HomeMy WebLinkAboutAbandoned Application RECEIVED JUL 14 2022 VILLAGE OF RYE BROOK ZONING BOARD OF APPEALS VILLAGE CLERK'S OFFICE RESOLUTION WHEREAS, on Dec b 1, 0 a e e ok Zoning Board of Appeals granted Julie Sant 1 a i o h t ) a front yard setback variance of 6 feet where the r s 40 feet pursuant to Village Code 5 250-20.G(1); ) a single side yard setback variance of 5.4 feet where the minimum required single side yard setback is 15 feet pursuant to Village Code § 250- 20.G(2)(a); (3) a main building coverage variance of 2.3% where the maximum allowable main building coverage is 16% pursuant to Village Code § 250-37.13; (4) a side height setback ratio variance of 0.98 where the maximum allowable side height setback ratio is 1.60 pursuant to Village Code 250-20.I(2); and (5) a gross floor area variance of 45 square feet where the maximum allowable gross floor area is 3,221 square feet pursuant to Village Code § 250-20.E, in connection with the proposed rear two story addition, rear second story addition, rear one story addition, front portico, interior and exterior alterations, on property located at 6 Latonia Road, in an R-15 zoning district on the East side of Latonia Road, approximately 300 feet from the intersection of Winding Wood Road an Latonia Road. Said premises being known and designated on the tax map of the Village of Rye Brook as Parcel ID# 135.26-1-30; and WHEREAS, the variances originally expired on June 1, 2021 pursuant to Village Code 5 250-13.H; and WHEREAS, on July 1, 2021, the Zoning Board granted the Applicant a six (6) month extension of the variances to expire on December 1, 2021; and WHEREAS, on January 4, 2022, the Zoning Board granted the Applicant an additional six (6) month extension of the variances to expire on June 1, 2022; and WHEREAS, the Zoning Board is in receipt of a letter from John Scarlato dated June 15, 2022 requesting another extension of the variances; and WHEREAS, the Applicant requires another six (6) month extension of the variances due to the COVID-19 virus and the economic conditions and the availability of material and contractors; and WHEREAS, the Zoning Board has the authority pursuant to Village Code § 250- 13.H to grant an extension of the original variance approval for an additional six (6) months if the applicant demonstrates that there is a good cause for an extension. NOW, THEREFORE, BE IT RESOLVED, that the Village of Rye Brook Zoning Board hereby grants a six (6) month extension of the variance referenced herein for property located at 6 Latonia Road to expire on December 1, 2022 unless a building permit is issued prior to December 1, 2022. BE IT FURTHER RESOLVED, except as specifically modified by the amendment contained herein, the Zoning Board of Appeals Resolution dated December 1, 2020, and the conditions set forth therein, is otherwise to remain in full force and effect. Dated:July 13, 2022 Mr. Moscato called the roll: Steven e t e Glenn e d t e Jamie r t g: e JoelS' t g: cused Don os it ye Tara Orlando From: John G.Scarlatojr. <jgscarlato@gmail.com> Sent: Tuesday,November 8,2022 1:44 PM To: Tara Orlando Subject: RE:6 Latonia They decided they are not doing the project in the next year and they may do a smaller one instead so we are not going back to extend it again. Thank you for letting me know it was expiring. Best Regards, John John G. Scarlato, Jr., Architect 33 Byram Hill Road Armonk, New York 10504 s O: (914) 273-7350 . jgscarlato@gmail.com www.scarlatoarchitects.com From:Tara Orlando<torlando@ryebrook.org> Sent: Monday, November 7, 2022 9:38 AM To:John G. Scarlato,Jr.<jgscarlato@gmail.com> Subject: 6 Latonia Any word on this? Tara A. Orlando Planning Board& Zoning Board of.Appeals Secretary Village of Rye Brook 938 Xing Street Rye Brook, New York 10573 Office (914) 939-0668 1 . RECEIVED VILLAGE OF RYE BROOK JUL - 7 2021 ZONING BOARD OF APPEALS VILLAGE CLERK'S OFFICE RESOLUTION WHEREAS, on December 1 2 V' f rook Zoning Board of Appeals granted Julie Santo e 'a C i t tet a front yard setback variance of 6 feet where th r f is 40 feet pursuant to Village Code § 250-20.G(1) ( + i" gl i d b c e of 5.4 feet where the minimum required single side yard setback is 15 feet pursuant to Village Code § 250- 20.G(2)(a); (3) a main building coverage variance of 2.3% where the maximum allowable main building coverage is 16% pursuant to Village Code § 250-37.B; (4) a side height setback ratio variance of 0.98 where the maximum allowable side height setback ratio is 1.60 pursuant to Village Code 250-20.I(2); and (5) a gross floor area variance of 45 square feet where the maximum allowable gross floor area is 3,221 square feet pursuant to Village Code § 250-20.E, in connection with the proposed rear two story addition, rear second story addition, rear one story addition, front portico, interior and exterior alterations, on property located at 6 Latonia Road, in an R-15 zoning district on the East side of Latonia Road, approximately 300 feet from the intersection of Winding Wood Road an Latonia Road. Said premises being known and designated on the tax map of the Village of Rye Brook as Parcel ID# 135.26-1-30; and WHEREAS, the variances expired on June 1, 2021 pursuant to Village Code § 250-13.H; and WHEREAS, the Zoning Board is in receipt of a letter from John Scarlato dated June 10, 2021 requesting an extension of the variances; and WHEREAS, the Applicant requires an extension of the variances due to unforeseen delays; and WHEREAS, the Zoning Board has the authority pursuant to Village Code § 250- 13.H to grant an extension of the original variance approval for an additional six (6) months if the applicant demonstrates that there is a good cause for an extension. NOW, THEREFORE, BE IT RESOLVED, that the Village of Rye Brook Zoning Board hereby grants a six (6) month extension of the variance referenced herein for property located at 6 Latonia Road to expire on December 1, 2021 unless a building permit is issued prior to December 1, 2021. BE IT FURTHER RESOLVED, except as specifically modified by the amendment contained herein, the Zoning Board of Appeals Resolution dated December 1, 2021, and the conditions set forth therein, is otherwise to remain in full force and effect. Dated:July 6, 2021 Mr. Moscato called the roll: Steven Berger Voting: Aye Glenn Brett d Jamie Schu rHAN y Joel Simon s Don Mosc y 1313/00814846-7701-8846v1 717121 VILLAGE OF RYE BROOK ZONING BOARD OF APPEALS DEC - 4 2020 0 VILLAGE CLERK'S OFFICE WHEREAS, applicationi He&A', e b lie Santorelli Casino (the "Applicant") for(1)a front yard setback variance o fee w ere t e minimum required front yard setback is 40 feet pursuant to Village Code § 250-20.G(1); (2)a single side yard setback variance of 5.4 feet where the minimum required single side yard setback is 15 feet pursuant to Village Code § 250-20.G(2)(a); (3)a main building coverage variance of 2.3%where the maximum allowable main building coverage is 16% pursuant to Village Code § 250-37.B; (4) a side height setback ratio variance of 0.98 where the maximum allowable side height setback ratio is 1.60 pursuant to Village Code 250-20.I(2); and(5) a gross floor area variance of 45 square feet where the maximum allowable gross floor area is 3,221 square feet pursuant to Village Code § 250-20.E, in connection with the proposed rear two story addition, rear second story addition,rear one story addition, front portico, interior and exterior alterations, on property located at 6 Latonia Road,in an R-15 zoning district on the East side of Latonia Road, approximately 300 feet from the intersection of Winding Wood Road an Latonia Road. Said premises being known and designated on the tax map of the Village of Rye Brook as Parcel ID# 135.26-1-30; and WHEREAS,the existing single-family home contains an existing non-conforming front yard setback of 35.4 feet, an existing non-conforming single side yard setback of 9.6 feet, and an existing non- conforming side height setback ratio of 1.72; and WHEREAS,the proposed two-story addition will align with the existing non-conforming single side yard setback; and WHEREAS,a duly advertised public hearing was held December 1, 2020, at which time all those wishing to be heard were given such opportunity; and WHEREAS,the public hearing was closed on December 1, 2020; 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, fmds: 1) The variances WILL NOT create an adverse impact to the character of the neighborhood; 2) The benefit the Applicant seeks CANNOT be achieved through another method, feasible for the Applicant to pursue, that does not require the variances; 3) The variances ARE substantial; 4) The variances WILL NOT create any adverse impacts to the physical or environmental conditions of the neighborhood; and 5) The need for the variances IS self-created. NOW, THEREFORE, BE IT RESOLVED that the said application for (1) a front yard setback variance of 6 feet where the minimum required front yard setback is 40 feet pursuant to Village Code § 250- 20.G(1); (2) a single side yard setback variance of 5.4 feet where the minimum required single side yard setback is 15 feet pursuant to Village Code § 250-20.G(2)(a); (3)a main building coverage variance of 2.3% where the maximum allowable main building coverage is 16% pursuant to Village Code § 250-37.B; (4) a side height setback ratio variance of 0.98 where the maximum allowable side height setback ratio is 1.60 pursuant to Village Code 250-20.1(2); and (5) a gross floor area variance of 45 square feet where the maximum allowable gross floor area is 3,221 square feet pursuant to Village Code § 250-20.E, is hereby GRANTED on the following conditions: 1) No permit or certificate of occupancy shall be issued until the Applicant has paid in full all application and consultant fees incurred by the Village in connection with the review of this application. Dated: December 1, 2020 Don Moscato Mr. Don Moscato, Chairman Mr. Moscato calle 1: Steven Berger P, �.e Glenn Brettschneic o ' : Aye Jamie Schutzer ting: Aye Joel Simon Voting: Excused Don Moscato Voting: Aye Village of Rye Brook X Agenda Zoning Board of Appeals Meeting g PP g Wednesday,July 13, 2022 at 8:00 PM 0 f Village Hall, 938 King Street ANNOUNCEMENT: In accordance with the Governor's Executive Order 11.7, the July 13,2022, Zoning Board of Appeals meeting will be held virtually through the Zoom platform,and a transcript will be provided at a later date.The public will have an opportunity to see and hear the meeting live and provide comments. INSTRUCTIONS TO ACCESS THE VIRTUAL MEETING• If you have a computer, tablet or smartphone,you can register,log in and see the video and hear the audio of the live session.You can access the Zoom meeting at htWs://usO2web.zoom.us/i/86208344481 and clicking on"Join a Meeting"and enter Meeting ID: 862 0834 4481 (no password required). You can also call in to the ZOOM meeting at+1(929) 205-6099,when prompted,enter 862 0834 4481#. 1. ITEMS: 1.1. #20-020 Julie Santorelli Casino 6 Latonia Road Request extension of a v v a e,Village Code 250-13.H. Appr s j Aye; J. S. P,eCCuSfa Nay; 1.2. #22-019 JPS Edgewood LLC c/o Naor Shalem&Blake Shalem 6 Edgewood Drive Construct a two-story side addition,expand driveway and new masonry walk. Mail Affidavit Sign Affidavit Approvals; Adjournment Aye; DM V1 MI SB SF Nay; GB K&B JDS Vf is DH 1 DR(�v� Village of Rye Brook -VU V ZAgenda Zoning Board of Appeals Meeting Q �„`~��'ti�'►J //1 Wednesday,July 13, 2022 at 8:00 PM Village Hall, 938 King Street 2. SUMMARY APPROVALS: 2.1. Approval of April 5,2022 Zoning Board Summary Approvals; Adjournment Aye; Nay; 2.2. Approval of May 3,2022 Zoning Board Summary Approvals; Adjournment Aye; Nay; 2.3. Approval of June 7,2022 Zoning Board Summary Approvals; Adjournment Aye; Nay; DM MI SB SF GB K&B JDS JS DH 2 BR(�vk Village of Rye Brook Agcnd Zoning Board of Appeals Meeting W ��.��`� �J" Tuesday,January 4,2022 at 8:00 PM f.V Vy Village Hall,938 Bing Street ANNOUNCEMENT:Pursuant to Part E of Chapter 417 of the Laws of 2021,this meeting of the Zoning Board of Appeals will be held virtually through the Zoom platform. INSTRUCTIONS TO ACCESS THE VIRTUAL MEETING: If you have a computer,tablet or smartphone,you can register,log in and see the video,and hear the audio of the live session. You can access the Zoom meeting at his://us02web.zoom.us/j/89946896901 and clicking on "Join a Meeting"and enter Meeting ID: 899 468 6901(no password required).You can also call in to the ZOOM meeting at+1(929) 205-6099,when prompted,enter 899 468 6901#. 