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HomeMy WebLinkAboutBP24-243PERMIT # SECTION / 2LL TYPE OF WORK JOB LOCATION - EST. COSTeW v/CO # TCO # FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING RGH PLUMBING GAS O SPRINKLER ELECTRIC LOW -VOLT ALARM uGl/ AS BUILT FINAL .� S�; /o/', DATE; EX BLOCK d� c LOT FEE DATE INSPECTION RECORD _ DATE e do// Ar /?/ �33 a30 k 1�'ch �q/y)103- 7cr7 IIIIP14� 17le f AfA!g 7- 3/-Z loe /.4*1 ENVIRONMENTAL FEE OTHEf2 APPROV/ALS BOT P8 Q zBA Q07'v e� /, ac�� OTH Pi F&5= uuo 3 e o, C�77C'(D� 7y�C?C- rY 5-BUILT/FINAL SURVEY REQUIRED PRIOR TO FIN,4L INSPECTION TIIiS 6LN! L+=.^:u tr9yluT C�E!'vSTED erI/icQ u� VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK No: 25-102 (fertif icate of (Occupancy i This is to certify that SM �/ S c h war IF of, Rae y having duly filed an application on 15'. 20ch15 requesting a Certificate of Occupancy for the premises known as, as(Y , Rye Brook,NY, located in a 1`� 0 Zoning District and shown on the most current Tax Map as Section: / Block: —/— Lot: , and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. O '3, issued )1 20�&such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following New York State Classifications, Use: 'J Q�rrJ/� Construction: , for the following purposes: t7d o 0'/71O 17 f r� r al k- F - e Pen u`a-A1 Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: &O-Moll Oclober /, aoC94/ S14e )V/a/-7 aPPLOO/ AeSOJU-170-7S 00' /Ca Oc�v�r ia, �oa� � may ��aas This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made,and no enlargement, whether by extending on any side or by increasing in h 'g t shall be made,nor s the building be moved from one location to another until a permit to accomplish such change h be btai o the i)ding Ins AUG 1 2 2025 Building Inspector,Village of Rye Brook: Date: RECEIVED VILLAGE OF RYE BROOK ZONING BOARD OF APPEALS VILLAGE CLERK'S OFFICE RESOLUTION WHEREAS, application has been made to the Zoning Board by Scott Schwartz & Stacy Schwartz (the "Applicant") for a front yard setback variance and side yard setback variance in connection with the proposed 2nd story addition, one story garage addition, new front porch, new rear deck, and interior alterations,on property located at 35 Meadowlark Road,in an R-20 zoning district on the northwest side of Meadowlark Road, approximately 350 feet from the intersection of Oriole Place and Meadowlark Road. Said premises being known and designated on the tax map of the Village of Rye Brook as Parcel ID# 129.84-1-5; and WHEREAS, the Applicant seeks relief from the following requirements of the Rye Brook Zoning Code: (1) §250-19.H(1) -the minimum required front yard setback in the R-20 Zone is 40 feet and the Applicant's proposed garage addition and new front porch will result in a front yard setback of 30.3 feet, thereby requiring a variance of 9.7 feet (2) § 250-19.H(2)(A) - the minimum required side yard setback in the R-20 Zone is 15 feet. the existing dwelling has a pre-existing nonconforming side yard setback of 14.8 feet, and the Applicant's proposed second story addition will expand the pre-existing non-conforming structure, thereby requiring a side yard setback variance of 0.2 feet WHEREAS, a duly advertised public hearing was held on October 1, 2024 at which time all those wishing to be heard were given such opportunity and the public hearing was closed on October 1, 2024; and WHEREAS, the proposed action is a Type II action pursuant to the New York State Environmental Quality Review Act and accordingly,no further environmental review is required; and WHEREAS, the Board, from the application, after viewing the premises and neighborhood concerned, and upon considering each of the factors set forth at Section 250-13(G)(b)[2][a]-[e] of the Rye Brook Code, finds: 1) The requested variances WILL NOT create an adverse impact to the character of the neighborhood; 2) The benefits the Applicant seeks CANNOT be achieved through another method feasible for the Applicant to pursue that does not require the variances; 3) The requested variances ARE substantial; 4) The requested 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 application 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. 2) The Applicant shall not permit construction or development atop the garage structure unless so permitted by necessary municipal approvals. 3) Dated: October 1, 2024 Mr. Don Moscato, Chairman Mr. Moscato called the roll: Steven Berger Voting: _X Aye_X Nay Abstain Glenn Brettschneider Voting: _X Aye_X Nay Abstain Jamie Schutzer Voting: _X_ Aye_X_ Nay Abstain Joel Simon Voting: _X Aye_X Nay Abstain Don Moscato Voting: _X Aye_X Nay Abstain 5 Ayes Nays Abstain RECEIVED October 10, 2024 Approved 6-0 VILLAGE CLERK'S OFFICE RESOLUTION GRANTING SITE PLAN APPROVAL FOR PROPERTY LOCATED AT 35 MEADOWLARK ROAD VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS,John G. Scarlato,Jr., Architect, on behalf of the property owners, Scott and Stacy Schwartz (collectively,the"Applicant', submitted application for approval of a Site Plan concerning the proposed construction of a new second floor addition, a side addition of a new two-car garage,a new front porch,new rear deck,and interior renovations of an existing dwelling situated on the property located at 35 Meadowlark Road, known as Section: 129.84, Block: 1, Lot: 5, on the Town of Rye Tax Map, in the R-20 Zoning District (the "Property'; and WHEREAS, the Planning Board is the Approval Authority for this application pursuant to Village Code § 209-1A(2)(a) and § 209-1B(2); and WHEREAS, the Planning Board referred the application to the Village of Rye Brook Zoning Board of Appeals pursuant to Village Code § 179-12 for a determination on the necessary variances set forth in said referral Resolution; and WHEREAS,on October 1,2024,the Zoning Board of Appeals granted the following variances more fully set forth in the resolution of approval dated October 1, 2024: (1) § 250-19.H(1) - the minimum required front yard setback in the R-20 Zone is 40 feet and the Applicant's proposed garage addition and new front porch will result in a front yard setback of 30.3 feet, thereby requiring a variance of 9.7 feet (2) § 250-19.H(2)(A) - the minimum required side yard setback in the R-20 Zone is 15 feet. the existing dwelling has a pre-existing nonconforming side yard setback of 14.8 feet, and the Applicant's proposed second story