./R'(total both sides) with not less than two 8d threaded nails or two No.8 wood e.The tip ortho lag screw stall fully extend bcynnd the inside lira of the band joist. d.Sheathing shall be wood structural panel or xalid sawn lumber. For Sh t inch-25.4 mm,I foot-304.8 inm. screws.Other approved decking or fastener systems shall be c.Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard,lumbet or fotun sheathing Up to'!i-inch thickness of nlnekcd washers A FULLY THREADED sb`DIAMETER LAG o.Equivalent matcrioLc,castings and anisliu slmll be permitted. installed in accordance with the manufacturer's installation For SI:1 inch-25.4 min. droll be permitted to substitute for up to'/r inch of allowable sheathing thickness where combined will,wood structural panel or lumber sheathing. SCREW PREDRILLED W/MIN.W PENETRATION b.Fasteners and eomiectors exposed to salt water or bated within 300 feet of o stilt water shoreline stall be slolnlesc steel. requirements. FIGURE T D7.5.K TO CENTER OF TOP PLATE,STUDS,OR HEADER. e.Holes for bolts sbnll be drilled a minimum'/„inch and a maximum'116 inch larger than the bolt. DECK BEAM TO DECK POST d.Lag screws'/,Inch and larger s1m11 be predrilled to avoid wood splitting per the Notional Design Specification(NDS)Ibr wood Construction. R507.8 Vertical and lateral supports.Where supported by - - TABLE BOLTS IN For SI:1 Inch-25.4 ram,lfeat-304.8 ram a Stainless sled driven fasteners shahl be in accordance with ASTM F1667. MINIMUM 7' MINIMUM 2�' PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS FIGURE R507.9.2(2) attachment to an exterior wall,decks shall be positively MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS DECK ATTACHMENT FOR LATERAL LOADS anchored to the primary structure and designed for both verti- 1 TOP EDGE BOTTOM EDGE ENDS ROW SPACING 12'MIN -MANUFACTURED POST CONNECTOR cal and lateral loads.Such attachment shall not be accom- MULTiFLE-PL'Y BEAM 1 Led gee 2 inches° '/,,inch 2 inches° 1'/a indies` r' SINGLE PLY BF.%1M= 8 IN ALLOWABLE SOILS / -TYPICAL PT POST plished by the use of toenails or nails subject to withdrawal. ' Band Joist` 1,inch 2 Inches 2 inches' I'/s inches° For decks with cantilevered framing members,connection to 6110122 1551�n F0�I'�It ANi7 i'l;pMlt exterior wells or other framing members shall be designed and (2)10 DIAMETER= For S1:1 Inc i-25.ram. �• I f THROUGH-ROLTS a op s 12 constructed to resist uplift resulting from die full live toad a La screws or bolts shtill be sm ercd lean rite t tot bottom elan the harizonttil ern of the deck ledger in accordance with Figure R507.9.1.3(I). I'.� t1�-•- _ _ specified in Table R301.5 acting on the cantilevered portion of OR APPROVED b.Maximum rengineered 5 eddies. GRADE I i EQUIV&bff a For c,ngintxrod rim joists 11>c mnnufoGurer's recommcndnliais shmllgovern. .r,-•• •� u�„r�+�J1�, ''JC11,,' !r _m 1D the deck.Where positive connection to the primary building CONNECTOR -1 d The minimum distance ftom bottom row arias screws or bolls to the rap ed(,M of tie kdgtt shall be in sewrdoncc with Figure R507.9.1.3(I). I structure cannot be verified during inspection,decks shoes be self-supporting. H 9 FASTENERS • -• 0DST NOTCH'' STAGGER A ..1_._._.... .. .-_ IN -t R507.9 Vertical and lateral supports at band joist.Vertical l l _..._ `L I: ...�,,...I._ and lateral supports for decks shall comply with this section. -----t�)- FOR FULL-BEAM', - -l•�,•.