1. ITEMS: 1.1. #20-020 Julie Santorelli Casino 6 Latonia Road Request to o p o g e, Code§250-13.H. Approv ; Aye; Nay; 1.2. #21-034(Adjourned from November 1,2021) The Estate of Vito Cirioni 27 Garibaldi Place Legalize driveway expansion,walkways and retaining walls. Approvals; Adjournment Aye; Nay; DM MI SB SF GB K&B JDS is DH 1 yE BR Village of Rye Brook enda ZoningBoard of Appeals Meeting PP g Tuesday,January 4,2022 at 8:00 PM Az �0:V Village Hall,938 King Street 2. SUMMARY APPROVALS: 2.1. Approval of October 5,2021 Zoning Board Summary Approvals; Adjournment Aye; Nay; DM Mi SB SF GB K&B JDS Js DH 2 Village of Rye Brook R�v'�• Aeenda J Z Zoning Board of Appeals Meeting Tuesday,July 6,2021 at 8:00 PM Village Hall,938 King Street ANNOUNCEMENT:The July 6,2021 Zoning Board of Appeals meeting will be held via videoconferencing and in-person,if permitted by the Governor's Executive Orders.The public will have an opportunity to see and hear the meeting live and provide comments. Further information on in-person attendance,if permitted,will be available on the Village website. The public can watch the live meeting on Cable TV,online from the Public Meetings link on the Village website(www.ryebrook.org),and through the Zoom App.If any interested members of the public would like to provide comments on an application,comments can be called in during the meeting at+1 (929) 205-6099,Meeting ID: 839 4332 2687 or provided through the written chat section of the Zoom meeting. Comments can also be emailed before and during the public hearing to Michael Izzo,Village Building Inspector,at mizzong.ryebrook.org. Please check the Village website for updates. INSTRUCTIONS TO ACCESS THE VIRTUAL MEETING: If you have a computer,tablet or smartphone,you can register,log in and see the video and hear the audio of the live session. You can access the Zoom meeting at https://us02web.zoom.us/j/83943322687 and clicking on `Join a Meeting"and enter Meeting ID: 839 4332 2687 (no password required).You can also call in to the ZOOM meeting at+1(929) 205-6099,when prompted,enter 839 4332 2687#. On the evening of July 6,2021,5 minutes before 8:00 p.m.,log in with your computer, smartphone or telephone.You will be placed on hold until the meeting starts. Questions about accessing the Zoom videoconference should be emailed to amarshall(c�r,.,,gebrook.org. 1. ITEMS: 1.1. #21-012(Adfourned fmm 6/112021) Jorge Robles 16 Maywood Avenue Construct a rear deck expansion. Approvals; Adjournment Aye; Nay; DM MI SB SF GB K&B JDS Js DH 1 Village of Rye Brook nd Zoning Board of Appeals Meeting �,��c• Tuesday,July 6,2021 at 8:00 PM Village Hall,938 King Street >J 1.2. #21-015 (A4ourned from 6/1/202> Fabrice Hugon&Merle Hugon 167 Country Ridge Drive Construct a one story side in-fill addition and interior alterations. Mail Affidavit Sign Affidavit Approvals; Adjournment Aye; Nay; 1.3. #21-017 (A,#ourned fmm 6/112021) Abhinav Gautam&Pooja Singh 11 Berkley Drive Construct a rear two story addition,new front portico,rear patio,deck and interior renovations. Approvals; Adjournment Aye; Nay; DM MI SB SF GB K&B JDS Js DH 2 Village of Rye Brook 13 R�U'� A enda `P W Z Zoning Board of Appeals Meeting Tuesday,July 6, 2021 at 8:00 PM Village Hall, 938 King Street 1.4. #21-018 (Adjourned from 6/1/2021) Stuart Sindell&Marcia Sindell Joseph Abbe 980 Anderson Hill Road Applicant seeks to reverse the Building Inspector's determination to grant Building Permit #21-054 issued on 3/22/2021 authorizing the construction of a new teaching building, reconfiguration of the front entrance roadway,and construction of a new chip and putting green for the property owned by The Blind Brook Club Inc. Approvals; Adjournment Aye; Nay; 1.5. #21-020 Gary Ellis&Mary Ellis 22 Old Orchard Road Legalize the attached one car garage constructed under Building Permit#510 dated 5/8/1952. Mail Affidavit Sign Affidavit Approvals; Adjournment Aye; Nay; DM MI SB SF GB K&B JDS Is DII 3 Village of Rye Brook Agenda Zoning Board of Appeals Meeting ill 6�`L`•��i�d v Tuesday,July 6,2021 at 8:00 PM Village Hall, 938 King Street 1.6. #20-020 Julie SantorClh QUM 6 Latonia a Request e s c Code 250-13.H. Approval t Aye; 3 Nay; 2. SUMMARY APPROVALS: 2.1. Approval of June 1,2021 Zoning Board Summary Approvals; Adjournment Aye; Nay; DM V/ MI SB J SF GB K&B JDS JS DH 4 Village of Rye Brook `SR,Uk Azenda D Zoning Board of Appeals Meeting <IVL�.C� +JV ASKv C Tuesday,December 1,2020 at 8:00 PM Lof Village Hall,938 King Street ANNOUNCEMENT: Due to public health and safety concerns related to COVID-19,the Zoning Board of Appeals will not be meeting in-person. In accordance with the Governor's Executive Order 202.1,the December 1,2020 the Zoning Board of Appeals meeting will be held via videoconferencing,and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live and provide comments. The public can watch the live meeting on Cable TV,online from the Public Meetings link on the Village website(www.ryebrook.org),and through the Zoom App. If any interested members of the public would like to provide comments on an application,comments can be called in during the meeting at+1 (929)205-6099, Meeting ID: 832 4528 0332 or provided through the written chat section of the Zoom meeting. Comments can also be emailed before and during the public hearing to Michael Izzo,Village Building Inspector,at mizzo ,aebrook.org.Please check the Village website for updates. INSTRUCTIONS TO ACCESS THE VIRTUAL MEETING: If you have a computer, tablet or smartphone,you can register, log in and see the video and hear the audio of the live session.You can access the Zoom meeting at https://us02web.zoom.us/i/83245280332 and clicking on"Join a Meeting",and enter Meeting ID: 832 4528 0332 (no password required). You can also call in to the ZOOM meeting at+1 (929)205-6099,when prompted,enter 83245280332#. On the evening of December 1,2020, 5 minutes before 8:00 p.m., log in with your computer, smartphone or telephone. You will be placed on hold until the meeting starts. Questions about accessing the Zoom videoconference should be emailed to amarshall(rvebrook.org. l. ITEMS: 1.1. #20-020 Julie Santo 11' CasA, 4-1 (J 6 Latonia Road Construct a rear t,,Lo storye additi t ion, rear one story addition, new front portico, interior and eztc l i s. Mail Affidavit Sign Affidavit DM ✓ MI ✓ Approvals; Adjournment SB V SF l GB �/ K&B Aye; l JDS JS / Nay; —� DH 1 2. SUMMARY APPROVALS: 2.1. Approval of August 4, 2020 Zoning Board Summary ZBA August 4 2020 - Draft Minutes 11.30.2020 Approvals; Adjournment Aye; Nay; 30 2.2. Approval of September 1, 2020 Zoning Board Summary ZBA September 1 2020 - Draft Minutes 11.30.2020 Approvals; Adjournment Aye; S Nay; 2.3. Approval of October 6, 2020 Zoning Board Summary ZBA October 6, 2020 - Draft Minutes 11.30.2020 Approvals; Adjournment Aye; Nay; 2.4. Approval of November 4,2020 Zoning Board Summary Approvals; Adjournment Aye; Nay; DM ✓ MI SB SF GB ✓ K&B JDS Akl JS V DH 2 mil' l`v.L j VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook, N.Y. 10573 ADMINISTRATOR Paul S. Rosenberg (914)939-0668 Fax(914) 939-6801 Christopher J. Bradbury ww%.ntbrook.ora TRUSTEES BUILDING&FIRE Susan R.Epstein INSPECTOR Stephanie J. Fischer Michael J. Izzo David M. Heiser Jason A. Klein NOTICE OF HEARING ON APPLICATION Potice is hereby given that the undersigned has filed an application to appear before the Zoning Board of Appeals of the Village of Rye Brook. as M Application # 204,2 i is r, Applicant: J In o ' 6'Uttosia'Rl1 ad! ` ' ^1 Rye Brook,New York t0573 Applicant Proposes to: Construct a rear two story addition,rear 2"d story addition, rear one store addition, new front portico,interior and exterior alterations. At the premises known as 6 Latonia Road in the Village of Rye Brook,New York,situated on the East side of Latonia Road,approximately 300 feet from the intersection of Winding Wood Road and Latonia Road,designated and shown on the most current tax map as Parcel ID# 135.26-1-30, the applicant does hereby request a variance(s) from the following applicable section(s)of the Zoning Ordinance: S 250-20.G. (1) The minimum required front yard setback is 40 feet. The existinq non-conforminq front yard setback is 35.3 feet. The proposed front portico will result in a front yard setback of 34 feet. Therefore a front yard setback variance of 6 feet is requested. S 250-20.G. (2) (a)The minimum required single side yard setback is 15 feet. The existinq non-conforminq side yard setback is 9.6 feet. The proposed two story addition will align with this non-conformity. Therefore a single side yard setback variance of 5.4 feet is requested. S 250-37.H. The maximum allowable main buildinq coveraqe is 16%. The proposed additions will result in a main building coveraqe of 18.3%. Therefore a main buildinq coverage variance of 2.3% is requested. S 250-20.1. (2) The maximum allowable side heiqht setback ratio is 1.60. The existing non-conforminq side height setback ratio is 1.72. The proposed two and 21d story additions will result in a side heiqht setback ratio of 2.58. Therefore a side heiqht setback ratio variance of .98 is requested. S 250-20.E. The maximum allowable qross floor area is 3,221 square feet. The proposed additions will result in a gross floor area of 3,266 square feet. Therefore a gross floor area variance of 45 square feet is requested. I public hearing on said application will be held before the Village Zoning Board of Appeals on Tuesday, December 1, 2020,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 Meetings/Agendas link from the Rye Brook website homepage, and are available for review at the Building Department. The December 1, 2020 Zoning Board of Appeals meeting will be held via videoconferencing and in- person,if permitted by the Governor's Executive Orders. The public will have an opportunity to see and hear the meeting live and provide comments. Further information on in-person attendance, if permitted,will be available on the Village website. The public can watch the live meeting on Cable TV, online from the Public Meetings link on the Village website (www.rvebrook.orel, and through the Zoom App. If any interested members of the public would like to provide comments on an application, comments can be called in during the meeting at+1 (929)205-6099,Meeting ID:832 4528 0332 or provided through the written chat section of the Zoom meeting. Comments can also be provided via email before and during the meeting to Michael Izzo, Village Building Inspector,at mizzo!a_n-ebrook.org. Please check the meeting Agenda posted on the Village website for further instructions to access the virtual meeting and for updated information. Plans and other materials associated with the proposed application may be reviewed and downloaded via the Public Meetings link from the Rye Brook website. Dated: 1('04C'2ftb r �t s p ra , V' age Clerk U IA BUILDI TMENT D E C E J V E VILL OF R OOK 0 K1NG sT OCT 2 9 2020 Rv ooK,NY 3 15 PHONE (914) 9 14) 939-5801 VILLAGE OF RYE BROOK w BUILDING DEPARTMENT APPLICAIbN TO TH RD OF APPEALS Application Fee: $ 0 scrow F paid Date: 10 GY"/ 0� � .. Subject Property: G L,C'Z V'\1 O.. Oo.n Parcel ID#: 13 S.Z.fo -1 -3Q Zone: R-15- Property Owner: J y i�e- Scwx-�,r Ak Z C c..5 t yn o Address: 6 �_oA 1 ic'� (zo Phone#: Cell #: (4) 0' 1 `� - `60 3 email:`TU N i t S O Z-4 eL kL,Qat i Applicant: Aw, � , s c�.�-l�-�.���c�t4�(�� Address: 33 -Uy►-ar,-, ill (W.4fZMc✓tkt N� /a3�i-4 Phone#: bi4 273- 73Sa Cell#:( 14J -7 0 S 2- email:S6S(,AYZuLpTu e GVnflt(,,Cori-, 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 o/ Z G , 20 Z.O , whereby the Building Inspector did: Grant: ( )/Deny: �-�- the applicant a permit for dear- opp iA en .a F lr \Ac. - d ("-w9 �Zea ci n vied, 4)efcc r r) V-Loo(z' Xn&'5 A-e r 1-e a V) P r\e,L (:LU"Z,-h c,o 1. Type of Appeal: (-I Variance 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 (✓JAn Existing Building 3. Previous Appeal(s); ( )Have (Have 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 Zoning Appeals Either Granted or Denied Concerning the Subject Property a. A requested variance was ( )Granted/( )Denied on application# dated, for, 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) 3/21/19 4. Alteration: If work constitutes an alteration or extension to an existing building, describe briefly: Kecr A-q0)a-LC' -fie Fk ►-3i W t M Sic onh FLOCM, 5. Construction Cost: What is the estimated cost of the proposed work? $ Z Sopa d .C o 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: V,C\ re S G✓),o Cam R I On S GkL.Y-, v, dU.Qrem Q. 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) 3/21/19 7. Requested Zoning Appeals: I. Section of Rye Brook Code: § Z 5'0 -2.o (J) f'M,him-M &,g u irej F,-s 7 g rya S f3 Zoning Requirement: (n i 'F"n)t �j a ro S e-4-B c1c ►S As, F7- Proposed Work: -TkQ 0*e1-o --e,n-�,-r1 ,Qot-t,-N-sLc c.-o i\t ge 1h c` 34 C-T Requested Variance: Co IFva F-n,r�- �-(C.,_rY) 54VTk , .,_C %S �pj J�% k" II. Section of Rye Brook Code: § Z.So- Z° .&, CZ) C ck.� 51 vly lt, S 1 ee y a✓n SA I0OAc r- Zoning Requirement: 510 y 1.0- 5 t vj-e. !O C✓e 5-LA5 tej(- I,S Is- PIC Proposed Work: '(I^Q� jr W o sad --V%— SNP IUD L yn w 1+4 9,6 Icr 51ny/e -5/ye. yu vd J-eTN Requested Variance: .s//-c ya✓a $-e,-T OiKk /S III. Section of Rye Brook Code: § ZS' - 3 —1 „ b. M 0..9-tV►t-611 ofllowgil14. rhc.�iv, 3LO(. C4JR-46,C Zoning Requirement: a106 Proposed Work: of /e,3% Requested Variance: A 4W, y IV. Section of Rye Brook Code: § 7-50 -Z a -1. C Z� 5' tsQ- 1�etiyhT S�%Cd!}t�c �a Zoning Requirement: -max tm�w. ct\bw�.T31e 51 ne. "iyhT 5e.-4BAcL r'a-+,o 3 /,(. C Proposed Work: ),ea PtsuLT Iv% 14 Z-59 iz-CT 510t 41 hT SAn S5bKr_ OL-ki o Ge)4k54-%r)Y Myl Cev► tcoayp-q i Requested Variance: e q`d d`S S rrlt `Jcy✓b yhT 3-P�&U- tS 17e �L- OS et7 V. Section of Rye Brook Code: § Z S'O - Z PUce- 14rea Zoning Requirement:-'(I-Q- IS 3, ZZ,l S Q R- Proposed Work: ;&.- 02?0�-,Qj Q091` -,v-S w 6k tzu- -T ) ►N ah MA,- "(,aye1�2, f2.Oo,. ,4feA of Requested Variance: A 4 57 5A >)N- ,fn may, 6"s> FL.crti, Oec" U G eI 4nIe ej-5 !emu► es�l. 3 (Use additional sheets if necessary) 3/21/19 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 Thursday prior to the scheduled zoning hearing) ###rt4rtrt4####4#44#44###########444##4444rt44rtrtrt4######rt##4#####4#44#4#######rtrt##444###4444###rt4#######4#rtrtrt4rt 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: �b1�,, G SC curl w'io " , 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)lie is the � 2 for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,ctc.) 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. + �y Sworn to before_th\e this / Sworn to before me this y of (' C�N }�l , 20 day of )C . 2000 r ary Publi ` tW;g! Public A Si atut of P erty Owner ttature of Applicant l t h>, L 5 c u rin acne of Property Owner Print Name of Applicant SHARI MELILLO 8HARI MELILLO Notary Fubr , State of New York Notary Public,State of New York No.01 ME6160063 . No.01 ME6160063 Qualified In Westchester County^ Qualified in Westchester County Cnrnmleeinn Fvniraq.tint io pQ p'l P Cornmisslon EvnirnS.I-nuo��pq 'n23 4 3/21/19 :i3�rii• ne►ltate717ni taiu'is.""�i��f�:_�tit�ti�,tg�rfi7l�tt� rn�?I .%i F i...Jr ..•i•l J:ir,. :i1L1)� r�'�' .!I JJf(..af '✓4i ' j.Ai r ti r •r .ry ' Af` •! •(, �- ,rt `Ar ot" 1 1 :i:b`Jl'1'.rflcl'l) _ I?, tTOt1i .,it_rrr? O t; "tl if' .. :i;, .i _,'Tf '1• .. :1.. . . 1`.` :1'�•.,s ,r•St'1F.19VG �!� i { , t2L: fiCil "`'✓f :;t• '1}'' i `p;V 7r�:,'.,.`''•.tr,' .:n_ 't... . ;! "_ .. `_r. __. . :?::•: f;i. �:+.J"`si?,. rf1�i:3:1'.tiT:")Of1 aY.G9:d1t ,-)r'i::7. t.:i;r•ac'•ihi�r)s�! .:yat�)•r:;i ar'�bi;,•tuti'1 ♦44+♦+iRR4• -+i+•Mt+►+'!Y•+4Aa,tati44".)•+r r1�.��7rr.A�}�f.vR»+.+.<.,+•YdRrs�.