addition will expand the pre- existing non-conforming structure, thereby requiring a side yard setback variance of 0.2 feet; and WHEREAS, the Planning Board reviewed the following plans and application materials: 1. Application for Site Plan Approval, dated August 9, 2024; 2. Short Environmental Assessment Form and EAF Mapper Summary Report, dated August 8, 2024; 3. Building Inspector's Notice of Disapproval, dated August 7, 2024; 4. Application to the Zoning Board of Appeals, dated August 9, 2024; 5. Exterior Building Permit Application, dated August 1, 2024; 6. Zoning Analysis Checklist, dated August 1, 2024; 7. Photographs (34); 8. Adrian S. Lalsa, LLS Survey, dated April 1, 2020; 9. A review memorandum from Village Planning Board consultants, Hardesty& Hanover, dated August 30, 2024; 10. An Encroachment Agreement, dated April 20, 2020, between the Tennessee Gas Pipeline Company,LLC, and the then property owners of the subject premises, duly recorded in the Office of the Westchester County Clerk on March 9, 2021 at Control No. 600973162; 11. Revised Zoning Analysis Checklist dated September 6, 2024; 12. Revised Notice of Disapproval dated September 9, 2024; 13. Zoning Board of Appeals Resolution dated October 1, 2024; 14. Kinder Morgan Encroachment Information Form; 15. Kinder Morgan Developer Handbook; 16. Emails between John G. Scarlato,JR, RA dated October 2 and October 9, 2024 and the beneficiary of the aforementioned Encroachment Agreement; 17. Kinder Morgan Conditional Approval Letter dated October 8, 2024; 18.The following set of plans generally entitled, "Schwartz Residence" prepared by John G. Scarlato,Jr.,Architect, dated July 25, 2024, last revised August 7, 2024: a. Sheet Al, "Exterior Elevations, Plot Plan, Zoning Chart, General Notes;" b. Sheet A2, "Exterior Elevations Sections;" c. Sheet A3, "Exterior Elevations Sections;" d. Sheet A4, "Details and Notes;" e. Sheet A5, "Basement/Foundation Construction Plan;" f. Sheet A6, "First Floor Construction Plan;" g. Sheet A7, "Second Floor Construction Plan;" h. Sheet A8, "Roof Plan;" i. Sheet A9, "Demolition Plans;" j. Sheet A10, "Reflected Ceiling/Electric Plans;" k. Sheet All, "Reflected Ceiling/Electric Plans;" 1. Sheet Al2, "Flew Deck"; and WHEREAS, the application is a Type II Action pursuant to 6 NYCRR 617.5(c)(12) of the State Environmental Quality Review Act (SEQRA) thereby requiring no further environmental review; and WHEREAS, a duly advertised public hearing was opened on October 10, 2024, at which time all those wishing to be heard on the Application were given such opportunity, and the public hearing was closed on October 10, 2024; and WHEREAS, the Planning Board,Village Planning Consultant, and Village staff have reviewed all application materials and made recommendations; and WHEREAS,the Planning Board has considered the Site Plan Review Standards as set forth in Chapter 209 of the Village Code and is familiar with the site and all aspects of the project. NOW, THEREFORE, BE IT RESOLVED, that the Village of Rye Brook Planning Board hereby GRANTS the Site Plan for the proposed construction of a new second floor addition, a side addition of a new two-car garage, a new front porch,new rear deck, and interior renovations of an existing dwelling situated on the property located at 35 Meadowlark Road, upon the following conditions: 1. The Applicant shall submit a Construction Management Plan to the satisfaction of the Village Building Inspector and Superintendent of Public Works/Village Engineer. 2. The Applicant shall submit a revised Landscaping Plan to indicate the planting of replacement trees in accordance with Chapter 235 of the Village Code and to the satisfaction of the Superintendent of Public Works/Village Engineer. 3. The Applicant shall adhere to any and all conditions concerning the Encroachment Agreement, duly recorded in the Office of the Westchester County Clerk and dated April 20, 2020, and any and all conditions set forth in the Conditional Approval Letter of Kinder Morgan, dated October 8, 2024. BE IT FURTHER RESOLVED, the granting of this application has no effect or impact on the existing encroachment of the Applicant's play structure onto the neighbor's parcel (SBL: 129.84-1-3) and shall not be construed as authorization to permit any such encroachment to remain, or as a directive for removal. BE IT FURTHER RESOLVED, that no permits shall be issued until the Applicant has paid to the Village all applicable fees and professional review fees incurred in connection with review of this Application. BE IT FURTHER RESOLVED, during construction, the Village Building Inspector or Superintendent of Public Works/Village Engineer may authorize, upon the written request of the applicant, minor changes to the approved site plan. Such minor modifications shall be consistent with the design and intent of the approved site plan. The architect or engineer of record shall submit the approved change(s) on a set of as-built plans, which plans shall be maintained in the permanent file of the Building Department.All changes to the site plan, other than minor changes described herein, shall require approval of a site plan amendment by the Planning Board. BE IT FURTHER RESOLVED, all construction shall be performed in accordance with all approved plans and land use approvals, any approved amendments thereto and field changes authorized and approved by the Building Inspector, the Superintendent of Public Works/ Village Engineer, or their designee, in writing. Any applicant who violates this Resolution may be issued a stop work order and summons in accordance with the provisions of Chapter 91 of the Code of the Village of Rye Brook. On motion by Ms. Schoen seconded by Mr. Richman, Superintendent of Public Works/Village Engineer, called the roll: MR. GRZAN Voting Excused MR. KROM Voting Aye MR. MENDELSOHN Voting Aye MR. RETTNER Voting Aye MR. RICHMAN Voting Aye MS. SCHOEN Voting Aye CHAIRMAN GOODMAN Voting Aye RECEIVED May 8, 2025 Approved 4-0 MAY - 9 2025 VILLAGE OF RYE BROOK PLANNING BOARD VILLAGE CLERK'S OFFICE RESOLUTION PB 24-007 GRANTING AMENDED SITE PLAN APPROVAL FOR PROPERTY LOCATED AT 35 MEADOWLARK ROAD WHEREAS,John G. Scarlato,Jr., Architect, on behalf of the property owners, Scott and Stacy Schwartz (collectively, the "Applicants"), submitted application for approval of an amended site plan concerning the proposed modification and