- _ BEARING. 5.5'MIN.FOR 2 X 8' 'DISTANCE SHALL BE PERMITTED TO ;"` n. �"DIAMETER_• •2 2Ya MIN. ® ® ® 6.5"MIN.FOR 2 X 10 BE REDUCED TO 4.5"tF LAG SCREWS I_.DEPTH THROUGH BOLTS { R507.9.1 Vertical supports.Vertical loads shall be trans- - 5"MAX 7.6'MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS J PER TABLE ferred to band joists with ledgers in accordance with(his BEAM SPLICE ^� - 0 0 ® ® REDUCED TO THAT OF LAG SCREWS PER TABLE IN BOTH DIRECTIONS MINIMUM 12ITo ATTACH 2 NOTE:NOT SCREWS ; OF EMBEDMENT section. - Z 2" 5. BAND JOISTS. X 6 LEDGERS TO 2 X B 2'MIN. 4-GRAVEL R507.9.1.1 Ledger details.Deck ledgers shall be a =• �- ;z r LEDGER LAG SCREW OR BOLT 314'MIN. minimum 2-inch by 8-inch(51 mat by 203 mm)nomi- I lt°'1�: , C i" 2-Lf)"t) NOTE: John POSTS MUST BE CENTERED ON OR iN FOOTING nal, pressure-preservative-treated Southern pine, _ G. I I incised pressure-preservative-treated hem-fir, or 'CI{ r! [Y; For SI:Iin�h-25.4 rant. • ��-_.__, l .. FIGURE R507.9.1.3(1) de r better lum- ! 1 EDGERS For SI.l Inch-25,4 ram. approved,naturally durable,No.2 gra o _ PLACEMENT OF LAG SCREWS AND BOLTS N L Jr.FIGURE R507.3 ber.Deck ledgers shall not support concentrated loads _ _ 2+` Scarlato I DECK POSTS TO DECK FOOTING CONNECTION from beams or girders.Deck ledgers shall not be sup- - z 2W R507.5 Deck beasts.Maximum allowable spans for wood ported oil stone or masonry veneer. ''I- 11'f R507.3.2 Minimum depth.Deck footings shall extend accordance Architect deck beams,as shown in Figure R507.5,shall be m R507.9.1.2 Band olst details.Band joists supporting a EXTERIOR SHEATHING below the frost line specified in Table R301.2(1)in error- j j PP B _ with Table R507.5.Beam plies shell be fastened with two rows For St:I inch-25.4 mm dance with Section R403.1.4.1. of 10d(3-inch x 0.128-inch)nails minimum at 16 inches(406 ledger shall be a minimum 2-inch-nominal(51 ram), EXISTING STUD WALL solid-sawn,spruce-pine-fir or better lumber or a mini- FIGURE R607.6.1(2) Exceptions: ram)on center along each edge.Beams shall be permitted to NOTCHED POST-TO-BEAM CONNECTION 33 Byrum Hill Road 1.Free-standing decks that meet all of the following clintilever at each end up to one-fourth of the allowable begun mum I-inch by 9'/,-inch(25 ram x 24l rant)dimen- nn.Deck beams of other materials shall be permitted where sional,Douglas fir or better,laminated veneer lumber. RIM s7R RDAOTU AAR EXISTING 2k BAND JOIST Armonk,NY 10504 PROaaRY OR ENGINEERED RIM BOARD criteria: Band joists shall bear full on the rime structure STRUCTURE 1.1.The joists bear directly on precast con- designed in accordance with accepted engineering practices j y primary FOR CANTILEVERED Crete pier blacks at rode without sup- capable of supporting all required loads. JolsTs Phone:(914)273-7 P B P- R507.5.1 Deck beam bearing.The ends of beams shall OTHER O LATERAL port by beams k posts. i LEDGER KING OR 2'MIN. DECK JOIST JIGSCARLATO@GMAIL.CO have not less than 1/,inches(38 mm)of bearing on wood R507.9.1.3 Ledger to band joist details.Fasteners RESTRAINT BOARD eGARD 1.2.The area of the deck does not exceed 200 or metal and not less than 3 inches(76 mm)of bearing on used in deck ledger connections in accordance with REQUIRED OVER •SST 1-0/e"MIN. square feet(18.9 in'). concrete or masonry for the entire width of the beam. Table R507.9.1.3(1)shall be hot-dipped galvanized or BEAM b'MAX stainless steel and shall be