�Jwx.w•:. +.rR•k-w. .»-,{•"«. 4r«+{rw MiM4tlyT�s ril haw ?O C.`.)_rs, In is"M11 )C. 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'` ,.. •'1;�..r7 ?'� flill�:?'.;':�. .__ ..._ - - - - ._ ' -~�ti�..�ii;��< 1i• i•r» ':a' r� n?i �i'. }� " ,. `.�:.- ...__ - �f !ii`:C':.i)' )i. l;if;tt!` _—m'`; i- NN 800000 �'\. �� P/❑ 129,82-1- P/0 1229,82 /saw 10 m — N N S O • 10359 AS/S /r \0\y. 1729\ /� ISOOp BLIND = 7 26 �r /S • b 150.00 163.19 53.3s /6 g u 8 12 4 133 15000 $ g 25 I3 8 3 W QQD 15009 150n0 9 if , SBS 24 � � 8 W y � 36 150.00 /r 2 m 150.00 8 O Pool • m 15000 83Po a � x & 6 e.m 26 23 O Pool Oa 15 I\8 1 $ Pool � 150.00 � 37 O - 6 15000 /]a,? 15000 35 $ Pool � 22 � 16 n 13000 n �0 N S ISO.pp B $ I 9863 _ 13p.00 30 _ 38 21 N V n 34 ^ - $ 17 Pool � I50,00 �~ 31 150.O0 ti 7 121.]0 - • 20 S O a /9 18 _1 15000 15000 =m 33 h] 8 m 32 _ 19 - 50.00 N 79900 /0 135.3 -1-9 r 13013 P/O 135.34 if t t(t• � ..J �r VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook, N.Y. 10673 ADMINISTRATOR Paul S. Rosenberg (914)939-0668 Fax (914) 939-5801 Christopher J. Bradbury wwN.rvebrook.ora TRUSTEES BUILDING&FIRE Susan R. Epstein INSPECTOR Stephanie J. Fischer Michael J. Izzo David M. Heiser Jason A. Klein NOTICE OF DISAPPROVAL r Application # 20-020 ,-77� October 26, 2020 r Julie Santorelli Casino 6 Latonia Road Rye Brook, New York 10573 PLEASE TAKE NOTICE that your application for building permit dated,October 15.2020,for the premises located at 6 Latonia Road, Parcel ID# 135.26-1-30, has been disapproved because of non-compliance with the following section(s)of the Code of the Village of Rye Brook: f 250-20.0. (1) The minimum required front yard setback is 40 feet. The existing non-conforming front yard setback is 35.3 feet. The proposed front portico will result in a front yard setback of 34 feet. f 250-20.G. (2) (a) The minimum required single side yard setback is 15 feet. The existing non-conforming side yard setback is 9.6 feet. The proposed two story addition will align with this non-conformity. f 250-37.8. The maximum allowable main building coverage is 16%. The proposed additions will result in a main building coverage of 18.3%. f 250-20.I.(2) The maximum allowable side height setback ratio is 1.60. The existing non-conforming side height setback ratio is 1.72. The proposed two and 20d story additions will result in a side height setback ratio of 2.58. i 250-20.i. The maximum allowable gross floor area is 3,221 square feet. The proposed additions will result in a gross floor area of 3,266 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.ryebrook.org. Sincerely, Michael J. Izzo Building& Fire Inspector mizzo�a rvebrook.org JOHN G. SCARLATO JR. ARCHITECT NOV 25 2020 33 BYRAM HILL ROAD VILLAGE OF RYE BROOK ARMONK, NY 10504 BUILDING DFPARTMENT PHONE 914 273-7350 FAX 914 273-9222 November 20, 2020 Village of Rye Brook 938 King Street Rye Brook,NY 10573 RE: 6 Latonia 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 6 Latonia Road, according to the village's regulations. The mailing was mailed on November 17, 2020. The sign was created in accordance with the regulations of the village of Rye Brook and put up on November 20, 2020, and will stay up till after the meeting on December 1, 2020. Sincerely, John G. Scarlato Jr +� I! Sworn to before me this day N `�•` rxpCAF9oy o , 2020 2 D t° ,q,4 N? cjz AUBOCI tip:t�2 Notary Public �'�,c0 OI~A65' �c��.`�� ����� i�������`` BUIL k ENT VI OF RYOK D V 938 KING 1_ ET RYE BNY 10573(914)93 OCT 15 2020 VILLAGE OF RYE BROOK FOR OFFICE USE ONLY: Approval Date: AN 2 5 2021 t# Application# Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: Date: BOT Approva t Chairman: `(�L_ PB Approval Secretary: ,� , 'kC. ZBA Approval 1 I Mz> Case# 24L�- D Z ,::) ' Other: Application Fee: Permit Fees: c� (D EXTERRIOR BUILDING PERMIT APPLICATION Application dated: D /� ( � is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Pen-nit for the construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below. 1. JobAddress: (0 L--aA()r) �GL R.0 a0 2. Parcel ID#: / 3 • Z(o , 1 -3 0 Zone: R' S 3. Proposed Improvement(Describe in detail): Qt-e�r- C,d"�A-fit p,-\ --o ,Q_nLLkjt4L A-1\e)-' $ _BCkkkA n84-v -FVN{- a2-h[.e 4. Property Owner: 3 U --i e. Address: (P L cs; - v1 k t,` U�l :ZT l00C, hC u J 0S 7 3 Phone# Cell# 914 b-7 - 40 % e-mail V e.S 0 Z L, o m List All Other Properties Owned in Rye Brook: U I S Q ,4o1• GD,,7i Applicant: Address: Phone# Cell# e-mail Architect: ::n4hr rJ S c'C\rl Address: (W O/Lf"urnI Q 1\t`? / 0 S0 Phone# 9/4 7-73- 7 3S-6 Cell# (E(+4j 714 -0/ SZ e-mail-_5G S(,Arz4_A1'u e6m4&,Gor, Engineer: Address: Phone# Cell# e-mail General Contractor: Address: Phone# Cell# e-mail (l) 3/2l/l9 5. Occupancy,(1-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: ('Grn Post-construction: 011 i l 6. Area of lot: Square feet: 1;4 0�Ci °I Acres: • 34 7. Dimensions from proposed building or structure to lot lines: front yard: 34'_6't rear yard: 1 1 right side yard: C1. G left side yard: 7.1 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: 151 fl: 2nd fl: 3 d fl: 10. Total Square Footage of the proposed new construction: 11. For additions,total square footage added:Basement: O i-fl: 3 7 Z 2"d fl: j Zo 3rd fl: O 12. Total Square Footage of the proposed renovation to the existing structure: 6.38 13. N.Y. State Construction Classification: N.Y.State Use Classification: R-7- 14. Number of stories: 2 Overall Height: 7-5 Median Height: 7 - _' d it 15. Basement to be full,or partial: CAZA-A- S f►44.,f. finished or unfinished: 16. What material is the exterior finish: $mZ.U.c- 4 S At Ky LQ- 17. Roof style;peaked,hip,mansard,shed,etc: Gee sLt- Roofing material: F G44-Cft3 lCa,F S1�►,S,/t 18. What system of heating: � �t SA-Vt& 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 20. Will the proposed project require the installation of a new,or an extension/modification to an existing automatic fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) Yes: No: &­'(f yes,applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 21. Will the proposed project disturb 400 sq.ft.or more of land,or create 400 sq.ft.or more of impervious coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: No:%,,-- Area: —s8 22. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: — (fyes,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 np o r tailed topographical survey) 24. Is the I oc ft e 2 Village Code? Yes: No: (i a re w h a f o st be properly depicted on the survey&site plan) 25. Is the l y i a Ian er the FIRM Map dated 9/28/07? Yes: No: (i a n e o t o p e st e 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: -1" (f yes,applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: Indicate: TIER I: TIER II: TIER III: (if yes,a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property: -7 29. What is the total estimated cost of construction: $ Z v(fk\—�l Note:The estimated cost shall include all site improvements,labor,material,scaffblding fixed equipment,professional fees,include erial 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) 3/21/19 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 FAX(914)939-5801 RESIDENTIAL LOT AREA COVERAGE Address: �B �-�'� ^��- 90 Section: 13 S. Z(� Block: I Lot: 3� 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% 50/6 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 30% 5% 3.5% R-217 5,000 30% 5% 3.5% Existing: Proposed: 1. AREA OF LOT Sq. Ft. `}' GI I c-1 Sq. Ft. 2. AREA OF HOUS a. Coverage of MAraa 'I Z-7 4 b (Including Attached G ARit i ) Sq. Ft. Sq. Ft. b. Area of 1 st Floor Divided By Area of Lot x 100 �S` �' % /8. 3 % S-t3 A 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages,Tool Shed, Playhouses) G Sq. Ft. o Sq. Ft. a. Coverage of Accessory Building o Area of Accessory Building Divided By Area of Lot x 100 % % 4. AREA OF DECK O Sq. Ft. G Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 Q % % I attest to the best of my knowledge and belief, the above information is correct. tect's Signature (3) 3/21/19 A BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 Fax (914) 939-5801 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 6 �AC4-11 I LC (IV Section: 13 j- Z(, Block: I Lot: 31, Zone: 9 `6 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 R-10 45 40,001 & larger 1 6 R-7 40 Y R-5 30 R2-F 30 *"Base Lot Area"is the minimum end of the lot size range in the"Lot Area" column Area of lot: 1 4 1 `I 9 1 sq.ft. Existing Allowed Proposed Total impervious coverage = SZ3"!� sq.ft. 531,11 S . ft. 317S- S .ft. Front impervious coverage = Z-4 % 3 S % 24.S- % I attest to the best of my knowledge and belief, the above information is correct. tect's Signature (4) 3/21/19 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 FAx(914)939-5801 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: lzo Section: 13S• Z,6 Block: l Lot: 3 L MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area—21,780) x 0.11478421 ]: a. Allowed = 3 2 Z 1 Sq. Feet b. Existing = L 3 -)4 Sq. Feet c. Proposed = 3 2.6G Sq. Feet- 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/Setback=X, where X is the required side or front yard ratio for the zoning district in which a property is located as specified in Article Vill of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE EX/577A/6 PROPOSED BED /B FRONT: FR T: JF-35 SIDE: S 11Df : FRONT: FR 1, ONT: R--ZS SIDE: I E; FRONT: FRON 0 0-,20 SIDE: SIDE: SIDE: 1.60 FRONT: e 4-1 FRONT: 1 FRONT: .60 /If-15✓ SIDE:I7L� l,� SIDE:Zsg� f,� SIDE: 1.60 FRONT: FRONT: FRONT: .80 JF 1 A SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 AL12 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 Jr-to SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 PLY SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 /P-5 SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 2-2P SIDE: SIDE: SIDE: 4.00 1 attest to the best of my knowledge and belief, the above information is correct. hitect's Signatur (5) 3/3/2020 BUILD MENT D IECIEME VI Eo '<J� OOK 938 KING A ,NY 10573 OCT 15 2020 (914)9 i, 39-5801 w VILLAGE OF RYE BROOK BUILDING DEPARTMENT ***,r,t,t�,t,t+t**,t,t*,r*,t*,t,t*,t,t,t�,t**,t***a,www*,r,w*,t,r*,t**,r,t,t*,t,t,t*,t,t*,�**,r,r,t****,t*,t,k,t*,t*,r,t,trtt*ir,wf►,t 1e7ir,�' ,Tr AFFIDAVIT OF COMPLIANCE VILLAGE CODE§216 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT. STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: 3j, Jyi--t`Q- �CdS I 1 1 U , residing at, 6 (Print flume) (Address where you live) being duly sworn, deposes and states that (s)he is the applicant above named, and further states that (s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; a- ((z.oc o , Rye Brook, NY. (rob Address) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief, that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewe qA property in accordance with all State, County and Village Codes. Fgntatu,,f Property Ownar(s) (Print Name of Property Owner(s)) Sworn to before�me this day of v , 20 (Notary Public) SHARI MELILLO Notary Public,State of New York No.01 ME6160063 (6) Qualified in,Westchester County Commission Expires.lanu- ^9. 20 93 3/21/19 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. 4,s t:1:>It:(t:6.y::!t:1::1t.yt It:it :it:it qZ:it:(t:{t:it 1:4:,it:it*Jt:(t:1:s♦ .y:4;:1t*:(t 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: OT V)n (� .S C.,c'i/ l ck-� -n-fl. Subject Property: G LcA,--V0v-N l C,,- CW SBL: )�S, 3 O Zone: Please take notice that the subject; ❑ One or Two Family; ❑ Commercial, ❑ New Structure ;Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; = V h ❑ Truss Type Construction(TT) 'Pre-Engineered Wood Construction(PW) OCT 15 2020 ❑Timber Construction(TC) .._LAGE OF RYE BROOK in the following location(s); UILDING DEPARTMENT 'Floor Framing, including e ❑ Roof Framing(R) ❑Floor Framing and Roof F+, Rio 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§iz64 for Commercial Buildings, and NYCRR§1265 for One&Two Family Dwellings. JL Sw9M to before me this Sworn to befor me this / o c, e r 20 day of U r r ,20 _2 v S a � i D sign Professional l 1)v JIhm G S c�.-�� �► r Nm e of Property caner P \ t Pame of Design�P fes�i nal Notary Public Notary Public SHARI MELILLO SHARI MELILLO Notary Public, State of New York Notary Public, State of New York No. 01 ME616CC63 No.01 ME6160063 0iislifled in Westchester County Oualified in Westchester County Commission Exr)ires,J'Mi'- ^9. 2n (7) Cnmmissinn Exnirnq J(srn i- 33.20 This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK, COUNTY OF WESTCI-1ESTER ) as: _,,a�v) G SC_a,-I-tb 'j7L , 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 k __!r-1 :eel mot— for the legal owner and is duly authorized to make and file this application. (indicate architect,contrac(or,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed, or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications, as well as in accordance with the New York State Uniform Fire Prevention& Building Code, the Code of the Village of Rye Brook and all other applicable laws, ordinances and regulations. By signing this application, the property owner further declares that he/she has inspected the subject property, and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property, Sworn to before me this C _ Sworn to before the this I 1 day of 20D-0 day of Sign ure o Property Owner tTnt re of Applicant Cc,,-/kt _)7L PInt a of Property Owner ame of Applicant Notary Public Notary Public SHARI MELILLO SHARI MELILLO Notary Public, State of New York Notary Public,State of New York No.01 ME6160063 No. 01 ME6160063 Oualified in Westchester County Qualified in Westchester Courty Commission Expires JanLI- ??. ^ a3 O Commission Expires JFMI!_ ?Q. (8) 3/21/19 1 Building_Permit Check List&Zoning Analysis Aaaress• 'n,- SBL: l 3 S, 2 cD — l — 3 Zone:- l S� Use: Zt Const.Type: er. Submittal Date: 10 5� Revisions Submittal Dates: L Z Z Z Applicant: s A ►-�T��c�-�-t- 1 Nature of Work: S.T� o t ►-� �-�*rL- 2-�`'� S�o� / »�►� A.�� � �cT.asz���.._ �.t-T� cLAT�►.