re-configuration of a driveway situated on the property located at 35 Meadowlark Road, known as Section: 129.84, Block: 1, Lot: 5, on the Town of Rye Tax Map, in the R-20 Zoning District (the "Property'; and WHEREAS, the Planning Board is the Approval Authority for this application pursuant to Village Code § 209-1A(2)(a) and § 209-1A(2)(c); and WHEREAS, the Planning Board reviewed the following plans and application materials: 1. Application for Amended Site Plan Approval, dated January 29, 2025; 2. Village of Rye Brook Zoning Analysis Checklist, dated March 4, 2025; 3. Village of Rye Brook Site Plan Approval Resolution, dated October 10, 2024; 4. The following set of plans generally entitled, "Schwartz Residence" prepared by John G. Scarlato,Jr., RA, dated January 30, 2025:: a. Sheet Al, "Exterior Elevations, Plot Plan, Zoning Chart, General Notes;" b. Sheet A2, "Exterior Elevations Sections;" c. Sheet A3, "Exterior Elevations Sections;" d. Sheet A4, "Details and Notes;" e. Sheet A5, "Basement/Foundation Construction Plan;" f. Sheet A6, "First Floor Construction Plan;" g. Sheet A7, "Second Floor Construction Plan;" h. Sheet A8, "Roof Plan;" i. Sheet A9, "Demolition Plans;" j. Sheet A10, "Reflected Ceiling/Electric Plans;" k. Sheet A11, "Reflected Ceiling/Electric Plans;" 1. Sheet Al2, "New Deck"; m. Sheet L-1, "Landscape Plan", last revised April 29, 2025; n. Sheet SP-1, "Site Plan & Site Details"; o. Sheet SP-2, "Site Plan& Site Details"; p. Sheet SP-3, "Gas Line Easement Notes", and q. Sheet SP-3, "Gas Line Easement Notes" 5. Hardesty& Hanover Memorandum, dated May 1, 2025 WHEREAS, the application is a Type II Action pursuant to 6 NYCRR 617.5(c)(12) of the State Environmental Quality Review Act (SEQRA) thereby requiring no further environmental review; and WHEREAS, a duly advertised public hearing was opened on May 8, 2025, at which time all those wishing to be heard on the Application were given such opportunity, and the public hearing was closed on May 8, 2025; and WHEREAS, the Planning Board, Village Planning Consultant, and Village staff have reviewed all application materials and made recommendations; and WHEREAS, the Planning Board has considered the Site Plan Review Standards as set forth in Chapter 209 of the Village Code and is familiar with the site and all aspects of the project. NOW, THEREFORE, BE IT RESOLVED, that the Village of Rye Brook Planning Board hereby GRANTS the Amended Site Plan for the proposed driveway re- configuration at the property located at 35 Meadowlark Road, upon the following conditions: 1. The Applicant shall submit a Construction Management Plan to the satisfaction of the Village Building Inspector and Superintendent of Public Works/Village Engineer. BE IT FURTHER RESOLVED, that no permits shall be issued until the Applicant has paid to the Village all applicable fees and professional review fees incurred in connection with review of this Application. BE IT FURTHER RESOLVED, during construction, the Village Building Inspector or Superintendent of Public Works/Village Engineer may authorize, upon the written request of the applicant, minor changes to the approved site plan. Such minor modifications shall be consistent with the design and intent of the approved site plan. The architect or engineer of record shall submit the approved change(s) on a set of as-built plans, which plans shall be maintained in the permanent file of the Building Department.All changes to the site plan, other than minor changes described herein, shall require approval of a site plan amendment by the Planning Board. BE IT FURTHER RESOLVED, all construction shall be performed in accordance with all approved plans and land use approvals, any approved amendments thereto and field changes authorized and approved by the Building Inspector, the Superintendent of Public Works/ Village Engineer, or their designee, in writing. Any applicant who violates this Resolution may be issued a stop work order and summons in accordance with the provisions of Chapter 91 of the Code of the Village of Rye Brook. On motion by Ms. Schoen seconded by Mr. Richman, Superintendent of Public Works/Village Engineer, called the roll: MR. GRZAN Voting Excused MR. MENDELSOHN Voting Aye MR. RICHMAN Voting Aye MS. SCHOEN Voting Aye CHAIRMAN GOODMAN Voting Aye �QyE DRY O [CV V u�� r GG..LG.. . 19 VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J. Bradbury Nvww.ryebrookny.g_ov TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Steven E. Fews David M. Heiser Donald T. Krom,Jr. Salvatore W. Morlino CERTIFICATE OF COMPLIANCE August 12,2025 Scott Schwartz&Stacy Schwartz 35 Meadowlark Road Rye Brook,New York 10573 Re: 35 Meadowlark Road, Rye Brook,New York 10573 Parcel ID#: 129.84-1-5 This document certifies that the work done under Mechanical Permit #25-003 issued on 1/22/2025 for the installation of a split geothermal heat pump system has been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to i-7-(-``v BUILD :BROOK, M' For office us only! _ 7 (� : PERMIT# -ay3 AUG 5 20.5 VIL �OK ISSUED: --� 38 KnvG STRE Ni-'4 YoRK 10573 DATE: VILLAGE OF RYE BROOKBUILD►,JG DEPARTMENT ', FIEF- .��cx� P,�IK Wov APPLICATION FOR CERTIFICATE OF OCCUPANCY,CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION fill#■ff!!ii}}#f!#!nf#�#,#!!!ii#i##i!###ii##!i##t#tft4}f}►i!###}#tf#i!###ifi!!i#•Ft!##lift!!#i#t##i#lit#iti#t#f#!##i#if!##ii}tii Address: 35-✓V A <,(��`G(^ Occupancy/Use:�(h'kX P<1 cWarcel ID#: A�51 ez — —S Zone: — U Owner: S c o�- Wa Address: 3S M�It _ n,Y..tftis�Orl P.E./R.A.or Contractor: ia/V1 I C`'(\ Address: Person in responsible charge: Address: Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: C g duly sworn,deposes and says that he/she resides at - � �(Print•N�ame o ppl,r.t } (No.and Street) in \� ,in the County of ���5� r in the State of ,that City/Town/Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:S for the construction or alterati of: �1 V ( G C 9 CR Deponent further states that he/she has examined the approved p1A of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per§250-10.A.of the Code of the Village of Rye Brook. Sworn to before me this Sworn to before me this day of �1��l�S� , 20 96- day of ,20 Signature of Property Owner Signature of Applicant t Name of Property O er Print Name of Applicant Notary Public SHARI MEULLO Notary Public Notary Public,State of New York No.01ME6160063 Qualified In Westchester Count*2 l ,,, Commission Expires Jandary 29.20 Tara Orlando From: N ichal Nowak Sent: Thursday,September 25,2025 11:03111v1 To: Jessica Carpentieri;Tara Orlando;Patricia Lepre Subject: 35 meadowlark Check to return Landscaping Deposit Attachments: TMN Desktop Scanner09252025110247.pdf Hi Everyone Please see attached report. Mr. Schwartz deposited 5,000 for landscaping bond,we can refund and or return the check At"d Y.Na Superintendent of Public Works And Engineering ISA Arborist Village of Rye Brook 938 King Street Rye Brook,NY 10573 P: 914-939-0753 x 2965 F: 914-939-5801 "Yu6&wet& —A w fimgbmt of MU6 v; „ DR(�� Village of Rye Brook ° 2� Public Works and Engineering Department 938 KING STREET• RYE BROOK,NY 10573 �7. 