installed in accordance with , LAG SCREWS OR BOLTS G E LBARD RESIDENCE 1.3.The walking surface is not more than 20 Where multiple-span beams bear on intermediate posts, 2'MIN. inches(616 mm)above grade at any each ply must have full bearing on the post in accordance Table R507.9.1.3(2)and Figures R507.9.1.3(1)and Dint within 3G inches 914 ram men- with Figures Rs07.5.1 1 and Rs07.5.1 2 R507.9.1.3(2), IAII JOIST HANG Rs FLOOR FRAMING 6.. •oPo c 51 WINDING WOOD ROAD P ( ) B () ()• JOISTS sured horizontally from the edge. HANGER BEAM EACH END o'.a:o o c JOIST HANGER �/ 2.Free-standing decks need not be provided with R507.5.2 Deck beam connection to supports.Deck R507.9.1.4 Alternate ledger details.Alternate fram- BEAM RYE BROOK, N.Y.. 10573 beams shall be attached to supports in a manner capable of ing configurations supporting a ledger constructed to n footings that extend below the frost line. POST(BEYOND) POST(BEYOND) / FOUNDATION WALL �:••o•0 b R507.4 Deck posts.For single-level wood-framed decks transferring vertical londs and resisting horizontal dis- meet the pond requirements of Section R301.5 shall be / with beams sized in accordance with Table R507.5,deck post Placement.Deck beam connections to wood posts shall be permitted. in accordance with Figures R507.5.1(1)end R507.5.1(2). JOIST SPAN JOIST SPAN MEASURED For St:1 inch-25.4 nun. size shall be in accordance with Table R507.4. R507.9.2 Lateral cosmectlon.Lateral loads shall be trans- � CENTERLINE TO CENTE INE FIGURE R607.9.1.3(2) Manufactured post-to-benm connectors shah)be sized for ferred to the ground or to a structure capable of transmit- CANTILEVER OPTIONAL OF JOIST HANGERS PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS We post and beam sizes.Bolts shall have washers under ling them to the ground.Where the lateral load connection TABLE R5o7.4 the head and nut. ti provided in accordance with he lat:al load n hold- CANTILEVERED JOISTS WITH DROPPED BEAM JOISTS WITH FLUSH BEAM NEW DECK DECK POST HEIGHT' R507.6.1 Deck joist bearing.The ends of'oists shall have P MAXIMUM HEIGHT` j g j down tension droners shall be installed in not less than two RIM DECK POST SIZE (foslanches) not less than 1'/,inches(38 mm)of bearing on wood or locations per deck,within 24 inches(610 mm)of each end 4 x 4 6-9' metal and not less than 3 inches(76 ram)of bearing on of the deck.Each device shall have an allowable stress FOR CANTILEVERED OTHER JOISTS concrete or mason over its entire width.Joists bearing BLOCKING OR OTHER HOLD-DOWN OR SIMILAR 4 x 6 8 �' g design capacity of not less than 1,500 pounds(6672 N). LATERAL RESTRAINT TENSION DEVICE 6 x 6 14 on lop of a multiple-ply beam or ledger shall be fastened Where file lateral load connections are provided in Rccor- REQUIRED OVER BEAM JOIST FLOOR SHEATHING NAILING AT in accordance with Table R602.3(1).Joists bearing on top dance with Fi re R507.9.2(2,the hold-down tension 61MAXIMUM ON CENTER TO 8 x B 14 'of a single-ply beam or ledger shall bi:dtlticlhitd by-a devices shall be installed in not lose(halt four locations per JOIST WITH HOLD-DOWN 2020 RESIDENTIAL CODE OF For SI:I Inch-poundp5*sg mm,l feet-304.Rmin, mechanical connector.Joist framing into the side of a oundpersqunrofoot-o.o479kPa. B deck,and each device shall have on allowable stress WARNING: NEW YORK STATE a.Mensurred to the underside or thebcain. beam or ledger board shall be supported by approved