�.0 Reviews:ZBA: OCT 2 3 2020 PB: BOT: Other. � OK 7 S• ( ( ) FEES:Filing. BP:_ d t O `57D C/o, Legalization ( ) (-)"�APP: Dated ✓ Notarized SBL: `�nj I.D. ---Cross Connection: --- H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. ( ) ( ) ENVIRO:Long Short: Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site P otection S/W Mgmn: Tree Plan: Other. ( ) ( SURVEY:Dated S 2 o Current: ✓Archival• Sealed. Unacceptable: ( ) (-�'PLANS:Date Stamped ✓Sealed Copies: -2- Electronic Other. (J f ( ) License: Workers Comp: Liability Waiver. Other. CODE 753#: Dated N/A: HIGH-VOLT N/A: Other. ( ) ( ) LOW-VOLT N/A: Other. FIRE ALARM P H.W.I.C.:_Battery:_Other. (•� ( ) PLUMBING Gas: N/A/ Other. ( ) ( ) FIRE SUPPRFISI t: N/A Other. (� ( ) H V.A.C.: Plans Permit: N/A: Other. ( ) ( ) FUEL TANK:Plans: Permit: Fuel Type: Other. O O 20I7 NY State ECCC: N/A: Other. ( ( ) Final Survey: Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( (✓� BP DENIAL LETTER. C/O DENIAL LETTER: Other. ( ) ( ) Other. (J�RR mtg.date: 2 1 b Z,- approval: notes: ( A mtg.date: t 2 \ 7— approval• t Z notes: Z O- oz o ( )PB mtg.date: approval• notes: APPROVED VED REQUIRED EXISTING PROPOSED NOTES J A N 2 5 2011-_ Am: IS; k r,11+E 5 cz l � �t 1T • N 00 —tQ p Date: .�� Circle: l vo y lo.o - Olz Fro cagg 7 S ' l o - 01- Fmw ti D 3 S ZSo-Z--->, 0 Cn JM- S�• [S 'i .� t 5'. 2S� - 2D . C 2 + ,5', ' V AILS Main Cov l Co o t s.8 lam! 3 Z Sa - 3 3 Z,3 0 j an- -CW3:v, Accs.Cov Ft.H S : S .HS : ! • Go Z 7,.5-e:> Z — -:L—. Z- JAP- T ,0FA. 32Z1 Z3� 32 z - zO• E - S Tot,in- 157-q S 5233 .St-rS Fig: 3S Z A-( 2ti.S 6k P Hight/Stories• notes: 1 Residential Building Permit Fee Work Sheet Permit#: / Date Issued: SBL: Zone: Address: Property Owner&Contact Info: Job Description: For all new dwellings and for additions measuring 800 sq. ft. or more made to existing dwellings, the following fee schedule shall apply: (plus any alteration fees) Total Sq. Ft. (excluding basements) x $225.00 x $I5.00/$I,000.00 Basement Sq. Ft. x $65.00 x $I5.00/$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction Sq.Ft. • New Construction Cost • Building Permit Fee Basement= _ sq.k x $65.00 = $ ?� x$I5.00/$I,000.00= $ 0 ISL Fl. = 37 2 sq.ft. x $225.00= $ &:�? x$I5.00/$I,000.00= $ t 2 55• S� 2"d Fl. = sq. ft. x $225.00 = $ l t Z , !e99 x$I5.00/$I,000.00 = $ -7 s5 Attic = sq.ft. x $225.00 = $ x$I5.00/$I,000.00 = $ + Total Sq.Ft. _ �1 7,-sq.ft. Total Cost= $ �.��,7 90• Total B.P.Fee= $ rJ 0 " Includes Attacbed Garage if Applicable. Total Amount Paid = $ s Total Amount Due= $ J AN 2 5 2021 Date: Signed: BUILD MENT D I C IE M VIL OK O OCT 15 2020 938 KING T— NY 10573 (914)9 :9 39-5801 VILLAGE OF RYE BROOK otd` r BUILDING DEPARTMENT _ ARCHITECTURAL REVIEW BOARD CHECK LIST FOR APPLICANTS This form must be completed and signed by the applicant of record and a copy shall be submitted to the Building Department prior to attending the ARB meeting. Applicants failing to submit a copy of this check list will be removed from the ARB agenda. Job Address:0 Lc--�L c, Date of Submission: I 6 Parcel ID#: 3.5', 2 fo-- I — 3 O Zone:_�z-!s Proposed Improvement(Describe in detail): APPLICANT CHECK LIST: MUST BE COMPLETED BY THE APPLICANT T'he following items must be submitted to the Building -"'n z YE--1-c-Le- d Department by the applicant-no exceptions. JA"o- d 93C'*W "dg3o Completed Application V1 ee ' u,�p /� b L_co I(- 6jv- '�oTwo(2)sets of sealed plans. (onc full size (inaximtnn Property wner: :Vj,j_U allowable plan size=36"x 42") and one I I"x 17") Address: (� 1- ct-Srov��rn. �, 1L� jIf7wo(2)copies of the property survey. (�arJ 4. ( wo(2)copies of the proposed site plan. Phone# %) `) - `� t ° 5. ( )One electronic/disc copy of the complete Applicant appearing before the Board: application materials. 6. ( .)IFiling Fee. 0?l"hr C 17Z.- ArT,e L,<lv�� 7. ( )Any supporting documentation. Address: �� y�-u,., kh/1 /� 8• ( )HOA approval letter. (fapplicable) by 9. ( )Photographs. Phone# /!f ,7.7 23,r0 /10 S111 10.( )Samples of finishes/color chart. (a sample board or mode!stay be presented the night of the meeting) Ar-clritect/Engineer:_ �1 /''�� y� �fJ'ju�..Q., Phone# 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. C Sworn to before me this 1 Sworn to before me this day of 0 1�-e� , 20 r),, day of C)CA y e'' 20 r U d r�� S turc o Property Owner ignature orApp tcanf 1 �S 1I 0 C �J C-�1 Prina\ of Property Owncr Print Name of Applicant Nottuy Public Notary Public SHARI MELILLO Notary Public, State of New York qt SHARI rv1ELILLO No.01 ME6160063 Notary Pubic, State of New York Clualified in Westchester County No.01ME6160003 Commission Exnirns,drmtt- "Q 9 3 Ot_ialified in Westchester County. l/l9 (;nrr.mi�cinn F"nir,>.. .t...-. ••-. j Road(Rose) Revisions 24 Sleepy Hollow Rear Addition, Deck, Patio 5135 Road(Iacobelli) & Front Covered Porch 980 Anderson Hill Amendment To Prior 5136 1 Road Approval. Construct New Blind Brook Club Golf Teaching Building, Reconfigure liWol#* t n & Golfing Ladd4age 6 Latonia Road Re-Appearatj S120 (Casino) Revisions 12 Lincoln Ave Two Rear Dormer Additions 5137 (Bainton) & Interior Alterations i 57 Hillandale n 1 1 Story Addition, 2nd Story 5138 (Grossberg) Addition, Rear Covered Porch& Front Portico j J ML -- NM �- MR SE JM SF v AC � MI KC ��� VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK, NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Thursday, January 21, 2021 Due to public health and safety concerns from COVID-19, the Architectural Review Board meeting on January 21, 2021 will be closed to members of the public. The public can still watch the live meeting online through Zoom through the app or through the following https://us02web.zoom.us/j/82284377958 If any interested members of the public would like to provide comments during the meeting, comments can be emailed to stevefews@ryebrook.org or called in during the meeting at +1 (929) 205-6099, meeting ID: 822 8437 7958 NAME & LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 165 Betsy Brown Amendment to Prior Consent 5128 Road (Valad) Approval, (Front Door Agenda Change) 2 Wilton Circle Legalize New Rear Raised Consent 5129 (Charney) Patio & Sitting Wall Agenda 6 Loch Lane Roof Top Solar Array Consent 5131 (Orselli) Agenda 24 Latonia Road 6' High White Vinyl Fence Consent 5132 (Rothbart) w/Gates Agenda 39 Country Ridge Dr Swimming Pool Fence. 6' Consent 5119 (Austrian) Hight White PVC @ Side Agenda Yards & Black Chain link 6' @ Rear 15C Rye Ridge Plaza New Sign & Awning "Green 5133 Win - Ridge and Tonic" 5 Parkwood Place In-Ground Swimming Pool, 5130 (Kohn)) Patio, Outdoor Kitchen & Fence 780 King St Extend Existing Deck w; 5134 (Heinberg) New railing & Decking. New Roof Over Deck 39 Meadowlark Re-Appearance to Show 5122 ML NM MR SE JM SF AC MI KC VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, December 16, 2020 Due to public health and safety concerns from COVID-19, the Architectural Review Board meeting on December 16, 2020 will be closed to members of the public. The public can still watch the live meeting online through Zoom through the app or through the following hftps://us02web.zoom.us/i/82284377958 If any interested members of the public would like to provide comments during the meeting, comments can be emailed to stevefews@ryebrook.org or called in during the meeting at +1 (929) 205-6099, meeting ID: 822 8437 7958 NAME&LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPLX 35 Country Ridge New Casement Windows& Consent 5116 Dr. (Kaufman) Gas Fire Place Agenda 1 Winthrop Dr New 6' & 4' High White Consent 5117 (Adler) Privacy Fence (Oklahoma) Agenda 10 Beacon Lane Roof Top Solar Array Consent 5118 (Bellatoni) Agenda 992 King Street Legalize Rear Wood Patio Consent 5119 (Leshman) On Grade & Hot Tub Agenda 19 Maywood Ave Driveway Widen, Retaining Consent 5100 (Ocasio) and Wall Fence Agenda onia Rd Rear 2 Story Addition. Rear Santorelli) 1 Story Addition, Front Portico, & Exteripy A-) Alterations 2 Charles Lane Amendment to Prior 5121 (Kaplan) Approval, Siding Cedar Shingles, Composite Deck- Wood&Eliminate Bathroom Window 39 Meadowlark 2nd Story Front Addition, 5122 Road(Rose) Front Porch, &New Deck ML V NM MR SE JM f SF AC V MI KC • a N 71 '243'16" W o��'� � • 150.00 � • CXD >_O C7; C:=; i w w Ne ~ 71.3' LIGHT ,Q J 1 co ❑ � • W FIRE o _ 71.0 PLACE ¢ 00 m o_._► ( N = >_ iQ J ck� CD U I- �' o 0° 0) 0--3 <0 c- II-_ — __D O 07)a d- C; or � 3J.�' U I� o w= z O„ Q • c� CD -.4- w cn �_ L0 : Q +I -�-•1 O oof O Q]N II cr� m •0 I (3.) N ct Q 4mg ---� Q O va (Y z II a %co35.3 F— Y � . oW� Of aR z w CURB o a w 0 ct: Of CD W�W. W MACADAM • W a� > DRIVEWAY Lo m: C 71.6' < LEGENDS: _ WALK x J HOOP --_Q C.L.F. CHAIN LINK FENCE >_ IE W IE o BLDG. BUILDING w BOX Y � GV, GAS VALVE _ EVERGREEN a a Of 0.4 N NORTH a � O C T 15 2020 o f f f W DI DRAINAGE INLET S 680211 O� >W Y ,♦,� d E �� .� W.I.F. WROUGHT IRON FENCE ZD l< U VILLAGE �� � � BO® •� 150,00RYEN/F NOW OR FORMERLYBUILDING DEPARTMENT aO.H.W. OVER HEAD WIRES SURVEY OF DO NOT SCALE TAX LOT 3 0 IN BLOCK 1, SECTION 13 5.26 AS SHOWN ON THE OFFICIAL TAX MAPS OF VILLAGE OF RYE BROOK LOCATED AT �, A= A==r �= 0F,=�W,�, dare mod VILLAGE OF RYE BROOK seooa�n�wNz,Norreeon����sporr �Y • P�� Y i 20.0� w d and an his or bier to dw�e� �Ys in U.S. WESTCHESTER COUNTY STATE OF NEW YORK. wa�s�oaTaE�s�c� wasrr w�aEseoeascs w�s 'Y ld mstitatito� the tine a�amba .ha�eoa.Z'�e C °IlImmDATE:SEPTEMBER 25,2020. DAM OCrIOBBR 05,2020( ED) ADDRESS:6 LATONIA ROAD RYE BROOK N.Y. UNAMORUMALTERATIMORADDITIOM70ASRvavWu►PBLARMA IJCDM LAM sWALrs NOT FOR T=TRANSFEIL JOB NUhMER VIOLATION OF 72099 SU84XVMM 2,OF NEW YORK STATE IM UC'.A'IMLAW.C 0 0 m()lpTI�WiRm ma NOT BBA1No THE LAND snRVBYo�s n�MAT OREM)SM a�NOTBBaoNs��DTOBeA AMvAM WCRO7434-B-H-14. COPY. COPYRIGHT C 2020 SUMMIT LAND SURVEYING P.C. REM General notes: 1. All WORK SHALL CONFORM TO THE 2020 NEW YORK STATE BUILDING CODE,RESIDENTIAL CODE, CONTENT.EXCAVATION MUST BE FREE OF WATER WHILE FOUNDATION WORK 15 IN PROGRESS, FiRE CODE,ENERGY CONSERVATION CONSTRUCTION CODE,EXISTING BUILDING CODE, TRUCKS,BULLDOZERS OR OTHER HEAVY EQUIPMENT SHALL BE OPERATED WITH CAUT ON AND "- MECHANICAL CODE,FUEL GAS CODE,AND PROPERTY MAINTENANCE CODE. IN SUCH A MANNER AS 70 CAUSE NO DAMAGE TO FOUNDATION SYSTEMS, - 1.AN ;� 2,CONTRACTOR SHALL PROTECT&BRACE ALL WORK FROM DAMAGE DURING CONSTRUCTION, 9.ALL STRUCTURAL STEEL SHALL BE NEW,CLEAN AND STRAIGHT AND SHALT CONFORM TO THE T �� J AN 2 2. 2021 NEWpDGE LATEST EDITION FOR A.S.T.M.DESIGNATION A•36 OR A-500 FOR ALL"TS"SECTIONS.ALL 3.ALL WORK TO 8E PLUMB&TRUE,ALL PLUMBING WORK TO BE IN COMPLIANCE WITH NYS STRUCTURAL STEEL WORK SHALL COMPLY WITH SPECIFICATIONS FOR THE DESIGN, 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 AMER CAN , WORK 10 BE IN COMPLIANCE WITH ASHRAE STANDARDS.LATEST EDITION.ALL CONTRACTORS AND INSTITUTE OF STEEL CONSTRUCTION LATEST EDITION.PROVIDE STIFFENER-ANGLES OR PLATES f1."JUF3114r 30YP. h'Elh'FPJL'ED SUB-CONTRACTORS 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 RESPONSIBLE FOR ANY ADDITIONAL PERMITS,APPROVALS AND INSPECTIONS THEIR PARTICULAR WEB OF BEAMS CANTILEVERED OVER COLUMNS OR BEAMS SUPPORTING HANGERS.UNLESS L VILLAGE ������ �� ��� BROOK �O O� I_�j JtiC}{,fECiUk'AL KOOP 'R00�•LQ'C TRADE MAY REQUIRE OTHERWSE SHOWN OR SPECIFIED PROVIDE 6x8x Ys BEARING ON CONCRETE MASONRY IF ANY, A LJ�I S��aES ExrENSIONN G DE �� _r 4,LUMBER MATERIALS USED IN THE BUILD NG SHALL I.I BE GOOD,SOUND,DRY FREE FROM ROT, 10.HEADERS TO BE(3)2'X 10!N 2x6 WALLS OR(2)2"X 10 IN 2X4 WALLS UNLESS OTHERWISE NOTED, B U I L D I N N LARGE AND 105E KNOTS,SHAKES AND OTHER IMPERFECTIONS WHEREBY THE STRENGTH I MAY BE IMPAIRED.ALL NEW LUMBER SHALL CONFORM TO 2020 NEW YORK STATE BU LD NG CODE I{.INSULATION IN FLOORS,WALLS AND CEILINGS TO BE A COMBINATION OF FIBERGLASS BAT, CHAPTER 23.FASTENING SHALL CONFORM TO 2020 NYSBC TABLE 2304.10.1 CONTINUOUS RIGID,OR SPRAY FOAM OR CELULOUS INSULATION TYPES TO CONFORM TO ICU f01A J/,CN �WFP�NaD 0 ALL LUMBER SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN WOOD COUNCILS 2D20 NYS ENERGY CONSERVATION CONSTRUCTION CODE CHAPTER 4. NATIONAL DESIGN SPECIFICATIONS FOR BENDING STRESS AND DEFLECTION,AND 2020 NYSBC 2306. WESTCHESTER COUNTY IS CLIMATE ZONE 4A. GP81 E 51P.J'w ALL WORKMANSHIP INCLUDING BLOCKING,MILLING,BRIDGING,ECT.SHALL CONFORM TO THE 2020 ,.9„ I �11 NYSBC AND OR 2020 NYSRBC.PROVIDE LEDGER,BLOCKING,NAILERS AND ROUGH FRAMING 12.ALL FOOTINGS TO BE A MINIMUM OF 3'-6"BELOW GRADE,OR LOCAL FROST DEPTHAS SPECIFlEDBY FE-51fNaE HARDWARE AS REQUIRED,ALL BEAMS,JOISTS AND RAFTERS TO BE SET WITH NATURAL CROWN UP. THE ARCHITECT,UNDERPIN WHEN NECESSARY, EX15t11JG Pl7Ca E>u511NG GAf��E R�7L I tl;Jllg(If _ extew EXI511NG 6R CK PROVIDE DOUBLE RAFTERS AND HEADERS AROUND ALL ROOF SKYLIGHTS UNLESS OTHERWISE NOTED, EXlsn��u aD Pl7LrE EEQI:�D CHhU EY A5 FEQU F1 D ALL LUMBER SHALL BEAR VISIBLE GRADE STAMP.ALL STRUCTURAL LUMBER INCLUDING BUT NOT 13,HOUSE TO CONFORM TO ANY LOCAL SUPPLEMENTAL CODE, 51PU'NOD RG',`�IJGLE Tnfff0 OE A h9VL41lEA OF 2 LiMITED TO TJI,TGI,&LVL BEAMS OR EQUIVALENT SHALL BE INSTALLED PER DRAWINGS AND 511:IP NJI7 FJ;-SHPJGLE E>LSf tvG E1U511NG ROOF A5 Vy Fp/�;Ep MANUFACTURERS SPECIFICATIONS,ALL HANDLING AND INSTALLATION PROCEDURES MUST BE 14.PROVIDE BLOCKING AS REQUIRED TO BEARING POSTS ONTO GIRDER OR BEAM CONDITIONS EXi my ROOT A5 GAD,E � Roof CU 401A/AU/.At FEET I'MR i 'I il•E SUPPLIED NOT BE ALLOWED B THE NUFA WETAT ANY TIME. BE FOLLOWED,TJI JOISTS AND LVL BEAMS SHALL AND VERIFY ALL BEARING TO FOOTING. EXISiWG RIDGE CE,CIJ f p00F ( CL05t 5f ROOT OR15.TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT THESE PLANS AND RfGU�DIt iZ '-9" I', ill P.