198'2 ,-� (914)939-0753 Fax (914)939-0242 INSPECTION REPORT Address• Date: Name: Location: Permit#: Phone: Email: Work being Inspected: Work Inspected is: Accepted Rejected Re-Inspection Required Violation Noted Code Section Code Section: Action Taken Code Section: Action Taken 118 Erosion Sediment Pass Fail Violation 210 Storm Water Pass Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk Pass Fail Violation 213 Steep Slopes Pass Fail Violation 235 Trees Pass Fail Violation 216 Illicit Discharge Pass Fail Violation 245 Wetlands Pass Fail Violation Other: Pass Fail Violation Notes: Diagram: Signature QyE BRC��. 1982. cu � BUILDING DEPARTMENT BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street. Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : l � � DATE: PERMIT# ISSUED: i, ` SECT: , BLOCK: i LOT: LOCATION: '"� , J�V ^ OCCUPANCY: ❑ Violation Noted c' THE WORK IS... T PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION (� `,� p u0('" C �("`e REQUIRED ❑ FOOTING V ❑ FOOTING DRAINAGE r ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION - 11 ❑ Natural Gas l p �� k 1 �Z) yC \ E vSL 2l,G ❑ L.P. Gas ❑ FUEL TANKV;-2 ❑ FIRE SPRINKLER e1 : 1 Y 2— ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC�v� cu � 1982 BUILDING DEPARTMENT .BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :_ l PERMIT# O / - ll ISSUED: ! SECT: BLOCK: LOT: LOCATION: � "� ` `� `,1' E U � r�")y OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E BRO, O� 2m .a �0� � '9�2 � BUILDING DEPARTMENT Q BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - -- - - - - .1 q tZ212-5 ADDRESS : c TE• PERMIT# V'�\ ISSUED: / SECT: BLOCK: LOT: LOCATION: l �� `- ��, OCCUPANCY: 0 s� ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC�jk. 1932 BUILDING DEPARTMENT BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.or - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :_ �� _ DATE: PERMIT# )t' 1 ( ISSUED: SECT: BLOCK: LOT: LOCATION: OCCUPANCY: r 1 o ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER o 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : .-,� , DATE: I 1 I PERMIT# )O Z` , L`, ISSUED: , SECT:_BLOCK: LOT: LOCATION: I 1 I ��x L �1 �'�� ���C OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E Bkj� a () '972 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street- Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : r ~ !n2i2,n DATE: PERMIT# c C(� v`�� ` ISSUED: SECT: BLOCK: LOT: L �+ e_2. C LOCATION: •� r [) l ( �c.� OCCUPANCY: ❑ Violation Noted THE WORK IS... Q PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑. FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: •❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas p L.P. Gas ❑ FUEL TANK i ❑ FIRE SPRINKLER ❑ FINAL PLUMBING r- ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER BRC�� Village of Rye Brook ° tim Public Works and Engineering Department 938 KING STREET•RYE BROOK,NY 10573 198 ,� (914)939-0753 FAx(914)939-0242 INSPECTION REPORT Address: �/���r.+� `�/` �' Date: Name:. 1 Location: Permit#: Phone: Email: Work being Inspected: o/ Work Inspected is: epte Rejected Re-Inspection Required Violation Noted Code Section Code Section: Action Taken Code Section: Action Taken 118 Erosion Sediment ?' s ? Fail Violation 210 Storm Water Pass Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk Pass Fail Violation 213 Steep Slopes Pass Fail Violation 235 Trees Pass Fail Violation 216 Illicit Discharge Pass Fail Violation 245 Wetlands Pass Fail Violation Other: Pass Fail Violation Notes: Diagram: Signature M IT kn o aA 44 3 A O a ACA cCJr W W 3 cu CZL, It d' * Cc CDCD 1>1 5 A o _ �zpw 'o S00 � V z � z n z v a� W v E � a, u � Q 3 ( h M 3 ICI pp G1 .N� ` � ,� N z a� � 3 � n, v o © N � u Z 94 .. 00 M� v 0 °a a,- - cq � W o V 0 p', U C h x _ LL• O �`— gL jL N C7 O A z O � o Q = ED s O�// w W w ] av v" "o � �I C4 a 1.4 W > a -o 01 _ a UIL gVIL E OF RYE OOKT 938 KING ET RYE BR ,NY 10573 AUG - 1 202 4 ID ov VILLAGE OF: RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE Approval Date: \ rmit 41 / , / Application# Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: Date:/0 BOT Approval Date: # : Chairman: PB Approval Date: �d Case# Secretary az ZBA Approval Date: l0 I oZ Casebo Other: Application Fee: Permit Fees: EXTERIOR BUILDING PERMIT APPLICATION Application dated: is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of Permit for the construction of buildings,structures,additions,alterations or•for a change in use,as per detailed statement described below. L JobAddress: 35 M-e-ap o W L trK_ tZk kO p 2. Parcel ID#: I ZA 4 ` 1 - S- Zone: R `Z V 3. Proposed Improvement(Describe in detail): H-f-W SQ,C.onh F"r- W l`M fh4S 4r SJ'-,C d V-N-atl[kb ygu" 6 two 6 Lcxwn-j Ae— ` oc A-00hoh avc- LGar 6I ?;46C jCYd»r /�rLh IrIL�cr�2ft PQYlWc,' , tlF Ci n T g 4. Property Owner: 5 C.o-#T 1 S��4•�1 S C.�W o►rTZ Address; 3 S Im eu act LU+'K- JU►°V K N IG J 7 3 Phone# 9-13 7 23--ZZ 30 Cell# 0 73) 7 Z3-Z.'230 e-mail Sc�—ttS r In,.r arrz 11 p List All Other Properties Owned in Rye Brook: G fn4XILM" Applicant: A4e�-L� Address: Phone# ---ttx, Cell# e-mail Architect:—�unh (j,0, SC_ It v,4- Address: 3 sA►zo-, }h l l "., / 1 Zjro✓1 IGI /q`I /d,$B4 Phone# 11/4) Li3 73,n Cell# of/4 ')/L}- Q/SZ e-mail J_6SCA'Z4-4f7j C 6►�v/t'l+� Engineer: Address: Phone# Cell# /t `e-mail General Contractor: k'L� /;v Q.1s)gl17 C `�r/os►14e S�`4Y-, /h1' Address: r43 9 �j�/L/W o� /E c�QCY do 0-/4 Sit k,,� PJ t7 s`7b Phone# 9/#40 3-7.8 7 7 , Cell# e-mail (I) 6/]/2024 5. Occupancy;(I-Faro.,2-Fam.,Commercial.,etc...)Pre-construction: / Post-construction: 6. Area of lot: Square feet: 'Z, 100 Acres: . 