joist design capacity of not less titan 750 pounds(3336 N). JOIST MANGER THESE DOCUMENTS ARE NOT VALID UNLESS SECTION R507: b.Based on 40 psf live load. hangers. JOIST BEAM EACH END e.The maxilntini penitted height is 8 fat for one-ply and two-ply beano. _ _= BEAM + + + + + + SEALED AND SIGNED IN INK,NO SCANS, The maximum penniucd lulght for lhra-ply hams on posh cap is 6 fret 9 -- -- __ Joisr Inches. POST(BEYOND) POST(BEYOND) + + + + REPRODUCTIONS OR COPIES ARE AUTHORIZED EXTERIOR DECKS . R507.4.1 Deck post to deck footing connection.where L=- --J -- --� BY WITHOUT WRITTEN AUTHORIZATION OF posts beat'on concrete footings in accordance with Section + I `' R403 and Figure R507.4.1,lateral restraint shall be pia- ro� +--JOIST SPAN JOIST SPANMEASUR D JOHN G.SCARLATO JR.,ARCHITECT. DRAWING NO. ED� CENTERLINE TO CEMERLINE R403 n manufactured connectors or a minimum post POST OPTIOCAWL L caNPrpDEv�ER OF JOIST HANGERvidedS FURTHERMORE; embedment of 12 inches(305 ram)in surrounding soils or FLOOR JOIST �DECKJOiST IT IS A VIOLATION OF NEW YORK STATE LAW n, C'����► .t concrete piers.Other footing systems shall be permitted. JOISTS ON FREE-STANDING DECK JOISTS ON FREE-STANDING DECK -- WITH DROPPED BEAM WITH FLUSH B FOR ANY PERSON,UNLESS ACTING UNDER THE o Exception:Where expansive,compressible,shifting or t' other questionable soils are resent,surrounding soils on,L DIRECTION OF A LICENSED ARCHITECT,TO .�{ q p TONAL SEAM SPAN WitMSPArN D9TioH OPTIONAL BFAMSPAN aExMaPM1 eANrae R FIGURER507.B ALTER IN ANY WAY THESE SEALED AND SIGNED 13 o shall not be relied on for lateral support. CANTILEVER CANTILEVER CANTILEVER TYPICAL DECK JOIST SPANS DOCUMENTS WITHOUT THE EXPRESS AND DROPPEDBEAM FLUSH BEAM For SI:1 inch-2s.4inm. CONDITIONED PERMISSION OF THE ARCHITECT. QFPJ FIGURE R507.9.2(1) FIGURE R507.5 DECK ATTACHMENT FOR LATERAL LOADS - ITYPICAL DECK JOIST SPANS � n-----n ( 6* # asnoH) I I __` a l.L.l D a /CDMaAuQ do}�{o018 t,f) X I O I / Liw N � i J � i i p N � �a o�.S z/l l � � I N -----� ` � q i n a u o } S Q U J Y / D O C.) PDS4jqAo w LL- 00 O M 0-b 10.85 N - O •.. U �. In oua a I 38 180d Q d 'v Q a Q m W LLJ C� .Sod�X�—X•• a u I 6 u o I o - vo.i D - of c� �. O L(7 m 1 X 7c op a IIDM e! 1 P !! ?! a u o 1 S o N ►- I s� Q v tz ° `D X c 0)CO O 1 V1 O 0 r'v v�c m i �Co�anua cio��ools �° t.C) 1 p m Or C Z X ox N N cn G 1 cyn) h V) — N fjD� 1 o w t � -N0000 � o N Cl Q CO N -� �6.6Z N u o S D a C CC) Z a 0 Q Z o •5 '= .C� c� O 7 woo .VOL j 3 —0 1 to Li a = •�, L m L Z Li N r0 a- Q Dps W AIJ r 0. o°or 0 ;o � o` �•OZ •o o l W •o °. Z u t j Cr Z'� 0 0 0 N • a Z c LLi �i o m m -0 O Q• O Q Z — co . � W o � LLI 0 • O o :E1`J o�o c� m ��• /v a 0- .� p LL- a N �� N ��, Q 0 p N 0 Imp- 00 — a Z ZIx Lo 00 OO c L co o o V. �•' o Z C a) r-----n c� oG c, �' W D V) = W E I I �3 ♦' L �-- 3 W ' A X I +� I °'• �, L LJ c J 60 LO *goo 0 0 0 0 a o L.LJ Z oL------J LLJW `, N ��-- v 'v a z a as'` z � ,nz Nw > _0 CY c '� r�, W Q o v o C 4e CY) Q m aLO ° � ti/ O 0 Q> L. O +r �0 4 'SJ Q Of Elf � �' � v z W Ld m J U) 3 � �i _0 O F-- OU vZ -v o f a•� c V -W o oq10000 % -fl LLJ O Z OLn :o 0 z Rol* 0 a v0� � � Q N � N lSJ O a° *o S V7 W (1') Cam! �tL?� /X �,-�� � � / � � �rr') � O N v U i; < o 0 a) W •X z 1�°H` o �� ♦ zCL U) LL X/ /0 N OG O v a, W Z ----- I I J U U = v CD ,� --� -- _• --- p IpipD�J ) X 1 .+� 00 I LL- (n � voi 5L.L9S i ON i O � cr wQ E m 0 0 0 o f 1 00 Q L U U O /) " �►- O c w w .