(Dla IOFEEf AWAY S.WITH USE OF ANY TRUSS TYPE,PRE-ENGINEERED OR TIMBER CONSTRUCTION A SIGN WILL BE SPECIFICATIONS ARE IN COMPLIANCE WITH 2O20 N.Y.S.ENERGY CONSERVATION CONSiRUCTO CO IC>� SiRE'AW 5kNQ E IC 5� N=W FRAMED i PLACED AT OR ADJACENT TO THE ELECTRIC METER WITH SPECIFICATIONS PROVIDED BY THE 16.ALL DECK RAILS AND STAIR HANDRAILS SHALL CONFORM TO THE 2020 N.Y S.BUILDING CODE 1}NO i�EW EX1511NG ROOr'AS ARCHITECT. SECTIONS 1014 HANDRAILS AND 1014 GUARDS, "DOG Hotall �OUJ D CU fOM AN .CN CPI�Ef ROOF COMPOSITE FLAJ'PA'F'L NEW SfPNDQJG t.EW COMP051fE 6,ALL CONCRETE WORK,DETAILS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE 17.ALL ROOF FRAMING SYSTEMS SHALL BE INSTALLED WITH HIGH WIND CONNECTORS(HURRICANE DOPNIE5 ilh'aEki the 30YP, n FACADE WITH AP.CH f0 WITH THE PROVISIONS OF ACI 318 AND ACI 332 OR PCA 100,AND THE 2020 NEW YORK STATE 'l5E Nr x O 5EAA111a% f110 DOAvV TIES IN COMPLIANCE WITH 2O20 N.Y.S.BUILDING CODE RESIDENTIAL CODE CHAPTER 8.All CONCRETE SHAH BE TYPE-1,3000 PSI COMPRESSIVE I CENa 17 ON ARLHTUcM E00F _ MAfCH ID1450M PAY AND SECURELY 71ED IY PLACE SO AS TO PREVENT DISPLACEMENT DURING CONCRETING. GAPAC�DOGES A SHNaES A STRENGTH AT 28 DAYS.REINFORCING BARS TO CONFORM TO 2020 NYS BUILD NG 18.ALL POSTS TO FOUNDATION FOR THE EEBYPURPOSE OF SUPPORTING THE ROOF L OTHER STRUCTURAL 4k P CODE SECTION 1905 MODIFICATIONS TO AC1318. ELEMENTS SHAH BLOCKING AS SPECIFIED BY THE ARCHITECT OR A NOMINAL DIMENSION OF 4X4 REINFORCING SHALL BE ACCURATELY INSTALLED TO REQUIRED ELEVATION FROM STRUCTURAL ELEMENT TOO SUPPORTED CONTINUOUSLY TO A SOUR MASONRY 7.CONTRACTORS TO VERIFY ALL CONDI110NS AND DIMENSIONS PRIOR TO STARTING WORK, FOUNDATION THAT EXTENDS BELOW REQUIRED FROST DEPTH AND RESTS ON A FOOTING OF -- W CO,N'OSItE TYPICAL CONSTRUCTION. ® RIM AROLN7 ANY DISCREPANCIES ARE TO BE REPORTED TO ARCHITECT.ALL WRITTEN DIMENSIONS ON PFPI AfJ WIf;JOWS THE DRAWINGS SHALL TAKE PRECEDENCE OVER ANY SCALED DMENSIONS, 19.ALL SIMP50N STRONG TIE CONNECTORS AND ANCHORS ARE DESIGNED WITH SPECIFIC LOADS AND NEW DAY CAPACITIES.SUBSTITUTIONS OF THESE HANGERS FOR DIFFERENT MODEL NUMBERS THAN AV RE-1I:UA IN 45-%46-20 /.DOIN PA1LH 8,ALL FOOTINGS SHALL BEAR ON UNDISTURBED VIRGIN SOIL HAVING A MINIMUM SAFE BEAR NG SPECIFIED BY THE ARCHITECT OR ENGINEER IS FORBIDDEN WITHOUT VERIFYING THE REPLACEMENT COMPOSITE AS PAY 411t DOW Vow A5 CAPACITY OF 2 TONS PER SQ.t1,BRACE RETAINING WALLS OR FOUNDATION WALLS AS PART WITH THE DESIGN PROFESSIONAL. �4 EL 11 1 1_UEEOU RED W Fk.Nf REQUIRED.BACKFILL WITH APPROVED MATERIAL,BACKfILLING UNDER SLABS,AROUND EX15fiNG OPJCK iw21�310 i♦V21 IO iW21 310 1WZ�3;0 11451171 IGH. V OIJkED AtiD PIERS AND ON EACH SIDE OF FOUNDATION WALLS SHALL BE DONE IN LAYERS NOT TO EXCEED fE WASH f0 WINCHES.COMPACT,ON SHALL BE 95%OF MAXIMUM DENSITY AT OPTIMUM MOISTURE MR 19I LOPAY E>aSfING C�ILK 1AAfLH 5EN c6f +2f& ! TITATED FOR LEw CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FOR RESIDENTIAL DISTRICTS IN%LAI 1 CAR'- 5111 WN,iti w/1`r ED FiN`�icog EXi51U�G OPJCK ow";G DOOR 10"50UARE COM°Oilil;COI UM�JS A 7 FOP.NEW (�lE 509 flTAV AT F600R V1101E WASFED FP�Bi GROIA p WiA47 SPEED 1 U S�CVV VVIi+ t51 C IA'EAtI ERBJG R05f LiNE 1ERh4fE FR01TsCilON WINTER DARRER FLOOD /VR FRE ZE iE i M'JUAI 51Oz-VE TIER F/ICE MiD RI BS CLUJAIE ZOhIE cN LOAD ) SPEED EFFECTS IEEGION MOM 5 ZONE CAfKOPY 0 tEA'P. B.AY°Nf HAZA1375 NO I.57EX Np tl&E la(rcoisL) 20P51' 0/120 NO NO NO L 5CVEe� 47, YE5 0 RE0'D f33619G0 B9F 7 500 5Z.2 NEW 10'BLOCK FE05T WALL.ON 24">.IZ"f000NG5 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT 2020 W5 ECCC--NY fArXE R-402.1.2 alb tE Z00 FEh�5TRA110N 5wair CL' ING R DA�NENI WAIL 5LP13 E-VN.LE CRAYi1.5PPCE WALL ��0 NTELEVATION f b AC1 R b FENE5IRATiON SHGC I?-VW R-VA-19 E-V/V.LE I R-V/l LE -V&W c R DEPM d R-NACU 4a(rcaist) 0,32 0.55 OAO R-49 R•90 a'h 8/13 R-19 10/13 10,2 Ff. 0/15 SCALE:1/4"-1'-0' FJLEVM1fN01E5PEE2020ECCLNY5 CNY)V&I!402.1.2 a,R-%zW%are wrunans,U-factors or e maimms,Wlen UWAlm Is trots ed in a cav UI rabid,Is 655 than via label or deslcp�Usclrnss of the irYAAAIA COLOR CHART Ole Irotal'rd R-va'ue of the InulaUcn sf>SII not be less ihm dr R-vahhe sp:cdkd 6i The table. b.ilia rex5vaUm U•fxtx ed"I includes sLo c}ibi.The%c edumn appl es to aI glazed rerestratlam Erupt m 5W*Ls mat be erchrded from damd fewstraLim SHGC reoiiwa enta in c6ste 2m651 threuc�h 3 whero dw%a for such 40.14hts dws rot=wJ 0,:0. a"10/13"mems R-10 cmtwaa wdat m m Uhe Irdakr or ecterkr or the homs or R 13 Canty insainfam et Ihs der °f the bmercent wDO I'Zi I? dA �S�ee,.�%4. AREA MATERIAL STYLE COLOR oL R-5 shal 6e added to Un rcgocd slab edge E-4cs,for heated slabs. � p,ui e"r`•h-e�Y"J 5➢7,NG CO- iE DOPF7 h.the first vane is cant,,tnwIsu h,the sacmd vaSu 15 cm{truau hhwlaUm,so"0+5"means R•13 Canty Inw1oUm Plus R-5 cobut s insubUm 10/7/20 VARWE 5ef 5 CLAWAW 114UfE I.iho xcad R•vdw w es when more Lhm iL-a the Lhwbum is m 0hc Ukrw of Uhe mass.wdl, 9114120 (31n r WOF A5PwLT AvalfECTLP.AL 5Ei,w 1111aE15.I le CHAPCOPL 2020 N Y SJ;NERGY CONSERVAitON C(AJSII:UC110N CODE SECtiON R-402.2.2 Ced rgs vnUhout alto saxes, ROOF NEr& 5rA1%V%5 Ahl DLACK kMfM%CROW R402.1.2 MOM51NXLAION GREATER"N R-301N R-VALLE51K CEILING AND a Pe904 Of h DOUCLE H1NG AND C/tSEMENfS ROOF!CE.LNG A55em%Y DOE5 NOf ALLOW SLFFIC ENf 5PALE FOE11•E MOUMt7 MLAt10N,11•E MI NNA t�01MP V►WNDOW5 WORD AIJMER N 400 5EM5 2 OVER 2 P CA5S UJSI MON FOR SUCH ROOF!R-VALte CEILING A55Eh1EI 6 qhU DE R-30,IN51LAfION%KL EXTEND OVER I E f0P OF il•E WILL PLATE f01FE oumlz EDGE Of SI1CH PLATE AND 5 ki.NOf n COMPRE5%V.iH5 MV010N OF INSU.ATION FROM P E R M i T# DOOP, FDEIUA55 2 PN ra W/51DEL(ml`5 KEW&L CHM.COA, 11•E REQIr9t4Nr5Of 5EC110N R402J.2 51 ALL 01!LIMITED fO 500%M FEET(46 M2)OR 20 PEECENrof 11•E for& SfOIJE COt�Ci11E PENNSILVAN AAStLAR STACKED NAfIPH GPEY iMnATED CEILING A19A VRQ•EVER 15 LE55.fH5 F.EDLC110N%KL N0f APPLY fO ttE U+kfoR A-tERNA1IVE APPROACH IN ,ECflOU R4021.4 AND TI•E fOr&UA a,9 NATIVE 14 5ECrION R402.1.5, Sp 1PJM COMpO51r� FLAP YJ/CEOVIN WINDOW K/V 5 V<14tE 1 R_14 7 9.9 0' [, FOLkNA110N 51tm !!'Pica- 6MY 15 FEET RESERVED L--95,17' DRAINAGE EASEMEt1T .11 DATE P fMINPATiON 1135ER 5TUCC0 rnP CAr GR(:Y _ PER R.ED MAP -- -- SURVEY MARKER v� EVERGREEN v SURVEY John G. MARKER IL a of Rye Brook NY RYE BROOK ZONING COMPARISON CHART � GHT UGH Scarlato Jr. y �r TAX LOT ADDRESS: 6 LATONIA ROAD SECTION: 135.26 BLOCK: 1 LOT: 30 ZONE: R-16 Cl'a 30 Architect V Area=i 14,999 Sq Ft a ZONING REGULATION REQUIRED/ALLOWED EXISTING PROPOSED Or 0,34 Ac. 33 Byram Hill Road • LOT SIZE(ACREAGE/SQ,FT.) 15000 14999 14999 Armonk,NY 105.04 • „ a. GROSS FLOOR AREA(FA.R,) 3221 2374 3288"(45 VARIANCE) Phone:(914)273-7350 G AMU 1 BE POSTED i PLAT JGSCARLATO@GMAIL.COM f 1 0-!1���u�A���`��nt�n�{t'�a���Q n���� MINIMUM FRONTAGE(FT.) 75 104.82 104.B2 `' � - r 4 i - �. HORIZONTAL CIRCLE DIAMETER(FT.) 100 101t 101t ` LIGHT STORY PATIO 100 TYPE iDcNa FICA0 1i SIGIN, e ADDITIONCASINO RESIDENCE '# 6 LATONIA ROAD /A( u+n NE TYVO +' FRONT YARD SETBACK(FT.) 40 35.3 34"(6'VARIANCE) "' - HEW STO YADDITION �•� ; VONE SIDE YARD SETBACK(FT.)' 15 9,6 9.6'(5.4'VARIANCE) _`(n �J \\\\\\\\\\\\\\\\\\\\\ v„VAWTa wsTl o �,z RY R Ks ., 0573 FR- 00 TOTAL TWO SIDE YARD SETBACK(FT.) 40 19.5 19.5"(20,5'VARIANCE) \ \01 NE 0 J A %'' REMOVE ROOFED [��n�}����.������������T;•h ��® RE:ARSETBACK(FT.) 40 71•D 71'Q �� �, � REAR PATIO EWSECONDS70RYA0011 \ -��� /� ! D ERI . f ..l O& ) �" 11i9 \\\\\\,` \ ONE STORY j 1 /� ,w U. ► ' c ' �'.j z/30' 1/1z't z/zz.4' )' �fl ® E A I 0 AN BRICK /� � j' MAXIMUM BUILDING HEIGHT(STORIES/FT.) Ylal \d.°.��..]t 'L r, N. of 3E'�i.L 4. • TIJ: HEIGHT SETBACK RATIO FRONT/R.SIDE!L.SIDE 0.6/1,6/1.6 0.4711.72*11.6 0.47/2.58"/1.6(1.0 VARIANCE) 0 18.3%'2746 2.3%VARIANCE MAXIMUM LOT COVERAGE MAIN BUILDING 16/0 16,8(2374) ( )( ) �v \\\\\\\\\\\\\\\\\\\\\\\\\\\\\ NEW STOOP AND MAXIMUM LOT COVERAGE DECK 4% 0% 0% ; STEP WITH PORTICO �\ �vr __CL,R13 ROOF OVER EXTERIOR ELEVATIONS MAXIMUM LOT COVERAGE ACCESSORY BUILDING 3.5% 0% 0% ;�j,� o� �o �' VIALK MODiFYAND �i � �y �� WALKREPAIR PLOT PLAN . f_1 =! c� cag / WALK TO ALIGN � MAXIMUM IMPERVIOUS LOT COVERAGE 6300 5233 5175 Ln gg WRH NEW PORTICO h MAXIMUM IMPERVIOUS FRONT YARD 35% 24% 24,5% fhl' a \�� ZONING CHART URVE NOTES: `\�y GENERAL NOTES AS-BUiLTIFIN•AL,S SURVEY LIGHT SURVEY \41 REQUIREDi+ PRIOR.�O � � FRONT YARD AREA:104.82 x 35.5=3721 SQ FT MARKER MARKER \ DRAWING NO. b R=16 29.9 0' `�� �SK� RCy��% FINAL INSPECTION v° L=1 04.s2 CURB - `� . CURB 9`� ttll• LOT LAN I f �;` �262Q0'� 2�� _ i I LATONIA ROAD OF NO SCALE:1 -20-0 Ex1E1:17 M511U4 ORICK CHMEY A5 WOUBD 110 0 A hiMM1 M Of 2 9w R 065 1CM EDa FEEf F�a•f�;navJ hE •NEW R nGr CL05F5r P.00F OR lItIMULM 3Oyp 11MGEP.I.Iw 3OYR NEW R V61 Kew rnGE P ARairEcfuR<L ROOF ARaiffcl1 At.poop 22 Iz 'nWEIPI,w 06 10'-0" iN0.E5 SFQJCl.E5 61/ Q6 McKfectUDI,POOF '`e 4 6 12 12 6 5FiKaES �W 5KY �fi LIG?1f 7A�p N _ 2 _ nM.PUL-le 90YR �noC siiJP aJn>_5HN0..E — J E>4511NG ROOF AS nNDERL hL 3CWR AR(1-01E;IURN.ROOP ARCHItECfu&ROOF 111111 111111 Hif 11 111111 111111 111111 lilt 11 lilt 11 111iIJ0.E5 MOMP 5H9Ja_E5 1LVa-E.INE arm lftaDAP, A°CHIrE VAI ROOF FERFEcnON 5HIJ0.E5 5f{N0.E S1DIf.�i . 119101.NE 3OYR 12 ARLHIEC11M ROOF KW FAUX SAVE IJiW RIDGE r 6 511 IP AIJD -SWNa E Kw t4EWt Gi 5KN0.E5 CI4 fOCOMFI En tJEY till 1111.R EX15nt:G R00F A5 R.pa ILLLLILH 6MLE LOOK nun It 3oYR REouREv nh'Bf FL NE 30YR � t��'•ROOF FPAMT!G \` `1 11 A"CHf511k°hL R00' 6v Fcfl A'?L}11fEC12 CUZ&ROO' Apai Cn1RAb ROOF OEYOND f0 MAfCN w11 h�ES Ill If H SKNR ES EMM4fill fill Ew5nNG ROOF HIA it 6VLE P10 AND H:laif, ,.11111 I 'D FRM'dNG Ec our w M iffWtEp CONp0511E Ft We 00AT AFIER NEW FRONT GADLI - EXISnNG MCK CO3, m5M'G 0R a EM MG ORKK 1h1iN tew yne C VNiFI NEW WHiE CKIVAY WAM F.M5H WASH FI45H WIm tW auin EG E RE USED aRla wlm new EXIstwG OP�a "'�'ow o3.0 WASH FIN SH *M WA5H FIW5i f0 DLEND VJIM NEWY,11tE EXISrMQG Okla A149 tMXH EYJ5nNG 4YA5H FIMSH `M W Wei F.NlSH LEFT SIDE ELEVATION RIGHT SIDE ELEVATION SCALE:1/4"=1'-0' i j Ll l z,1 4a•e�I se n �•et��R.Qv��,., rn�p_eA-%�� 1011120 VAPJ"N 5�f 9114120 Chin 5�f John G. NEWRDGE Scarlato Jr. ACWRnGE ' Ex1EAD EXI511NG D�a � . CHMNEYAS REOIIRED Architect b1'144 it FEET tia•ER IW'N it 1; W 5KY fill ARCk1EC11JRAL ROOF amwROOF OR Llaif 5H1J0.E5 33 Byram Hill Road RIDGE 10 FEEf AWAY Armonk,NY 10504 WE AA ro l.wEp ER�f W W LUMP f� Phone: 914 273-7350 1111MLH litCU5 N ARC.n tRM )M5 tJ`wcEn��R . •. - JGSCARLATO@GMAIL.COM VILT Our I" SAVE 10 5TFF MV W-5H NA.E E I nl'�R17 NEV!RIDGE EwsnNG RInLE c014{PLEIE say EM5110 FOOF A5 CASINO RESIDENCE LADLE LOOK, iwZi q10 C 3) OAIC tU1 R 3masn0YR J 51"AM K_5Ma.E 6 LAT O N I A ROAD EG 55' E 55 A:°CH fECt11RN.ROOF S E)aSnNG ROOF AS Fe tvcwcEOAR 5RUE5 ' r Y �, N.Y. 105�3 FERFEcin�iNaE 11MIX&M 31am f A"iECn1RN.ROOF tJEW FRM+ED 5H Na.E5• 11 Ill IJE4V Sr.Y 51•E0 ROGF JI Hull Llaf f M,2 I O l AND IfVTERIOF� l Ifivil "ITT" TT LBT RATIONS AN \a1� P5 5 P Ili? t�wALUM>wMldlrlER $ RENOVATIONS AND LEN7ER r :Z3 fEMkiU a A55 �' �N tEMPERcn G,155 WEW CEDAP.FERFECnON 1 .4'-5�" 5'-5�" FVI'G 681 R.O.4'-5 p'x 5'-5 1VJZ�3.0 5N'1J0.E I'J C�MLE EX151D�'G DRICK MERI i r�oo68 I LVtMNEwtiM'JIELE11 HEFILHUII Hill tLHIIALLIALMIJI lilt I lilt I lilt I Jill LILLLLLL EXTERIOR ELEVATIONS RA. x WA5H FINISH 9b't0 FROPiRtY w 1 i .. I I I I I I I I I I v�iiilEw�sHa ro NEWEN S SECTIONS Fit', AND MATCH E>dSTiNG TMMIT l C 'CMTE 5rArp 4imDt.Lf5TOUti.XA0 7i - p L5 wer AN0 5110W VENTER M%PS AW:IDE5 F�OWSrR p DRAWING NO. 41,Hrxw ,��ED AR 2 P O REAR ELEVATION SCALE:1/4"=1'-0' 9 oir wN V-0'MR CLEN:YAM \ A`PFi+J f 9iNCd E5 ON 15x FELT f0 NOTE: SQUASH BLOCK MUST BE SQUASH BLOCK MUST BE Af N I F06Jf5 A3LNE 11 E BLOCK PANELS MAY BE CUT 1/16"TALLER THAN CUT 1116"TALLER THAN 12 4AfCNE Xi511NG JOIST.2X4 MINIMUM FEPhUf1EVHNJVP./VLEVEIJ h REQUIRED WITH SHEAR JOIST.2X4 MINIMUM HANDRAILS ATTACHED TO \�VAPES WALL OR OPEN 050A&PP05T THE INSIDE OF GUARDS exiuop�5HEATHN 0R ZZ P 0OP�FLwJ00n '� FROM A POINT DI RECTLY AA�J WALL CO,WiINAWN5 FASTEN RIM BOARD TO SHALL BE \ EACH FLOOR JOIST USING *EN TOF p.A'L OF GUARD ABOVE THE TOP RISER 2J2 ROOF RAFTERS¢16"O G.(1rRl , TO A POINT DIRECTLY WrH POOF gym) ONE 8d NAIL OR 10d BOX 15 M'CfIO;,NG A5I M Z4 A5 VfJ L, IF am fOP P.A.12004E5 ABOVE THE LOWEST NAIL PER FLANGE P05f tgJ5f 9 MMKV A5 AKAwTM!L RISER OF THE FLIGHT SWlf10N VENT OA FLES ATTIC \ ,j 11 f0 FINA-05ER u 5fAIR fREAJ7 A V B5ER5 5i&T50IJ HD HJ�1CM 25 �1j 1, y 1- AS WELL AS MEET SUCH w 1}E MM'EEN 5A1V -----�` 36"is 5MV �+ K - .?; �"�- HMPML 15COIJi aM5 QlA l KAjW A'LS MINIMUM CLEAR WITH \\ VkPEPC 'I �,� 1 REQUIREMENTS _`—�� ,� 'p+p DIMENSIONAL FPO'A APO Nf V�C1LY 5HN L DE 1 ! AM fl•E fOP E15EP n % „ n A / f0.f FizE� `�- ! .� -�i MN.15•CI�A,WiVM HANDRAIL STYLES CAN R, 1 ` f0 APOiIJf VlCil Y \ y ��fi��v\� t�� I+ r�' ADOVc 1JE LOV1E5f q 14a VARY WIDELY,BUT MUST „ �� + t' �( �iC tir STAGGER 8d OR 10d L15EP.Of 1W FLlair pPO�C N ALL COMPLY WITH 2020 y GYF5Uh100Ak17 +`���+ h STAGGER 8d OR 10d 9 x �.-+\ SOLID ALUh11NU d GllfiEl:S/4JV LEAVEi;S r' 1.'� .' BOX NAILS TO FR01,1 WALL RCNYS Rai 1.7.8.5 6 AND R-49 Mr.IN5LLAf10IJ ���►� '�`.��2 �' BOX NAILS TO �rn 1,,q�_` � WALL AVOID SPLITTING OR OPEN OPFOSt R507.2.2 FOR VERIFY ANY PREP SIZE. AVOID SPITTING 210 CLNG J.'5 @ i6" -A x POST 27"h"N.F NJO z AND MANUFACTURED �Z)2r6 fOF FLAtE I'0" (c FASClA OOA�i7 r`^\�,:P \ +n - HMVRA-5 23132"APA RATED OSB(OR '� _ °D RAIL Ali UV HANDRAILS ARE IN PROVE VENf5V!/INSea5mEN5 EQUAL)Rirul JOIST OE NAIL 8d OE NAiL 8d - OPENING BETWEEN COMPLIANCE WITH ON MCA NOT E: OR 10d BOX '" BALUSTERS SHALL NOT MANUFACTURER AND/OR z OR 10d BOX OLOCKlNG BE ALIGNED OR STACKED T PURCHASE OR o INTERIOR ALLOW 4 t"SPHERE TO NAIL TO PLATE NAIL TO PLATE ARCHITECT PRIOR TO BEDROOM MWRAL I5U5W � BEARING WALL PASS THROUGH. SQUASH 13 L OC K A^y,P OPENING BELOW BOTTOM 'J SfLDS L� 2Xb W00 ¢id"O.C,1h11N P-20 I RAIL SHALL NOT ALLOW 6" DAff O°.SPRAY FOAM U45LLMON MN,OR SPHERE TO PASS y,GYPSUM EOAIeI „ P•13 Onff.KC51z-5 PiGR7 QJSU.AiiGIJ RIM JOIST DETAIL ALL RISERS O HAVE NOT TO SCALE BACKERS OR ••' exi-a OR GP.fJ7E CR FLYWOOi7 1 V"FLW/0017%0-FLOOR W/Mr 5e'A?R OR Z P POAV MODIFICATIONS TO 6d vo Nv NM.EV TO JO51" PREVENT A 4"SPHERE FROM PASSING THROUGH M.MAP. cTAIR CODE DIAGRAM IF GTALRISEIS „ CIE ' ° GREATER THAN 30 z���� LEVEL iI�AV VEFiN MOM ° OL Pin.2M,FI._ VARAION 50UA91 OLOCK5 a I6 O.C. NOT TO SCALE Norfo EXCEEP�" . �— 17/8"fJ F J'5 e 16"O.C. RIM DOAW (2)2r6 FLAT Y"aM50M OOA>y 1 5nM FNW • s Model Descri tlon ON WIC LAn E �, P�Ea• Joist Hangers Face Mount cEPAR PewecfioN 5HJIcLE5 6" 0o LU0268S For 2X6,2x8 Joist IhEMER o _��LUG210S6 For 2x10,2x12 Joist FAMILY ROO LYS26ss For 2412d Joist _ 44WMf R APaoAT 5VDk46" LU328SS For 24,2x10 Joist _ LUS210SS For 2xi 0,2x12,204 Joist L LUS26-2SS For Double 24,2xB Joist T 2X6 WOOP 505 a 1611 O.C.WiN R-20 r -.... LUS28.26S For Double 2x82xf0 Joist � I f 21�U1 �•e-�l���er tom{���-•' y"GYPSUV,OOAT LL DAff OR5FMYFOMIIN91AtION MM.OR -__LUS210-2SS For Double W0,2X12 Joist s R-�OAff,FLU5 R-5 1210 H.5<t.AtION SUL266S Sicewed 450 left for 2x8,2x8 JolFt FIN 5i FLOG? SUR26SS SkeWad 450 right for 24, 10/7/20 VARIANiCE%f 'FLOM %" W EXfEW?G1�CVX FLYWOOP 28 Joist %"PLYWoor7 51,�-To nVEK H w/ OUSE PAP OR ZIP OOM Skewed eorx d 45°left f 210, au:n Avg rJaLEV to JOIST� �..