64 7. Dimensions from proposed building or structure to lot lines: front yard: rear yard: -73 right side yard: 1.41 left side yard: 74 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. I It fl: 2°d fl: 31 fl: 10. Total Square Footage of the proposed new construction: It. For additions,total square footage added:Basement d 11,tI: G 93 2nd fl: ) 757 Yd fl: 12. Total Square Footage of the proposed renovation to the existing structure: 17 9 Z 13. N.Y.State Construction Classification: _:I N.Y. State Use Classification: f—L _ 14. Number of stories: Z_ Overall Height: Median Height, 15. Basement to be full,or partial: , finished or unfinished: I6. What material is the exterior finish: F619.An, C L!wTa rww3 17. Roof style;peaked,hip,mansard,shed,etc: 14 t p Roofing material i vu_ ( u„,C- S tit I V14 18. What system of heating: L�j-t An(L- 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 5e&, xt_ 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: (if yes, applicant inust 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: 22, Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: (ifyes,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: (ifyes,you must submit a Site Plan Application, &provide a detailed topographical survey) 24. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: No: ✓ (if yes, the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes : No: ✓ (if yes, the area and elevations of the flood plane must be properly depicted on the survey&site plan) 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: ✓ No: (if yes,applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: Indicate: TIER I: TIER 11: TIER III: (f yes, a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property: 29. What is the total estimated cost of construction: $ Oa•c 0 Note:The estimated cost shall include all site improvements, labor,material,scaffolding,fixed equipment,professional fees, including anv material and labor which tnav be donated gratis.If the final cost exceeds the estimated cost,an additional fee will be required prior to issuance of the CIO. 30. Estimated date of completion: (2) 6/1/2024 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0669 RESIDENTIAL LOT AREA COVERAGE Address: 7j5 P�lerAOsLj Lcoc. I'L/J Section: 1 7-9.84 . Bloch: lI Lot: PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SO. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4% R-20 20,000 14% 3.5% 4% R-15 15,000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% R-12 12,500 17% 4% 4% R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,000 30% 5% 3.5% R-2F 5,000 30% 5% 3.5% Existing: Proposed: 1. AREA OF LOT 00 Sq. Ft. Z-7 gep Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) Zq Sq. Ft. Z 766 Sq. Ft. b. Area of 151 Floor Divided By Area of Lot x 100 6. 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages,Tool Shed, Playhouses) 0 Sq. Ft. Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 % % 4. AREA OF DECK O Sq. Ft. ZZ-I Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 O % •, �� I attest to the best of my knowledge and belief, the above information is correct. — 9—, 7o/ "�'- itect's Signature (3) b/t/2024 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 918 KING STREET RYE BROOK,NY 10573 (914) 939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: �P"e`0a.-4 L-ex'V-- 1O Section: I Z 1• 8A Block: ( Lot: - Zone: C-ZO IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including, but not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards, sports courts,swimming pools,patios, sidewalks,ramps, terraces and driveways. TOTAL MAXIMUM PERMITTED MAX. PERMITTED COVERAGE Zoning IMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT (sq.ft.) For Base Lot For Lot Area YARD(%) Area (sq.ft.)* Over Base R-35 15 Lot Area % R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2,200 35 6,001 to 12,000 2,900 27 R-15 35 12,001 to 16,000 4,520 26 R-15A 35 16,001 to 20,000 5,560 25 R-12 40 20,001 to 30,000 6,560 24 30,001 to 40,000 8,960 23 R-10 45 40,001 &larger 11,260 22 R-7 40 R-5 30 *"Base Lot Area"is the minimum end of the lot size R2-F 30 range in the"Lot Area"column Area of lot: Z7 100 s .ft. Existing Allowed Proposed Total impervious coverage = 5/86 s .ft. �4r S . ft. 4175 S .ft. Front impervious coverage = W9 4•06 % % mo t -f. Z % I attest to the best of my knowledge and belief, the above information is correct. rchitect's Signature (4) 6/L/2024 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: ftO Section: I Z-% t 4 Block: I Lot: 5- MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area —21,780) x 0.11478421 ]: a. Allowed = '4 7 p Z Sq. Feet b. Existing = 1 7 q Z Sq. Feet c. Proposed = '4 3Ce b Sq. Feet HEIGHTISETBACK RATIOS FOR RESIDENTIAL DISTRICTS DEFINITION: A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of the lot line from which it is set back. The ratio modifies the maximum permitted Height of Building by forming an inclined plane beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer windows not covering more than 10% of the entire roof area, shall be permitted to extend. Height and Setback shall be calculated using the formula; Height I Setback= X, where X is the required side or front yard ratio for the zoning district in which a property is located as specified in Article VIII of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE EXISTING PROPOSED REWIRED FRONT: FRONT: FRONT: .44 E-35 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 0-25 SIDE: SIDE: SIDE: 1.30 FRONT: . 34 FRONT:,,St FRONT: .60 0-20 SIDE:I,Iy/& I SIDE:I r�F[� SIDE: 1.60 FRONT: FRONT: FRONT: .60 R 15 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R-15A SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 jr-f2 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 /P-10 SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 0--7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 R-S SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 R-2F SIDE: SIDE: SIDE: 4.00 1 attest to the best of my knowledge and belief, the above information is correct. rchitect's Signature (5) 6/1/2024 BUILD MENT 2ECENEF V1L OK AUG 1 2024 938 KINGT; t`St1xBR t NY 10573 _ VILLAGE OF RYE BROOK w ov BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT. STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as; residing at, 35 fy-\,ecLDo W LcCi(, PC Print name) (Address where you five) 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; 35 ��eaGbw'(,,tc, E „r, , Rye Brook, NY. (Job Address) Further that all statements contained herein are true, and that to the best of his/her.knowledge and belief, that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. P � ._ti (Signature of Properly Oxvner(s)) 1r S C (Print Name of Property s)) Sworn to before me this ::)--I da of ��� , 20�_ (Nn ary Public) sNARI MEL lLLO Notary Public,state of New York No,o1ME6160063 Qualified in Westchester C 2Y Commission Explres January (b) 6/1/2024 This form must be properly completed &notarized by the Design Professional of record and the Property Owner. Failure to provide this completed form with your permit application will delay the permitting process. Notice of Utilization of Truss Type, Pre-Engineered Wood, or Timber Frame Construction. (Title 19Part 1264& 1265 NYCRR) Ta: The Building Inspector of the Village of Rye Brook. From: ck - a i% Subiect Property:_ tnt WLCA✓f�C, aa, SBL:L(_j._&4--1- Zone: R-7Z0 Please take notice that the subject;)(One or Two Family; ❑Commercial, a New Structure X Addition to an Existing Structure Rehabilitation to an Existing Structure to be constructer)or performed at the subject property will utilize; o Truss Type Construction (TT) V Pre-Engineered Wood Construction(PW) o Timber Construction(TC) in the following loca,tion(s); o Floor Framing, including Girders &Beams (F) ❑Roof Framing(R) X Floor Framing and Roof Framing(FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood, or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR §1264 for Commercial Buildings, and NYCRR§1265 for One&Two Family Dwellings. Sworn to lhefpre one dtis 3u Swom t before me this day of V.� 20 day of ,20 .� Signaturt of Property Owner nature ot'Design Professional c �( C 'n` ame of Properimvner Pr t me o Design Profiqm lionat VAL No,ry Public Notary Public SHARI MELILLO Notary Public,State of New York SHARI MELILLO No.01ME6160063 Qualified In Westchester County-� Notary Public,State of New York 0063 cnn';mission Expires January 29,20 No.n WestcGIME6hester Qualified in Westchester County(7) Commission Expires January 29,2 -7 �i 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. it#*,rx°k ytk:F*t,t��,t�•*:F*h�;**k**,y,k:4w,kk*!**,r*,t•x*****,tF**is,k#+k*do*,k�*t.4,kir**#;:4,k*+#+:+*y;•ham±**ti:k t9:rt�i..i,..A?:?e Yr it*:YYr Ye Yf'k i,fr it irlr STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: G St.a.-I Ct-(. 3rL -(�`'y'' 1being duly sworn, deposes and states that he/she is the applicant above named, (prim name oriudividual signing as ncc applicant) and further states that (s)he is the legal owner of die property to which this application pertains, or that (s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,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 V Sworn to before me this day of —k\ , 20 day of 20 \ Signature of Property Owner Jignat�urcof Applicant 2-- Print Name of Property ot�n r Print Name of Applicant 1) LU L 0 \ Wary Public SHARI MELILLO Notary Putslic Notary Public,state of New York SHARI MELILLO No.01ME6160063 Qualified in Westchester County Notary Public,state of New York commission Expires 3anuary 29,20 No,07.ME6160063 Qualified in Westchester county Commission Expires January 29,20_2-7 (8) 6/112024 BUILD _ + MEN DECEFUE VIL E`OF1'; OOK 938 KINGicy-;fit-��B ,NY MAR - 7 2025 o ov VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: n / l Approval Date: MAR 2 4 m # �����; Application# /� � �`033 Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: Date: � s- BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# Other: Amendment Fee: Permit Fee: APPLICATION TO AMEND APPROVED PLANS Application dated: is hereby made to the Building Inspector of the Village of Rye Brook,NY, to amend the approved plans associated with an existing open permit,and/or from any prior approvals granted by the approval authority as per detailed stateme n t described below. 1. Job Address: >S m'e-aDOL-J Leer'K. {V-07W Existing Permit#: / —01 2. Parcel ID#: , 2� . i�A " ! _S_ Zone: —20 Original Approval Date: 3. Proposed Amendment(Describe in detail):C 2vj S yp 51 V i n s% 15 �rra�4__ _1nf�?-�._ �YA- 8 l `lit l AQNo-e,,l I h (2/'a'f", . , jn P.�ret� +2 wyL I1G c{_- ( ►1rta' �hnn t'i1 S 5{'t:.2 V2 h2�c^ GL Y�n�r I1ro n t G G I yy L �Z Way v(+ v n ntt (94! h {]Gt rJv»� ✓ L JYJSt cZ 4. Property Owner: -�2 C.-o+�t a 5-1-es L y S L N W C, t Z Address: 3,5- M eck0 a w Lc,.r)c- gz J O Phone# Cell# �T7 3 ~ -7 Z3 — Z,Z'j0 e-mail e Gina/L,6ar►j Applicant: — Address: Phone# Cell# e-mail Architect/Engineer: _'%in C-7Sc Ar-i Address: ?)?:> %-AyAt L,, �hli •Y}'16r�1C, �_�0�� Plione# (9 I41 z73- 735'0 'Cell#_ M) 7/4-043- e-mail —716 GC)AMC.0-T7jZ°.6m&/(_C" 5. Occupancy;(1-Fam.,2-Fam.,Comm.,etc...)Prior to construction: mjJLj_After construction: 6. Will the proposed amendment require the installation of a new,or an extension/modification to an existing automatic fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...)Yes:_No:V (if yes,you must submit a separate Automatic Fite Suppression System Permit application &2 sets of detailed engineered plans) 7. Will the proposed amendment disturb 400 sq.ft.or more of land,or create 400 sq.ft.or more of impervious coverage requiring a Storm water Management Control Permit as per§217 of Village Code?Yes:_No:x/1'Area:__h/ I 6/1/2024 8. Will the proposed amendment require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes:vl�" No:_(if yes,you must submit a Site Plan Application,&provide detailed drawings) 9. Will the proposed amendment require a Steep Slopes Permit as per§213 of Village Code Yes: No: yes,you must submit a Site Plan Application,&provide a detailed topographical survey) 10. Is the lot located within 100 fl of a Wetland as per§245 of Village Code? Yes: No: ✓(if yes,the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 11. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes : No: ✓ (if yes,the area and elevations of the flood plane must be properly depicted on the survey&site plan) 12. Will the proposed amendment require a Tree Removal Permit as per§235 of Village Code?Yes: No: ✓(if yes,you must submit a Tree Removal Permit Application) 13. Does the proposed amendment involve a Home-Occupation as per§250-38 of Village Code? Yes:_No:_�If yes,indicate: TIER I: TIER IL—TIER III:_(if yes,a Home Occupation Permit Application is required) 14. Will the proposed amendment result in additional square footage to the building or subject structure,and if so, provide such additional footage here. n p (Please submit additional Bulk Regulation Application Pages for review) 15. What is the total added cost of the work associated with the amendment: $ Q (The estimated cost shall include all site improvements,labor,material,scaffolding,fixed equipment,professional fees,including any material and labor which may be donated gratis.) 