-...' 9/ih 20 DIP t 5UL2105S 2x12 Joist —— 2s6 I'S.5�L PLACE SUR210SS Skewed 450 right for 2x10, }� , y _ F IAFL _ 2x1 Post Caps 50U6ioWa5¢16"O.C. AD43S For 4X beam,4X post 17/8 TJ F.J'5¢I6"o C. AGE4SS For 4x beam,4x post AUSS For 6x beam,6x post SILL 5e& ACE60 For 6x besm,6x post (2)Z6 FX.5LL PLME — LCE4S5 For 4x or 6x post P-19 Off INRLMON N N. all 1ERA'fE 5HEl.V Caps II K BC488 For QX beam,4X post Y?&I8"ANCHOR5 e 4'-0'OC 51LICC0 FiM`FI A30VE GC.A!E I I BUSS For 6X beam,6x post M"J MAX V-O"FROM COFW-RS c J" BC52-214SS For Double 2x beam to 4x post John. BCS2-3/688 For Triple 2x beam to 6x post a �.• -_B0408S For 4x beam NEW BASEMENT 44 MOM 24"D.C. MVEMALLYAtJI HMZOWr&I,Y ScarlatoJr. OO Pos.Column Bases a a 4"FROM 0Jr5m OF FOUR ABU8 SS post For 4x6 s Architect, WAfERFR00FNG tMOPTANE OR ABU668S For 6x6 post io'Foav cONCRefe.Fa wmmiON con1w �'••ABU888S For Bx8 post 33 Byram Hill Road I"A5MfEIQ'M90N,= °;d" 2"P-10 WO N5LLAfM• - CB44SS For 04 post Armonk,NY 10504 OOARV AGAIN5f FOUWAflD:J OELO,N CB66SS For 6x6 post 5"CONMT SLADVJ/66/10.0 " GPI MFP.OX. ..CBSQ44SS For 4x4 column Phone:(914)273-7350 MM w/VMOR OA°.R1EP,ON �—I CONPMIEP'GRAVEL �� LiJ ��� � +�—±.i—���- -�CBSQg6SS •• For 4xscolumn 'R"` JGS= RLAT4 �MAIL C (FOI:vA MJ Nf) =Q—�_M—l l—l l—J �-CBSQ66SS For W column —�— �'I=I � 7,fl, . ''- , Hurricane Ties �N w �1 —,-_ H2ASS For)olstto beam. GAS I 64RtSl pc I—i I I=� �HUM For Dist to beam 4"PMFOOnNG VRAJN WI1H 12" iZAWL COVcRUNDER5At5C�EN H3S5 For Joist to beam "• 6 LA TO N IA _. °: 4 '�°' PIfCFEV fOliPrihELL •' • 4'r E 4 PEOPR 3"MN.FROth SINES T H4S8 For oist to beam RYE B RO O � 7 - � �H5SS For Joist to beam � ' fc, ° ' ° Awoorfotlia 241,112" H8SS For jolstto beam ccNr1wn5 FooniJG FOX ��H10ASS For Joistto beam „ HPTSS Forlolsttoboam ADDITION AND INTERIOR FramingAntiles ALTERATIONS AND A34SS Multi-ur ose angle T_A36SS Multi-purpose angle RENOVATIONS TYPICAL WALL DETAIL _Ls50SS Skewableangle _ _ ML24SS Multl-ur ose angle ML266S Multi-urpose angle SCALE:3/4'"_11-01. _��TA985 Sialrcaseangle ' --y-TAIOSS Staircase-angle DETAILS AND NOTES Straps LTSI288 Light twist stray LTSIBSS Light twist strap w M7812SS Medium twist strap MSTA126S Staai ht strap DRAWING No. MSTA18SS Straight strap RED Aqo _�_•MSTA2485 Straight strap MSTA36SS Straight strapQ �A o c� Miscellaneous •- -'pJT1gSS For side-loaded 2x beams *o .' MUSS Deolt tension tie - LSCSS Stair stringer q 282r,0�,��'� OF NE�J LEGEND KTWfOUNDAnON eX15iMG CON5n3 IM t0 5fAY eXiSnNGtODe ITMW"r':D OPOOP,NJ h.9 O W11VOW NUMI? x ReMON LOCATIO14 . �— •:L . Y.. ��:,.�,. �,'i, . .;.,. • .�.r'+' +'1��, '•• � 1♦•;,•i i•rY •` +1.:1♦' "y h.,';:is :,t ,r''r 1,..•.��1.:'Y'I' .,: �.:7.' ,�'• 'Y:� •.7'.',,5: A'�rl'1.. :�.r�'r.'r�I•: .�.rr r;•�1'+,7. /,:.1 M•.T.,,...��� io"concRefe vLoex� [oil MT a� WPl L5 MP 24"x 12" ,rid I 1• Vi/LL5 AW 24"x 12"I I >fi n3 FOO �e�t M'G V-d" - I FOonNu 3'd" ;'� 7, I M �, i e�Lorvt��e I M.GWFlo 10/7/20 mme%f NSW�N ON G G y I r O I :` I TN 9114120 PIP 5r I 5"cOwRelt Vo I I'l; I I WW CRAVE.5,P!'W _ • I 'r 1,\irro.r!�'1ti••,i.t:',�:�,�•,f7.�,.'•O',�r;�'Ii;.,:•.•�•-,r�..r�;l.I,t�::h, � 1' �XISfiNG GARAGE '• — — - ___. —. _ I�" I %M ON awe 5teP DOWN 1`011 PION OPEN ACCe551}f'olr.�i I OLD FOUNDATM WU fO NSW MAX 5M ' 1 f P05f AW 9.UVE5 FOOrINIG C`.LO�J SLAD ° — � NEW W.I.C. � • , nee FLOOR John G. Scarlato Jr. LEGALIZE EXIStit\,s ekMF5 13ATMOOM � Architect 5fAF5 Se FLOX, MIN, 33 Byram Hill Road Armonk,NY 10504 Phone:(914)273-7350 I V J fOOn1YA JGSCARLATO@GMAIL,COM I MOW 5LAD exl5nNu DEM5 MUM I ---------e---------•----------6----------� exl%%Mc ROOM Me FLOOR j `kAD -ITf�N A I NT I OR I ALT R NS AND I R NO ATIONS 119w F05f f0 FOUNVA11ON 3.1 BASEMENT/FOUNDATION b CONSTRUCTION PLAN DRAWING NO, — ——--— 10"CONUM DLOCK D ARc�r W&I.5 MP 24"x 12" 9'-01 FOOM45V-d" wl rMf/Vary ee Z Jr• 0 0A 4 13ASEMENT/FOUNDATION CONSTRUCTION PLAN SCALE 1/4"=1'-0 �.,OF Iq .� LEGEND DOOR SCHEDULE N1vcoN5T>arn ON _ :t•; NaWFOUNDATION LOCAnON NZE DOOR , J E)no CONMn3Y11ON 0 5fAY. 3"CROWN MOULDING „ TO FROM WiDMx1flair wa MAiiFK TYPE AhFAP RVL REAM C Ew5fiwfoveWwmO TO MATCH EXISTING • I FOYER PORCH/POUCO +5'-O"x 6'-8" LOCK g Oaf Aw•omw U55ION WOOD *aft 510iL 00 EX9FJORave MATCH EXISTING 2 WV•L LMN 2'-0"x6'-8" PA55ACJ; SaN COW MA50NIT 2PMIEL WOOD /f 17009INL4= COLONIAL DOOR TRIM 5 IWLWAY ow-0tt00M 5'•011x6'-8" PA55ALS 5a10 COW MA-SMIln: 2P/aL WOOD ® WWOWNUNDER 4 col.�a Kv ROOM 5'•0"xV-8" LOCK&oaf STEEL 2 PANEL tier& FIRE W OP SELF CLO511% SCHLAGE SOLID CORE MASONITI 5 W61ERDEDROOM 5fA?MLL 2'-8"xW-8' LOCK 506117 COW W,50NIA! 2PANEL NJOOD z ELEVAIIONLOCAIGN RESIDENTIAL 2 PANEL DOORS 6 1115 wiC W&ER DEVROOM 2'-0"x 6'-6" 5PECK SOLID CORE:MA50NIIB 2 FRIEL M,fK&WOOD HEAVY DurY POCKET VOOR AND wa BRASS LOCK TO MATCH EXISTING 9 we"ic MVERDEGROOM 2'-O"x6'-8' 5PECL9- 5aP7COPeMA5ON9 2PAeL MBfAL&WOOD ItAVYVUlYPOC9f000RM87IAa SET KNOB HOUSE PAINTED - 8 MASTER DAMOOM MJISTER DEOP.00M Z'-d"x 6'-8 SPECLN- 15"LGRE MA50M1E 2 PAIJ:L 96fAL 8 WOOD FEAVY DUTY POCKEf DOOR MID 1RAa . 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REFLACE�"ENT LLOi'AY 5EA9-CUSTOM MI fN INSI LAiED i I Wi IN RV PAU ab i wow OPENWGS UMA6E 5TU OVEP,�AV CO Aa Do0R5 Lt0ROOM#2 �' Lp I I �o�Mfalex�nNG .33 Byram HIIi Road Armonk,NY 10504 LL� RE-FPMAE LIf< FLAORM CL05EfIWO 09FLOOR 5LOPED AMI\!EW11�"M Phone:(914)273-7350 I UJEN CLO%f =WITP,RATE fO F.A 5E &V5fAR I I I CEIunG J C RLA O GMAIL' CXWi4 PLATFORM iRAY CELIW 2x12 a 16"_ f K�1f PA73 Wfog 9OOA9 �. I•W-L N f0 p!E'N A701fYJN FOR 9'-0'�. M55 �sr O I I I y FLAT CE LING t 14"10" I OT ROOF Cet 11Z lir �rNvow RAFTERS ASINO RESIDENCE 0 S�� guy I 2x8C 16"O.C. � —� I 202COLLAeTr-.-.5 � 6 LATON IA ROAD � coAr 10,5f5 _ 2x12 c 16". 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AI L VENT PET AIL. N . Of NOrLe55 tW+N NfOLAYERS of tR.'DElJ.AYAL"Nf CEf1J:NfED � � . 10[E1If.R.ORA5UP-MKIMFO-fRMOVFIEV001201$t r '.FWLrEUSEDNNKEaNOR1AILLNDE9A17/ENfA;t71)(fEI�FROM NOT TO SCALE fK1.176 SrEDGESCL'/LLPL'OF510a5110APO.IfNOrLE551PA4 24 W95(610 WO IMM fFE EXTEMOR ML LNE OF iFi 011thIJG UNPERLAYMENT AND ICE SHIELD REQUIREMENTS CODE REFRENCES 2020 N.Y.S.13.C. NOT TO SCALE New New gurrlNUM ALU,WhNVI GUr1EP.AND LEADER NEW OJOER AND LEMER w 61=9 AND PLUMIN7A9 ICE 591,17 FROM EAVES LEADER ICE 59ELD FROM EAVES GUTTER ANi7 24"MYOND IWEM '� „ ICE%eLD FROM EAVES 24" nn,�,�'50U) eer t7GGF•�oew,ew 24'MOW NrE1 a LEADER WALL BELOW 2 x 10 a I6 O.C. 2 x 10 a Id O.C. MOW 1NTErSOR WALL BELOW V"G WALL BELOW O ME MAIL iH5 PAM PITCH 7 ON 12 MCH 7 ON 12 C 5:E MAIL 1145 PALE) A (SEE MAIL 1H5 PALS) IOW 5R1' . n!v��.Ir»Sow ARCW1ECil1A FOOT '� NE GAr�-E .vS+ LIGTir N 10/1/20 VMAU 51;f 5N�1C2 E5 RiMpLu:30rE / O 9114120 Chin 5>f ARCNIrECiU A ROOF DOLM UP a: ICE�1_D FROM EAVES a 5 'A ES MAN 4 a m 2 x 10 a!b"O C. 2 x 10 a 16'O.C. 24"BEYGNt71NTE°TOP MOUIND t r� UnFITCH 7 ON 12 krW APU PifQi 7 ON 12 WALL BELOW n IGNf . . nMrjE�.iNE 3oYR � EIATr rEc Ens.-SP.eeF .. I I"x 14"LVL N069 GADLE f0 51Ed ROOF 1P.ANSIiiON Lle �XiSfING GAriL� 17OLOLE UP FRAMING %Ywadr O 5MP MID 9-5KNaE UMTiI A ROOF AS MOR50 ADD NeW FAW EAVE MV WOCMINE 3OYR Our fO NEW WN.L MOWN!!3OYR John G. MUM MA FOOT FIWAING FOR LOOK OFF I SINGLES A'7DIRONAI GAt3LE ,� W� �DOX AFCN TEGTUPJV.ROOT' 511n'QE5 Scarlato Jr. STEP"VALLEYFLA54 y' N`WFEGIJUID A5 fvEW D STRIP AND M-51,110.E D011 E Ir IOW n PIWI, EMM6 RUOr•A5 FRAlA NG N N Architect. �XlStING GADI MUM AUM Q a N N 20 VN•L5 fifAtERLI' 30YR9MM2f6COI LARfES ifU ICE SV FROM EAVES ARCHITECTURAL ROOF 33 Byram Hill Road e LATE 24"MY00 @QfEP.IO, 50ULE5 wSKY R O p Armonk,NY 10504 26 RO RAc1E15 w&L,BELOW LiGHr c� h 2:8 DGE (5 E DETAIL 1T95 pa) zxe�lb"o,c. �^' .zxe�ld"o.c. _ Phone:(914)273-7350 1110 10ON12 PiO 10ON12 JGSCARLATO@GMAIL.COM NEW 'C EN151%Eva EMVING GABLE ROOF CENremp ON CM-11a ALUMAIUTA DGOP.S A'V A1.I6+1.1 NG 1MM EXTERIOR YJALL BELOW. -• 61.11799 NIV Arm OLoMIZA OF 515TEP ROOF P.AFTEPS AS O CASINO RESIDENCE LEER FE01 FIV f0 5 CIM IK%MCOMVE DORM:RS Q 6 LATONIA ROAD Mew EX1511NG BR CK ~ RYE BROOK, N.Y. 10573 f0 DE A NJMIM141 OF 2 CHMrGY AS F,EOUi�r7 Cllf aAf.IC SJP.�P PN7I�-51'II2G.E — �Xr OA 005v G ROOF M MTMPRCH tE I plOyp ROOF FEET W ER I"1NE _ E AVE REOL�ED CLo5E5T ROOF OR St,LDBELOWENfix"Ecalrof S���ES Ma 10 ADDITION AND INTERIOR (SrE DETAIL M Pa) ALTERATIONS AND IOW cplcltf poor- ww ci p _ RENOVATIONS A"CNTEM..A.ROOF 20 ICE 5HeLD FROM EAVES '� 2 x 12 a 16"OL. 2:12 C 16"O.0 24"MYOW'NTERIOR �Xf51fNG G1A3L� STRIP fVdD kE-5 DNA E 5f1vGLE5 � P1fCN 10 ON 12 1`10 10 ON 12 WKI,D;.LOW NEW EASMO FOOT A5 4 (5F I!Mr.(h.Sr 5 PALEE) - - ALUNUNUM kEQUIIV _J/ fWa' 6urep,AND MICHTEC�ItUR/V ROOF NEW 5TAA17,N�SEAM METPL LEADER SNNA.E5 BAYRO•MOtiY New eorNG FIMIN16 E0n%FRAMN6 PU:NUNUM Gi11`rER New PLUMINWA NEW S Wrier,M^7 N o, 2 x 8 e 16"O.C. 2 x 8 e 16"O.C. 6EA'7ER AilMINI Iowa- ----R1fJ 10 o - 1r+ GUf1EP,AND �� A� O� LEADER 0�2 + ROOF CONSTRUCTION CLAN 02523��1��� 1 I \� OF NE34 SCALE:1/411=1^0 -�-..� - PRE-DEMOLITION NOTES: LEGEND 1.THE OWNERS AND THEIR CONTRACTORS SHALL BE FULLY RESPONSIBLE FOR INVESTIGATING, k VC0N5Mr_n0N IDENTIFYING AND ABATING ALL POTENTIALLY HARMFUL MATERIALS WITHIN THE STRUCTURE THAT fvrroLawanoN MAY BE DISTURBED OR AFFECTED BY THE PROPOSED WORK,ALL REQUIREMENTS OF N.Y.S.LAWS AND THE REGULATIONS OF THE MUNICIPALITY OF THE PROJECT SHALL BE FOLLOWED,NO EX15A,1+CON5WPONTO5fAY ATTEMPT IS MADE DURING OUR REVIEW TO POINT OUT ELEMENTS OF THE EXISTING CONDITIONS THAT MAY REQUIRE ABATEMENT.THIS STATEMENT PERTAINS TO ASBESTOS AND LEAD,BUT IS NOT C__�] DO%W6foo MUDVE17 LIMITED THERETO.IN ADDITION,ALL CONTRACTORS THAT WORK ON THIS PROJECT MUST COMPLY WITH THE EPA LEAD LAW WHICH TOOK EFFECT IN APRIL 2010. O 17009 NUMGER 2,CONTRACTOR IS RESPONSIBLE FOR ALL HAZARDOUS MATERIAL TESTS THAT SHALL BE REQUIRED BY THE BUILDING,MUNICIPAL DOB,OR NYS LAW,SUCH TEST SHALL BE DONE BY AN APPROVED, O WNPOVlNU,'113EP. LICENSED AND INSURED COMPANY AND SIGNED OFF BY THE BUILDING AND DOB PRIOR TO ANY DEMOLITION. •'8` ELEVAPONLOcaTIN 3.ALL DIMENSIONS ARE FINISH FACE TO FINISH FACE UNLESS OTHERWISE NOTED. x 4.ALL EXISTING WALLS TO REMAIN,OR ALL WALLS AFFECTED BY DEMOLITION OR NEW CONSTRUCTION TO BE PATCHED.PROVIDE CORNER BEADS WHERE REQUIRED;TAPE AND SPACKLE,PREPARED TO ACCEPT NEW FINISH,ALWAYS USE DIMENSIONS AS SHOWN,DRAWINGS ARE NOT TO BE SCALED. 5.BEFORE PROCEEDING WITH WORK,EACH CONTRACTOR AND SUB-CONTRACTOR SHALL THOROUGHLY EXAMINE THE EXISTING CONDITIONS AT THE PROJECT SITE TO ASSURE THAT THE SCOPE OF WORK CAN PROCEED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 6.PRIOR TO THE START OF REMOVAL/DEMOLITION,PROVIDE TEMPORARY DUST PROTECTION BETWEEN AREAS DESIGNATED FOR REMOVAL AND EXISTING TO REMAIN.PROVIDE TEMPORARY DUST PROTECTION ON A CONTINUOUS BASIS FOR THE DURATION OF DEMOLITION OPERATIONS, MINIMUM 6 MIL POLYETHYLENE SHEET SEALED WITH DUCT TAPE AS REQUIRED. 7.PROVIDE PROPER SHORE SUPPORTS PRIOR TO THE CUTTING AND OPENING OF EXISTING WALLS,FLOORS AND ROOF.RELOCATE/RE-ROUTE EXISTING PIPES,CONDUITS,INTERFERING WITH NEW OPENINGS. I REMOVE av remove a F IEMOVe BACK W�nvow5 1017120 VaMUl 5Ef u 1 COWFT17 PORCH rRhOVE OLP faE 9114120 OV 55f I 5EA50N ROOM \ I III DEMOLITION/REMOVAL NOTES. I I III d I 1.BEFORE PROCEEDING WITH WORK,EACH CONTRACTOR AND SUB-CONTRACTOR SHALL I (� III III �On THOROUGHLY EXAMINE THE EXISTING CONDITIONS AT THE PROJECT SITE TO ASSURE THAT THE SCOPE OF WORK CAN PROCEED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. CONDITIONS FOUND THAT WILL ADVERSELY AFFECT THE WORK SHALL BE REPORTED TO THE ARCHITECT PRIOR TO I PROCEEDING WITH THE WORK SET FORTH IN THE CONTRACT DOCUMENTS, I CA&PIII.YFEhmav Cn'EFILI.yeNmav W av ReAP,WA.1.0411 POP. EZEmm av mmDve av rTM V%1A10RI1 POP, WOW a I WNv 2.PRIOR TO THE START OF REMOVAL/DEMOLITION,PROVIDE TEMPORARY DUST PROTECTION BETWEEN ————— E'Eu AM7 PafCrtNG v —_ unNvnw ——— —— — W FUSE Mti7f'nfLr@�G tivI�OW AREAS DESIGNATED FOR REMOVAL AND EXISTING TO REMAIN,PROVIDE TEMPORARY DUST `——r—^' — — — ------� r----- - _ ----- = ---� Jn i nl----- --- PROTECTION ON A CONTINUOUS BASIS FOR THE DURATION OF DEMOLITION OPERATIONS.MINIMUM 6 —— — ------- -- MIL POLYETHYLENE SHEET SEALED WITH DUCT TAPE AS REQUIRED, '`� �y �/w�IL—:::_`.S�JI , John G. ��__1J I 3.PLUMBING AND ELECTRICAL REMOVALS:PRIOR TO THE REMOVAL OF ANY PORTION OF THE EXISTING p y( PLUMBING OR ELECTRICAL SYSTEM COMPONENTS THE CONTRACTOR SHALL ARRANGE FOR THOSE Scarlato Jr. PORTIONS OF THE SYSTEM INDICATED FOR REMOVAL TO BE DISCONTINUED,AND WHERE REQUIRED, MA50 aAi}OOM HALL 130 I I III RE-ROUTED AS INDICATED ON DRAWINGS, a o I MOVE 4,EXISTING ELECTRIC PANELS,GAS METERS OR WATER METERS TO REMAIN. o GLtf EXISTING KItCHEN L_ _�Wf�! I#I Architect O 5,1TEMS INDICATED FOR REMOVAL ON DEMOLITION DRAWINGS INDICATE TYPICAL WORK ITEMS,THE a III I IEh GW5 33 Byram Hill Road (17ROOM - wl.now5 SCOPE OF WORK IS NOT LIMITED TO,AS INDICATED ON THE DRAWINGS,BUT INCLUDES WORK ON ALL MAS�P. � � Armonk NY 10504 AREAS AS REQUIRED TO COMPLETE THE SCOPE OF THIS PROJECT,WHETHER OR NOT INDICATED. 76°=`' MovE Ewsr�aG r p.Aa voo� MIM ExlS NU u.A.Aa voor5 ___ l w (— —Imo'% �F j Phone;(914)273-7350 6.ALL EXISTING BUILDING PARTS INDICATED FOR REMOVAL SHALL BE REMOVED IN THEIR ENTIRETY.ALL — —— — — —— — — I i'-� '-� ——J I JGSCARLATO@GMAIL.COM EXISTING BUILDING ELEMENTS NOT INDICATED FOR REMOVAL SHALL BE RETAINED AND SHALL BE SAFEGUARDED AND PROTECTED FROM DAMAGE OF ANY KIND. C———. �a�——————————J OPEN wk FOtz�� I " REMOVE 7.ALL REFUSE AND DEBRIS CREATED BY THE WORK OF THIS PROJECT SHALL BE REMOVED FROM THE PEILKE N�Wn00R p //\�`-ICI V�ALt CASINO RESIDENCE PREMISES AND LEGALLY DISPOSED OF AT AN OFFSITE LOCAT'ON DAILY, m vow I ICI �sr HALT, 6 LATO N IA ROAD 8.ALL OCALDBU!DING AND EELECTION AND TRIICAL CODES,O S.H A SAFETY REGULATIONS AND OVAL WORK SHALL BE PERFORMED IN STRICT CONFORMANCE E WITH �s�� RYE BROOK, N.Y. 10573 REGULATIONS HAVING JURISDICTION INCLUDING THE BUILDING OWNER AND MANAGEMENT. 9.THE GENERAL CONSTRUCTION CONTRACTOR SHALL COORDINATE THE SEQUENCING OF THE DEMOLITION WORK AND OTHER WORKS WITH THE WORK OF THE PLUMBING,ELECTRICAL AND ADDITION AND INTERIOR MECHANICAL SUB-CONTRACTORS. s ALTERATIONS AND 10.ENTIRELY REMOVING EXISTING WALLS(SHOWN DASHED IN DRAWINGS)FROM CEILING TO FLOOR RENOVATIONS INCLUDING BASE,TRIM,DOORS,WINDOWS AND FRAMES.REMOVE ENTIRELY ALL MILLWORKS, COUNTERS,CABINETS AND ITS SUPPORTS.REMOVE ALL CONDUITS,PIPES,SWITCHES,OUTLETS,AND ETC.ON ALL EXISTING WALLS TO BE REMOVED.BEFORE PROCEEDING WITH THE WORK,COORDINATE n II � Fft11oVE I I WITH OTHER CONTRACTORS TO VERIFY THAT SERVICES ARE DISCONNECTED.REFER TO DRAWINGS FOR p �PLA'e ii \1 ftL I i THE EXTENT OF THE WORK,WHERE REMOVAL HAS OCCURRED AND EXISTING CONDITIONS ARE FOUND I IIIII w1wow THAT AVERSELY AFFECT THE WORK AND REQUIRES RELOCATION,RELOCATE SUCH ITEMS AS DIRECTED ———� — DEMOLITIO�1 PLANS BY THE ARCHITECT AND THE OWNER. FEN�OVE E1a511NG vOWWINDOW 11.PROVIDE PROPER SHORE SUPPORTS PR OR TO THE CUTTING AND OPENING OF EISTING WALLS, 5ipr-LGirAtoopfNw&L At•: ` F FLOORS OR ROOF.RELOCATE/RE-ROUTE EXISTING PIPES AND CONDUITS INTERFERING WITH NEW E3eEcr.FAcraPa:New vori;I OPENINGS. REMOVE EwSfIAG I II KC IrIEP� _ 5foor_ J 12.CUTTING AND PATCHING SHALL BE PROVIDED WHERE WALLS ARE DEMOLISHED,INSTALLED OR _WWDOVVS_ _WIWOV15_ MODIFIED AND SHALL BE PERFORMED IN A FIRST CLASS MANNER,ALL FIN'SHES SHALL BE RESTORED TO =� G MATCH THE ADJACENT FINISH. — —— —— - O AgO�✓A 6CAq� �r 13,ALL EXPOSED ROOF SURFACES'SHALL.BE PROTECTED•AT THE END OF EACH WORK DAY BY MEANS O OF BEST STANDARDS AND PRACTICES.ROOF EXPOSURE DUE TO DEMOLITION OR REPLACEMENT OF MATERIALS SHALL BE COVERED FROM WEATHER DESPITE FORECAST BY TARP.OPENINGS IN Q - h�.�,,, * E#E• FENESTRATION'SHALL BE COVERED BY'PLAST,C SHEETING AT A MINIMUM•AND PLYWOOD IF SECURITY F1I\5T FLOOR DEM IOLITION L/\N OF THE STRUCTURE IS AT ISSUE. — 222no y��; �� SCALE:1/4��-1 i_0i 0l=N ELECTRICAL LEGEND NEW MCOP.A 5149fCH 511daE POLE - 3 NEW GECOP.A 5 WAY 5W1fCH 14 ww t7ECOP.A 9 WAY 5'MfCH... I ( WN•0� NI5 WiC L$ D new rrcoPA 9 hU�*R Sv��rcH htOlP�lf II 4h rZW ROM RECEPX& 000 NEW wokA GP, w Fxv cvcuf MEMPf WCERX& new 9EcoRAam w?ncn. . I I MA51rrp 1h - . NEWFV19 ouraf 'v 11EW fV CAME Oulef I 1Ep Wp00 5CC I O NEW RECE5%D LED DOWN Lwr • � _ 5"wwn:SAfFEL . Ncp C CSC - O N:W MLE55ED VhC(E DOWN LIGHT 5 PFrEL W ITHLEN5 . ( _ _ _ _ .._.__ _. :....._..:.__...__.. .• -, -• .. ............ -•••--•--............_...........'... .__.:._,.,.. .. 5 ..._...W1F,En'SMUr�E'DETECtOE ... _ b © W RED CMON WDNOXI9E DEfE X •ice ... .. .. C M00 DEiELtOR • - SVNfCN[�LL7W I •O �V'lI�D 5�Vi0I'.E/CARDOh!MONO}09r 0 i I I E 3 jKvoN ooz Fo?LwrfixuE wn,L 5CONCE.NUION PDX Q wn.L wa+r".ioN PDX L f ( I I CELING FAN RE nf0nP XW-f►oN vOX SECOND FLOOR REFLECTED CEILING/ ELECTRIC FLAN SCALE:1/4"=T-0' RE-USED Of CK f0 wYJ 5EN50P.SpOf UGfU NiW N50R SPOT LIC�'if MEW/41,19 twcH f0 I�EW SEN501;SPOT Ll�if U%w 41-WIM few I O/-7/20 VAR Ma a%f �A'H M WMSf I7 FIN Fr9G- feeze �a— A»,5 9i Lt— GFa 9/i4/20 DIP Set p00M G a 'ta•'�N I 9FLACE DOOP,VdtM hr�f F a CI FIM P,A912 5ELF i CLOSING 59EL DOOP, I I NV FP.AAE —-a— IMN16 pooh II II HALLWAY I I II I John G. oaf c b II Scarlato Jr. OATH 2 - _ _ _ _ _ T _ _ — - —u — — Architect. GPa HALL 0AtH o, 33 Byram Hill Road " Armonk,NY 10504 I I c@Phvne:(914)273-7350 JG SCARLATO GMAILCOM 0eppF TlooM#2 I OI LIMN �.A o.M I I CASINO RESIDENCE O 6 LAT NAR A H�L 1 I I RYE BROOK, N.Y. 10573 coAt I I I LIVING.ROOM ADDITION AND INTERIOR I I ALTERATIONS AND RENOVATIONS O -ELECTED C 1L G/ l— — —J Jai b LECTRIC PFA Gtti�.00M#3 GVROOM#q f pOCO r G pif �0 Aqc� 2 l� r _ FIRST FLOOR REFLECTED CEILING/-.ELECTRIC FLAN SCALE:1/4"=T-0 ' of rf-�r-`� 2020 RESIDEWIAL CODE TABLNGSIZ3.1 SECTION R507 MINh11UtJl F0071 SIZE FOR DECKS TABLE R507.6 TABLE R507.6 EXTERIOR DECKS LOAD BEARING VALUE OF SOILS'•(pep DECK BEAM SPAN LENGTHS"all(feet•Inches) DECK JOIST SPANS FOR COMMON LUMBER SPECIES(ft.-In.) OF NEW Y 0 K STATE LIVE OR DECK JOIST SPAN LESS THAN OR EQUAL T0: ALLOY/ABLE JOIST SPAN° MAXIMUM CANTILEVER" GROUND TRIBUTARY 1600 2000 2600' 23000• SPECIES SIZE R507.1 Dicks,Wood framed decks shall be in accordance ° troop SPACING SNOW AREA Side of a Diameter of o Side of a Diameter of a Side or a Diameter lit o Side of a Diameter or a SIZE with this Section.For decks using materials and conditions LOAD' (sq.it•) a uare fooling round tooling Thickness square rooting round fooling Thickness square rooting round footln Thicknoss square fooling round footln Thickness 8 0 10 1Z 14 1s 18 SPECIES' SpAC'NG OF DECK JOISTS OF DECK JOISTS WITH CANTILEVERS° not prescribed In this section,refer to Section R301, (Pso q(Inches) (Inches) 0nches) (Inches)9 (Inches) (Inches) (Inches) (Inchos)8 (Inches) q(Inches)9 (Inches)9 (inches) (Inches) I-2x6 4•II 4-0 3-7 3-3 3-0 2-10 2-8 (inches) R507.2 Materials,Materials used for(be 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 tz 1s 24 12 16 24 decks shall comply with this section, boards,stair treads,guards and handrails containing 40 14 16 6 12 14 G 11 14 6 12 14 62 x 6 9-11 9-0 7-7 1-3'" 1-4 1-6 wood,cellulosic or other biodegradable materials shrill Go 17 19 6 15 17 G 13 Is 6 12 14 6 1-�2 x 10 T•0 G 0 S-5 4•IL 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 be deco resistant in accordance with ASTM D7032, so 20 22 1 17 19 6 i5 17 6 14 16 6 1-2 x 12 R-3 7-1 G-4 5-10 5.5 5-0 4-9 Soulhcm pine grade or better lumber,preservative-treated in accordance y 40 2 x 10 l6.2 I4-0 1 I-5 3-4 3-G 2-10 with Section R317,or approved,naturally durable lumber, R507,2.2,4 Termite resistance,Whcrq required by 100 22 25 8 19 21 6 17 l9 G is 17 6 2-2 x 6 8_l 5-1 h 6-9 6.2 4-6 4-3 4-0 and termite protected where required in accordance with Section 318,plastic composite deck boards,stair trends, 120 24 27 9 21 23 7 19 21 6 17 19 6 2-2 x B 8-9 7-7 G-9 G•2 5.9 5-4 5-0 2 x 12 18.0 1G-6 13.6 4-G 4-2 3-4 Section R318.Where design to accordance with Section guards and handrails containing woad,cellulosic or 140 26 29 10 22 25 8 20 23 7 18 21 G Soulltcm pine 2xG 9-G.. 8-B 7.2 1-2 1-3 i-5 2-2x 10 10-4 9-0 8-0 74 6-9 6-4 6-0 Douglas fir-larch", 2 x 8 12-6 I l-I 9-1 t•I I 2-1 2-3 R301 Is provided,wood structural members shall be other biodegradable materials shall be termile resistant 160 28 31 11 24 27 9 21 24 a 20 22 7 2-2x 12 12-2 10-7 9-5 8-7 8-0 7-6 7.0 designed using the wet service factor dcrinod in AWC in accordancd with ASTM D7032. 20 12 14 6 12 14 6 12 14 G 12 14 G spruce>'' 3-2 x 6 8-2 7-5 6•8 6.1 5-8 5-3 5-0 spruce-pine-Tit'', 2 X 10 15-8 13-7 I1-I 3-I 3-5 2-9 NDS,Cuts,notches and drilled holes of preservative- R507.2.2.5 Installation of plastic composites.Plastic 40 Is 17 6 13 is G )2 14 6 12 14 6 2 x 12 18-0 15-9 12-10 4•6 3-I1 3-3 treated wood members shall be treated in accordance with composite deck boards stair treads cords and hand- 60 19 21 6 16 t8 6 14 16 G 13 Is 6 3-2 x B 10-10 9-6 8-6 7-9 7-2 6-8 G�1 P r ,guards 2 x fi 8-10 8•0 7-0 1-0 1-1 1-2 Section R317.1.1.All preservative-treated wood products rails shall be installed in accordance with this code and 3-2x 10 13-0 11-3 10-0 9-2 8.6 7-11 7-G Redwood In contact witli the ground shall be labeled for such usage. so 0 21 24 8 19 21 G 17 19 6 IS 17 G , the manufacturer's instructions, 3-2 x 12 15-3 13-3 11-l0 10-9 10-0. 9.4 8-l0 wcslom cedars. ,2 x 8 11-8 10-7 8-8 1-8 1-10 2.0 Igo 24 27 9 21 Z3 7 19 2I G 17 19 G ` 11507,2.1.1 Engineered wood products.Engineered R507.2.3 Fasteners and connectors.Metal fasteners and 120 26 30 to 23 26 8 20 23 7 19 21 6 3 x 6 or 2-2 x 6 5.5 4-8 4-2 3-10 3-6 3-1 2-9 ponderosa plum, 2 x 10 I4•11 13•0 10-7 2-8 2-10 2-Bred pinewood products shall be In accordance with Section connectors used for all decks shall be in accordance with 140 28 32 It 25 28 9 22 25 8 20 23 7 3 x Sar2-2 x B 6-10 5-11 5-4, 4-10 4-6 4-1 3-8 2 x 12 17-5 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 8-4 7.3 6-6 5-I I 5-6 5-I 4-8 For SI:1 Inch-25.4 mm,I foot-304.8 min,I pound par square rout-0.0479 kPu,I pound-0 454 kg. R507,2,2 Plastic composite deck boards,stair treads, R507.2.4 Flashing.Flashing shall be corrosion-resistant 20 12 N 6 12 14 6 12 14 6 12 14 6 n.No.2 grade with wet service rnelor. guards,or handralls.Plastic composite exterior deck metal of nominal thickness not less than 0.019 Inch(0.48 40 16 19 6 14 16 G 13 14 6 12 14 G Douglas fir-larch`, 3 x 12 or 2-2 x 12 9-8 8-5 7-6 6.10 6.4 5-11 5-7 b,Ground snow load,live lead-40 par,dead load-10 pbf,Va-360. -boards;•stair(rends,-gunrds and handrails shall comply nun)or approved nonmetallic muterial that is compatible hem-fir', 4 x G 6-5 5-6 4.11 4-6 4-2 3-11 3-8 c,Oround snow load,live land-40 par,dead land-10 per,UA a 360 at main spat,UA-180 nt candlover with a 220•pound pohut loud applied to end PP P 60 20 23 7 I7 10 G Id 18 G t4 lG G spruce-pine-fir', d.Includes Incising fnelor. with the requirements of ASTM D7032 cold this section. with file substrate of rho structure and die ducking materl_ 4 x B 6-5 7-3 6-6 5-I I 5•G 5-2 4-10 g 80 23 26 9 20 23 7 18 20 6 l6 19 G redwood, c.Northern apcelcs with no incising fnelor. R507.2.2.1 Labeling.Plastic Composite Ueck boards als. 60 10n 16 29 10 22 25 8 20 23 7 IB 21 G wester»cedars, 4 X 10 9-11 8-7 7-8 7-0 6.6 64 5-8 f,Candlevcred spats not exceeding ilia nominal depil of the joist are pennlmcd. and stair trends,or their•puckaging,shall bear a label R507.2.5 Alternate Materials,Altemallve materials, Ito 28 32 11 25 28 9 22 25 a 1 20 23 7 1 ponderosapine1 4 x 12 11-5 9-11 8-10 8-1 7-6 7.0 6-7 that indicates complinnce.with ASTM D7032 slid red pine __..._r_._._......._7.___...y._........____,'_....._._..:...... ................ _.._. R507.3 Foot alas Decks shall be supported on concrete foot- 160 3] 35 I2 27 30 l0 24 27 9 22 24 8 p t '• - 3-2 x 6• 7-4 � 6-B �6-0 5-6 5-( d-9 4•G• - •�• •��•�. ���� ��•� TABLE R507.7 includes the allowable load and maximum allowable p trio 3 span determined in accordance wlUt ASTM D7032. g PP 37 l3 28 32 I I 25 29 10 23 26 9 3-2 x 8 9-8 8-G 7-7 G-l1 G-5 6.0 5-B MAXIMUM JOIST SPACING FOR DECKING' MAXIMUM ON-CENTER JOIST SPACING Plastic or cci)1 ositc.Itohdruiis".end""guards,or their..:.ings or other.approved structural systems designed to nccom- 20 12 14 G 12 14 6 12 14 6 12 14 G 3-2 x 10 12-0 l0-5 9-4, 8-G 7-[0 7,4 6.11 DECKING MATERIAL TYPE AND NOMINAL SIZE ° p "'triodtitc'all loads!n accordance with Section R301,DCCiC 40 IB 20 fi I5 I7 G 14 IS 6 12 14 G . Deckingperpendiculo perpendicular Decking diagonal lojolst packaging,shall bear a lab'el'that indicates compliance 3-2 x 12 13-11 12-1 10-9 -9-10 9-1 B-G B-1 with ASTM D7032 and includes the maximum allow- footings shall be sized to carry ilia imposed loads from the 60 21 24 8 19 21 6 17 19 6 15 17 6 1/,-inch-thick wood 16 inches 12 inches abledeck structure to the round as shown in Figure R507.3.The For SI:1 Inch-25.4 ram,I foot-304.6 min,1 pound per squnm real-0.0479 kPa,I pound-0.454 kg, D70 span determined In accordance with ASTM g g 70 80 25 28 9 21 24 8 19 12 7 18 20 G a,Ground snow fond,live load-40 d dead load= 0 2-inch-thick wood 24 inches I G Inches D7032. footing depth shall be in accordance Wltlt Section R403.1.4. 100 28 31 11 24 27 9 21 24 8 20 22 7 pit, 10 psr,VD-360 at unaln span,VA I80 at eontllcvcr w'lh a 22D•pound point load applied at the end. b.Beams supporting deck Jolels from one tide only. I Plastic composite I In accordance with Section R507.2 In accordance with Section R507.2 R507,2,2,2 Flame Spread Index.Plastic composite Exception: Free-standing decks eonslating of joists Ito 30 34 12 26 30 10 24 27 9 21 24 8 c.No.2 grade,wet service factor. d Beam depth shall be greater Wan or equal to depth orjoisls with n hush bean condition, Per SI:1 inch-15.4 lam,l foot=304.8 ram,l degree=0.01745 cod. deck boards,stair treads,guards,and hnndrails shall directly supported on grade over their entire length, trio 33 37 13 28 32 11 25 31 10 23 26 9 e.includes incising factor. B perpendicular o.Maximum angle of 45 degrees from c endleuinr for wood deck hoards. exhibit Q flame spread 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 z5 2a 9 r.Northern species.luelsing raelor not included tested in aeeordeneo with ASTM EB4 or UL 723 with footings shall be In accordance with Table R507.3,1, For SI:I tacit-25.4 tnn6 I square foot-0.0929 in,I pound per square fool-0.0479 kPn. c.Assumes mlulmum square footing to be 12 inches x 12 Inches x G Inches far G x 6 post. S.Beam wntilcvcr's ore limited to the adjacent beou's span divided by 4, the lest specimen remaining In place during the test based on the tributary area and allowable soil-bearing n,Interpolation permitted,eximpolrtiou not permiilcd, ut Irthe support is a brick or CMU pier,Iho footing shall have n minimum 2-Inch projection on all sidcv. SHEATHING Exception:Plastic composites determined to b3 pressure In accordance with Table 11401,4,1. b.Based un highest land case:Dend+Live or Dead+Snow. e.Area,to square feet,ordeck surface supported by post and footings. TABLE R607.9.1.3(1) noncombustible. DECK LEDGER CONNECTION TO BAND JOIST'- NOTE. SIDING (Deck live load=40 sf,deck dead load a 1D psr,snow toad 5 40 psr) THIS DETAIL IS APPLICABLE R507.6,2 Deck,joist lateral restraint.Joist ends find p WHERE FLOOR JOISTS ARE FLASHING FOR TABLE R607.2.3 6 I"MINIMUM FOR JOIST SPAN PARALLEL TO DECK JOISTS. WATER TIGHTNESS FASTENER AND CONNECTOR SPECIF(CAYIONS FOR DECKS" bearing locations shall be provided with lateral resistance BEAM SPLICES.--- CONNECTION DETAILS 6'and lass B'1"to 8 B'1"1010' 10'1"to 12' 12'1"to 14' 14'1'to iG' 111 1"to 18' to prevent rotation,Where lateral restraint is provided by BEAM SPLICE IF REQUIRED �` On•conlar s DECKING ITEM MATERIAL td NIMUrA FINISHICOATING ALTERNATE FINiSHfCOATtNG• ( ) ,.- ' spacing or fasteners Joist hanger's or blocking between joists,their depth shall OF REQUIRED) , , in accordance with Stainless steel,silicon bronze or MUST OCCUR ti /�inch dinmeter log screw with/i Inch Nalls and timber rivets llot-dipped galvanized per ASTM A 153 equal not less than 60 perccut of the joist depth.Where lot- -'�.' ,:'-,-. "e 30 23 18 15 13 It 10 ASTM F1667 capper OVER POST � Z�`�� mnxlmutn sheathing APPROVED JOIST HANGERS oral restraint is provided by rlin joists,they shall be ,�'�_ 0 O ��r '/Inch diameter bolt with'/-inch maximum Bolts, In nccordnnce with lion-dipped galvanized per ASTM A153,Class C secured to the end of each Joist with not fewer(lien three �` O p (I� ' = 36 36 34 29 24 21 19 2 MIN. 2x LEDGER WITH FASTENERS Log screws' ASTM,A307(bolts) (Class D far'/-inch dinmeter and less)or mechan]-Slnlnless steel silicon bronze or �11a r Ilh'J shcntliingd IN ACCORDANCE WITH TABLE R607.2 ' 10d(3-inch by 0.128-inch)(76 min by 3.3 min)nails or t° { IYYY /Inch diameter bolt with 1-inch m°xhnum (including nuts mid ASTMI A563(nuts), catty galvanized per ASTM BG95,Class 55 or 410 copper ((free No.lOx 3-inch 76 min Ion wood screws. """ I i- ° 3G 36 29 24 21 IS 1G wushers) ASTM F844(washers) stainless steel ( ) g o„tr sheathing HOLD-DOWN DEVICE MIN 760 LB.CAPACITY ASTM A653 type 0185 zinc coated galvanized R507,7 Decking.Maximum allowable spacing for oists sup. APPROVED-- I FLOOR JOISTS AT 4 LOCATIONS,EVENLY DISTRIBUTED yes g g• P 6 J P' POST CAP For St:1 inch-25.4 min,I root-304.8 ram,I pound per square foot-0.0479 kPn. ALONG DECKAND ONE WITHIN 24"OF EACH Per mmturacturer's steel or post hot-dipped galvanized per ASTM porting decking shall be In accordance with Table R507.7. a.Ledgers shall be flashed In accurdanco whh Section R703.4 to picvenl water treat conlncliag the house band joist. END OF THE LEDGER.HOLD-DOWN DEVICES Metal connectors Stainless steel SHALL FULLY ENGAGE DECK JOIST PER specification A123 providing a atinlnmm average canting Wood decking shall be attached to each supporting member BEAM OVER POST CAP BEAM OVER POST b.Snow load shall not be nssttmed w net concurrently with live loud. HOLD-DOWN MANUFACTURER. weight or2,0 oz,/(t'(total both sides) e.Tire tip of We Ing screw shall folly extend beyond[lie Inside Ihcc orthe hood joist. with not less than two Sd threaded nails or two No.B wood d.Shrothlug shall be wood strucluml panel or solid sawn lumber, For SI:1 Inch-25.4 mat,I fool-304.8 ram. screws.Other approved decking or fastener systems shall be a.Sheathing shalt be permitted to be wood structural panel,gypsum board,fiberboard,lunrbor or ronm Accihing.Up to'/,-hrch Wlckneu orsracked washers A FULLY THREADED'/o"DIAMETER LAG o.Equtvnlont materials,coatings anti flalshos strait be permitted Installed in accordance with the ntonufacturev's Installation For SI!I Inch-25.4 mar. shall be crmllied to substitute for u to'/Inch of attownblo shenthin thickness where combined with wood structural atiel or lumber shavhln b.Faslencr t and connceturs exposed to soil writer or located within 300 fed lira cult water shoreline shall be sininicss steel. FIGURE R507.6,1(1) p p ' 8 p B TO SCREW PREOF TO DWI MIN,3'PENETRATION c.Holes for bolls shnll be drilled a minlmum 4„Inch and a maximmin I/,a Inch larger Ilion Wo bolt. requirements, TO CENTER OF TOP PLATE,STUDS,OR HEADER. DECK BEAM TO DECK POST d.Lag screws'/,Inch rind larger shnll be predrilled to ovoid wood splitting per lite National Design Speeifreotlon(NDS)for Wood Construction '� i.:'i, ;';, _; ,..�` a TABLE R507.9.1.3(2) Fur St:I Inch=25.4 ram,I foot-304,8 min o.Sminlces•clecl-driven Postcntcrs shall bo In nxotdatco whh ASTM F1GG7. R507.8 Vertical and lateral supports,Where supported by �MCtJI rH;{;,;:-- ,...., n _, �_ attachment to an exterior wall,decks shall be positively �•;i ;h__ M1�lMUM?... -,;•. PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND SAND JOISTS ',I "' FIGURE R507.9.2(2) anchored l0 lltc primary StRlClute and designed for bout Verfi- _ MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS DECK ATTACHMENT FOR LATERAL LOADS IT MIN MANUFACTURED POST CONNECTOR cal and lateral loads.Such attachmcnl shall not be nccom- �' `'' 1'' ``1`'= "'ca 1 *. TOP EDGE BOTTOM EDGE ENDS ROW SPACING iN ALLOWABLE SOILS / ;,SINGLE•l:Y�Ai'i., r 1 MULTIPLE-PLI��EAiyI`:;, I: Lcd et' 2lncbesa '/inch 2 inches° I'/inches' � kn del 1'�h?t/1F ISZe�IIPt..1 TYPICAL PTPOST plished by the use of toenails or nails subject to withdrawal. >..-.;.;..; ;. ,I,. -,•,._;:-_ �•,. g + ' `'a i ?.,.' =I Band Joist! '/,Inch 2 Inches 2 Inchesh I'/�luchcs° ti / ti For decks with cantilevered framing members,connection to `�i' �.,,, ,, '.::�• L .. / l ,.l_,. is , L. , ,�. 1.',t exterior wells or other frnntlttg members shall be designed and ,,;�:_''._'':• �j1/2;l]IA�11 �.• For SI:I Inch-25.4 min. 6124120 155117 POP,PpICING fWI7 pl:t;M 1' (. .�:,., 12 constructed to resist uplift resulting from the full live load _ `' ROUGH OLTs::J�:,,; ,, o.Log screws or bolur eltall be snogBercd IYom the lop to die bottom ulortg tho horizontal run arthe deck ledger In accordance with Figure R507.9.1.3(1) TF! _ *1 'c: GRADE _ IF specified in Table R301.5 acting on(lie cantilevered portion of r.' :'�O♦Z ApJdROjIED .1 ,,, t b.Mnxlmura 5 inches. _EQIJ 1)f�L E�IT.:; c.For cnglnoercd rim Joists,ilia manurneturer's recommendations shall govern. MERE the deck.Where positive connection to the primary building ,• '•: ) d.The minimum distance from bottom row ones screws or bolls to Ilia to edge of the ledger shall be In accordance with FI ure R507.9.1.3(I). In structure cannot be verified during inspection,decks shall ba `cpN ECIO 1 8 P s s 0 _ r i �; self-supporting. { n I- ; 'S'•"I;t. STAGGER FASTENERS ' •' ' e R507.8 Vertical and lateral supports at band Joist.Vertical '0 9}'NO r ° '` IN 2 ROWs _ll 9 �_•^ ,• '• _ ,T� - :,' and lateral supports for decks shrill comp! with this section. •--'�1: , to y ...,,.I.•` •,.,.l-,-. '^-- A ri tt..7 es uart;'r•,;ar C.•' �:��RI�{G,, c �1 i © ® O b.6"MIN.FOR 2 X B' 'DISTANCE SHALL BE PERMITTED TO DIAMETER_,� R507.9.1 Vertical supports.Vertical loads shall be trans- r:�` • '•".'.; .•••: i 2 ..r .' " 6.5"MIN,FOR 2 X 10 BE REDUCED TO 4.6"IF LAG SCREWS .t., 6 MAX DEPTH PER TABLE THROUGH BOLTS Fcrrcd t0 bond joists with ledgers in accordance wlllt this t Wm BPLIOEy-=�;+.,, �..� 7.6"MIN,FOR 2 X 12 ARE USED OR BOLT SPACING IS PER TABLE IN BOTH DIRECTIONS MINIMUM 12" g ' ry 1 • ""+.'::•• r _ NOTE:DIRECT SCREWS* j section. - ,i,: i REDUCED TO THAT OF LAG SCREWS OF EMBEDMENT - TO BAND X B LEDGERS TO 2 X B j'i �' V MIN. BAND JOISTS. 4"GRAVEL R507.9.1.1 Ledger details.Deck ledgers shall ben ; :; � -�4'' .::Y`", ;r=q'' - �'•,. LEDGER LAG SCREW OR BOLT 314"MIN. NOTE: minimum 2-inch by 8-inch(51 innn by 203 trim)nomi- �1i 'r POSTS MUST BE CENTERED ON OR IN FOOTING nal, pressure-preservative-treated Southern pine, '(� 4 �' �; 4 J i `i:l•,`:; °I,I: ;r:J'.I;��j rlsJl.I s For SI:I Inch-25.4 min. John G. Incised pressure-preservative-treated hem-fir, or W �..••• '�:, - ForSi:1 Inch 25.4 ntm, approved natural) durable No.2 grade or better luni- !''`; I!"1 " r" =1�', FIGURE R607.13A.3(1) PP Y g -'1`' I PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FIGURE R507.3 bcr,Deck ledgers shall not support concentrated loads I I f :' f `'',1 DECK POSTS TO DECK FOOTING CONNECTION from beams or girders,Deck ledgers shall not be sit = "t s` f i'' ''` 'z'° Scarlato Jr. R507.5 Deck beams.Maximum allowable spans for wood ported on stono or mosonry veneer. R507,3.2 Minimum depW.Deck footings shall extend deck beams,as shown In Figure R507.5,shall be In accordance below the frost line specified in Table R301.2(1)in actor- g R507.9,1.2 Band Joist details.DRnd joists supporting a EXTERIOR SHEATHING Architect with Table R507.5.Beam plies shall be fastened with live rows For SI:IInch-2s.4 utm dance with Section*R403.1.4.1, ledger shall be n minimum 2-inch-nominal(51 mm), of lOd(3-inch X 0.128-inch)nails minimum at 16 Inches trios solid-sawn,spruce-pine-fir or better lumber or a mini- FIGURE R507.5.1(2) EXISTING STUD WALL Exceptions: min)on center along each edge.Bennis shall be permitted to I NOTCHED POST-TO-BEAM CONNECTION 1.Free-standing decks that meet all of the following cantilever at ench end tip to ono-fourth of the allowable bean munn 1-inch by 9/,-hick(25 film x 241 ram)dinien- 33 Byram HIII Road span.Deck beams of other materials shall be permitted where sional,Douglas fir or better,laminated veneer lumber, PRIMARY EXISTING 2x BAND JOIST criteria: p P Rod 'PRIMARY OR ENGINEERED RIM BOARD Armonk NY 10504 I.I.The mists bear direct! on recast con- designed in accordance with accepted engineering prnctices. Band joists shall bear fully on die primary structure FOR CANTILEVERED STRUCTURE STRUCTURE-\ ' J Y P capable of supporting all required loads. JOISTS Phone:(914)273-7350 Crete pier blocks at grade without sup- R507.5.1 Deck beam bearing.The ends of beams shall BLOCKING OR port by beams or posts. have not less than l t/,inches(38 ram)ofbearing oil wood R507.9.1,3 Ledger to band,joist details.Fasteners RESTRAINT OTHER ERAL LEDGER LEDGER 2"MIN. DECK JOIST JGSCARLATO@GMAI LCOM 1.2.The area of the deck does not exceed 200 or metal and not less Ulan 3 inches(76 mm)of bearing on used in deck ledger connections in accordance with REQUIRED OVER BOARD JOIST BOARD 1°%"MIN. square feet(18.9 lit'). concreto or masonry for the entire width of the beam. Table R507.9.1.3(1)shall be hot-dipped galvanized or BEAM 1.3.The walking surface is not more than 20 Where multiple-span beams bear on intermediate posts, stainless steel and shrill be installed in accordance with 5"MAX. -LAG SCREWS OR BOLTS Inches(616 mm)above grade at any each ply must have fall beating on the post In accordance Table R507,9.1,3(2)and Figures R507,9.L3(I)and 2"MIN, CASINO RESIDENCE point within 36 Inches(914 min)urea- with Figures R507.5,1(1)and R507.5.1(2). R507,9.1.3(2), JO;ST JasTs o.•' o••o stiit:d horizontally from the edge, - JOISTS BEAD HANGER FLOOR FRAMING o.�"0 6 LATO N IA ROAD _ HANGER EACH END a 2.Free-standing decks need not be provided with R507.5,2 Deck beam connection to supports.Deck R507.9.L4 Alternate ledger details.Allemate fram- BEAM bo¢a,v�a JOIST HANGER beans shall be attached to supports in a munnar capable of in configurations su ortin a led ledger constructed to a o P' RYE BROOK, N.Y. 1 0573 footings dint extend below the frost line. PP p gsupporting g posT(BEYOND EXISTING---o:,p�,.•o bo R507.4 Deck posts.For single-level wood-framed decks• transferring vertical loads and resisting horizontal dis- meet the lond requirements of Section R301,5 shall be ) POST(BEYOND) / FOUNDATION WALL with beams sized in.accordance sin le-lewith Table wood-framed R507 5,deck post Placement Deck beam connections to wood posts shall be permitted. _H size shall.be in accordance with`fable R507.4. !u accordance with Figures It507.5.1(l)all'R507.5.1(2). JOIST SPAN + . JOIST SPAN MEASURED For SI:I indn-25,4 ram. Manufactured post-to-begin connectors shall be sized for R507.9,2 Lateral connection.Lnteml lauds shsll be trans- OPTIONAL -INTERLINE TO CENTERLINE , Me pose turd beam sizes.Bolls shall have 11 be sized under fared to(Ile ground or to a stnrcture capable of transmit- OFJOISTHANGERS FIGURE R507.9.1.3(2) ting them to the ground,Where the lateral load connection CANTILEVER PLACEMENT OF LAG SCREWS AND BOLTS IN 13ANDJOiSTS TABLE R507.4 tho head and nut. CANTILEVERED JOISTS WITH DROPPED BEAM JOISTS WITH FLUSH BEAM DECK POST HEIGHT' is provided in accordance with Figure R507.9.2(1),!told- MAXIMUM HEIGHT" R507.0.1 Deck Joist bearing.The ends of Joists shall have down tension devices shall be installed In not less than two .: NEW DECK DECK POST SIZE (fact•Inchos) not less than 1'/,inches(38 min)of bearing on wood or RIM locations per deck,within 24 inches(610 ram)of each end 4 x 4' 6.91 metal and not less than 3 inches(76 min)of bearing on of the deck.Ench device shall have an allowable stress FOR CANTILEVERED JOISTS BLOCKING OR OTHER HOLD-DOWN OR SIMILAR • 4 x 6 g concrete or ninsonry over its entiro width.Joists bearing TENSION DEVICE design capacity of not less than 1,500 pounds(6672 N). LATERAL RESTRAINT 6 x 6 14 op top of a multiple-ply beam or ledger shall be fastened Where the lateral food connections are provided in accor- REQUAED OVER BEAM JOIST 8 x 8 14 in accordance with Table R602,3(1).Joists bearing on lop deuce with Figure R507.9.2(2),the hold-down tension FLOOR.SNEATHING NAILING AT /� of a single-plybeam or ledger shall be attached b a B"STWITHMAXIMU ONCENTERTO 2020 RESIDENTIAL CODE OF For Sf;1 inch-25.4 ram,I toot-304.8 ram, g Y devices shall be installed in not less than four locatloris per JO'ST WITH HOLD-DOWN 1 pound per square f000t-04.8 trio, mechanical connector.Joist framing into the side of n deck,and ench dcvico shall have an allowable stress �-C a.Measured to the underside of the beam. beam or ledger board shall be supported by approved Joist design capacity of not Ices lion 750 pounds(333G N). JOIST t JOISTs �'. NEW-Y©�K STA 1 G b,Dosed on 40 pof bvo land. hangers, ,ow c.The mnxinnutt permitted height Is 8 real for one-ply and two-ply beams. -- B EACH END The maximum prnullled height(or Ihree•ply beams on past cop Is 6 Net 9 -`'- Jo ar BEAM HANGER + + + + + + '' SECTION R 00 7. Inches. -- -- -= -- POST BEYOND ( ) POST(BEYOND) + + + + EXTERIOR DECKS R507.4.1 Deck post to deck footing connection.Where L__ J --11 concrete footings In accordance with Section eFlui dui AH poslsbearon •I R403 and Figure R507.4,1,lateral restraint shall bo pro- +---JOIST SPAN +-�� JOISRUNET SPAN MEASURED vide'by manttfnctured connectors Or a minllnulll post P°� p08T OPTIONAL OPTIONAL oENT OF TO CENTERLINE DRA111t1 Nt3 NO. embedment of 12 inches(305 ram)in surrounding soils or CANTILEVER CANTILEVER OF JOIST HANGERS concrete piers.Olderes(3footing systems shall u ding soils JOISTS ON FREE-STANDING DECK FLOOR JOIST DECK JO.ST •�Ep�A�0 JOISTS ON FREE-STANDING DECK WIT FLUSH BEAM $oAAI Exception:•Where expansive,compressible,shifting or WITH DROPPED BEAM other questionable soils are present,surrounding soils ppeNAL BEAMBPAN 62AMBpAIj 'OPTIONAL! OPTIONAL BEAM SPAN BEAM9PAN Pm'L shall not be relied on for lateral support. carlraeven CAW LEVER CANTILEVER caNrlt6 R FIGURE R507.0 TYPICAL DECK JOIST SPANS `. DROPPED BEAM FLUSH BEAM' For SI:I Inch-25 4 min 26200'�(j• • FIGURE R601.5 FIGURE R501.8,2(1) DP TYPICAL DECK JOIST SPANS DECK ATTACHMENT FOR LATERAL LOADS