16. N.Y.State Construction Classification: N.Y. State Use Classification: IV-- Z 17. Estimated date of completion: This application must be properly completed in its entirety by a N.Y.State Registered Architect or N.Y. State Licensed Professional Engineer&signed by those professionals where indicated. It must also include the i 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 I and void,and will be returned to the applicant.Please note that application fees are non-refundable. f STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: �n �.rla jo 'TrL ld�/u�-th+' , being duly sworn,deposes and states that he/she is the applicant above named, (print came 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 4ee7,"W-4-r for the legal owner and is duly authorized to make and file this application. (indicate architect.connector,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 1 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. 2 Sworn to before me this Sworn to before me this 7 g _ day of C;n t,%e t- r , 20 Z 5 day of �A h n!! . , , 20 Z J' Signs or Properly caner Signature of Applicant S n( l (�"C�-oc �h n 6 Name of pc`rtyyOOwner Print Natne of pplicant AG \ -� Notary Public otary Public SHA MEULLO 2 ��R. CAPPUZZRW Notary PublicG,,State of New York No.OIME6160063 ftft .Stnb d flow Yak Qualltted In westchester County i, �9 No. G1WISO cornmialon Explres Jimuery 29.2W 1 QU~ In FACMIN(Wifty COMMISion&PIM AUJ WWt 7,ZC92_G 6/1/2024 BUILD - MENT VIL bF ' OOK J A N 3 0 2025 938 KING ;j 2 > B ,NV 10573 VILLAGE OF RYE BROOK ov BUILDING DEPARTMENT �:�:*«*�****�*x�wx�****+x��a***r�*x�**********�*����****r**•****r*w*�x*****w**w�**w��e**w�****��»**�**��a**r***�*s*�*�*� FOR OFFICE USE ONLY: MAY 3 0 2Q25 / �- Approval Date: Per it# Application# � � Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: Date: BOT Approval Date: QQ Case# : Chairman: PB Approval Date: Case# ��[y'"(JC.J / : Secretary:5U ZBA Approval Date: Case# J Other: Amendment Fee: Permit Fee: APPLICATION TO AMEND APPROVED PLANS Application dated: is hereby made to the Building Inspector of the Village of Rye Brook,NY, to amend the approved plans associated with an existing open permit,and/or from any prior approvals granted by the approval authority as per detailed statement described below. 1. Job Address: 35' fy)-e--aDCLZ L-arK. r:Qy-'`4 Existing Permit#: 2. Parcel ID#: � Zlsk . 1�A " f -S- Zone: Original Approval Date: 3, Proposed Amendment(Describe in detail): R-O y t ll r W, Pe CoLrn ►'toT rd?Qo-k- Un4-1-t �,l I e a CCLA-U+ 60-Jln 4. Property Owner: G o+�k- 8 5o�C,� _� (�T 7 Address: 3,S- m rev 0 a t�.s Lar�— 9z A0 Phone# Cell# 97 3 - Z3 - Z23o e-mail SG6`tT c,�t e�ar�-t Z�1' e Applicant:- b' (�rrta/l-�C ar►� Address: Phone# Cell# e-mail Architect/Engineer: i.--( cx--� jCL z kg, Address: ?�?� '�?am tom. r +�� � Y}lwor- Phone# �9 4 Z73- 73S° Cell# ll) 7/4-015Z e-mail-Z-6 5. Occupancy;(I-Fan).,2-Fam.,Comm.,c(c...)Prior to construction: / After construction: /c/�)L,% G. Will the proposed amendment require the installation of a new,or an extension/modification to an existing automatic fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...)Yes:_No:1/ (if yes,you must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 7. Will the proposed amendment disturb 400 sq.ft.or more of land,or create 400 sq.ft.or more of impervious coverage requiring a Storm water Management Control Permit as per§217 of Village Code?Yes: No: Area: - 33 1 6/l/2024 BUILD - MENT VIL C.°b ` '' OOK 938 KING NV IOs73 JAN 3 2025 ov VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: Approval Date: Permit# Application# Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: : Date: BOT Approval Date: Case# : Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# Other: Amendment Fee: Permit Fee: APPLICATION TO AMEND APPROVED PLANS Application dated: is hereby made to the Building Inspector of the Village of Rye Brook,NY,to amend the approved plans associated with an existing open permit,and/or from any prior approvals granted by the approval authority as per detailed statement described below. 1. Job Address: '3S I'n- Doc--) LzLrK. r::oy`rO Existing Permit#: 2. Parcel ID#: � V� . S A " I `S- "Zone: -Z0 Original Approval Date: 3. Proposed Amendment(Describe in detail): R-p y 1 Np"n DC .t y -t&,ht" Ile a,-x-e.- le- CcX i ytoT 4. Property Owner: o�'�- a asp_ S��l� i CLT Z Address: eo aO a w L cA r?c- d2m A.O Phone# Cell# 47 3 — -Z3 ~ Z230 e-mail S c 6—rr 5c�k wckrtTZ7.Y e Applicant:. ' Address: Phone# Cell# e-mail Arch itect/Engineer: —)ahh Sr ntr'-i oAt 7V= Acr-2- 'Ale-�.-f✓ Address: Z�3 22-a1 n t� l( Azol or-, N`�_f 0 SD.4 Phone# �a{ JdJ Z.73- 73So Cell# M 7/4--0/ 3- e-mail SC,1`4tZt-!' e6m&/(,Gov,t 5. Occupancy;(I-Faro.,2-Fain.,Comm.,etc...)Prior to construction: IZM 7-After construction: /)*//)7 JwJ 6. Will the proposed amendment require the installation of a new,or an extension/modification to an existing automatic fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...)Yes:_No:V (if yes,you must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 7. Will the proposed amendment disturb 400 sq.ft.or more of land,or create 400 sq.ft.or more of impervious coverage requiring a Storm water Management Control Permit as per§217 of Village Code?Yes:_No:Z Area: - 3", r 6/l/2o24 8. Will the proposed amendment require a Site Plan Review by the Village Planning Board as pet-§209 of Village Code? Yes: v`�' No: (if yes,you must submit a Site Plan Application,&provide detailed drawings) 9. Will the proposed amendment require a Steep Slopes Permit as per§2)3 of Village Code Yes: No: yes,you must submit a Site Plan Application,&provide a detailed topographical survey) 10. Is the lot located within 100 ft of a Wetland as pet-§245 of Village Code? Yes: No: ✓(if yes,the area of wctland and the wctland buffer zone must be properly depicted on the survey&site plan) 11. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes : No: ✓ (if yes,the area and elevations of the flood plane must be properly depicted on the survey&site plan) 12. Will the proposed amendment require a Tree Removal Permit as per§235 of Village Code?Yes: No: ✓(ifycs,you must submit a Tree Removal Permit Application) 13. Does the proposed amendment involve a Home-Occupation as per§250-38 of Village Code? Yes: No:_V—If yes,indicate: TIER I: TIER li: TiER iiI: (if yes,a Home Occupation Permit Application is required) 14. Will the proposed amendment result in additional square footage to the building or subject structure, and if so, provide such additional footage here, p O (Please submit additional Bulk Regulation Application Pages for review) 15. What is the total added cost of the work associated with the amendment: $ (The estimated cost shall include all site improvements,labor,material,scaffolding,fixed equipment,professional fees,including any material and labor which may be donated gratis.) 16. N.Y.State Construction Classification: N.Y. State Use Classification: 17. Estimated date of completion: This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer& signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. t.:t�e*ie rrAir it it i.ir3:*ie:4k:4ie:4:t:k+::4•k:t:4ik:4t':':•.4�:;t*:':i•'.•.i•.t.k:!t!:t:4�:i..!:t.•ct}iti..•.ki.f.+iL;i{/ei*';**'*i�•':Erik*';9tk!;�•'::Y�r 3r•k�,:4k:tt Y:�:is•k 4:1•*:t STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Qd�ttn 3CAt-lc4 � c�-tom, being duly sworn,deposes and states that he/she is the applicant above named, I (print name of individual signing as the applicant) I and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the for the legal owner and is duly authorized to make and file this application. (indicate arcJutect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. By signing this application, the property owner further declares that he/she has inspected the subject property, and that to the best of his/her knowledge there are no roof drains,sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. I Sworn to before me this I Sworn to before me this 7 _ day of C� 20 2 day of �A h�,o,,. , , 20 Z J� Sio Property �w`eer Signature off Applicant l 1 VI ( lam J�1(�c� : f h h Cl sCa,/c,••. .-V­ of pt rty Owner Print Name of pplicant Notary Public golary Public SHARt MELlLLO ORO Notary Public,State of New York R. t� � No.OIME6160063 Maury Pu0111: Stab Of N1IIIIMt York Qualified In Westchester County t. 01c"1�4 commisslon Expires Janus"29,2t�J QUOMWd to ftd* 1b Cau ft, Commision Expires Au" 7,Z-c9Z G 6/I/2024 BUILDING DEPART rrJ 0 2025VILLAGE OF RYE BROOvit A j 938 ICING STREET RYE BROOK,NY 10573 BUILDING DEPARTMENT I (914) 939-0668 — " j 2-yl& 2yr IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: efDc>-a L-v iL 1�0 Section: I Block: i Lot: S Zone: (2—Zo 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 MAX MUM PERMITTED MAX. PERMITTED COVERAGE Zoning UVWERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE 1N FRONT (sq.ft.) For Base Lot For Lot Area YARD(%) Area(sq.ft.)k Over Base R-35 15 Lot Area(°/a) R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2,200 35 6,001 to 12,000 2 900 27 R-15 35 12,001 to 16,000 4,520 26 R-15A 35 16,001 to 20,000 5,560 25 R-12 40 20,001 to 30,000 6 560 24 30,001 to 40,000 8 960 23 R-10 45 40,001 &larger 11,260 22 R-7 40 R-5 30 *"Base Lot Area"is the minimum end of the lot size R2-F 30 range in the"Lot Area"column Area of lot: 7--7 yoo s .ft. Existing Allowed Proposed 2 Total impervious coverage = S/a� S .ft. 815� S . ft. -41 L S .ft. Front impervious coverage = $ `�w % Z�SI � % (t-4?�) `��'. 01 Re-Y)v dun UP 335e. S I attest to the best of my Icnowledge and belief, the above information is correct. Aclect's Signahu e (`t) 6/1/2024 t f t = w U LN F w H x Ln WIzO t enall e . o cq Q O z N „� Z O �• w N o - oG - cn � E 00 z � W O w a � a z $ a v A �-+ C7 _ A z C� OC 0-4 _ ~ V a x a N zZ r H _ �"'� � p Ems• ~' H � -- � ... a _ F zo W U O z o FBI W ~ x � U O W z w DR CC EVVE BUILDING DEPARTMENT R VILLAGE OF RYE BROOK JAN -9 2025 938 KING STREET RYE B UOK,NY 10573 (9J`4 VILLAGE OF RYE BROOK w n v BUILDING DEPARTMENT ELECTRICAL PERMIT APPLICATION TT — Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: C) / — % EP#: CD —_ o o Approval Date: \%2� Permit Fee: $ � Approval Signature: _ Other: ************************************************************************************************** DO NOT START WORK or CONSTRUCTION UNTIL A PERMIT HAS BEEN ISSUED BY THE BUILDING INSPECTOR. THE ADMINISTRATIVE FEE FOR WORK PROGRESSED OR COMPLETED WITHOUT A PERMIT IS 12%OF THE pTOTAL COST OF CONSTRUCTION WITH A MINIMUM FEE OF$750.00 Application dated,1 is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment, wiring, fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. By signing this document, the applicant & property owner agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: 35 2O W L A,-- �!� SBL: f°�� �— I—>� Zone: 2.Property Owner:5Xt'1`4-d Sfi'i4��/ S�I,J�I`'�� Address: 35 fl oqkT tl,� i Ae� Phone#: Cell#: email: -, n `,, 3.Master Electrician/Licensed Installer: � �� IBC Address: w Nc js�b ✓`C, Lic.#: 13 br1 Phone#: �1 y 3��-?b,�Cell#: email: Company Name:/" t Y G�(? Q [�S,N :Z7N C• Address: 3 1+ /vy tr`ii, Aj @ ✓`'�W�cK�f\�p 4.Proposed Electrical Work/Fi re Count: ��-Y 5.3`d Party Electrical Inspection Agency: STATE O INEW YORK,COUNTY OF WESTCHESTER ) as: Q � `% I ,being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individualsignii the ppli 4t) state that(s)he is the C 1 U,N for the legal owner and is duly authorized to make and file this application. (Master Elec rician/Licensed I alley) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances,and regulations. Sworn to before me this Sworn t2�efore me this day of ,20 day of ) .20 Q Signature of Property Owner Zature f ppl t Print Name of Property Owner Pri ame of Applican Notary Public Nota 9&PJ&AL RNERA Notary Public,State of New York 6/l/2024 No.01RISM1398 Qualified in Westchester County �/ Commission Expires September 26,2 CA: STATE WIDE INSPECTION SERVICES, INC. 0•0 • • Swlas JOB APPLICATION0. • Office Use Elect. Permit# - 00 �,I Date/ C Bldg Permit# S Ft q Plumbing Permit# Final Certificate# City/Village ( O��t_ Zip `���7 Building Dept. 1 t- �tn`� County t �-� ?., S Address Q_AOW f^ Cross Street Section Block Lot Owner Name/Address(If different than above)' rx I�r Contact Number ❑Basement Iq1�Fl. ❑2nd Fl. ❑3rd Fl. ❑More Than 3 Fl. ❑Garage ❑Attic ❑Outside ❑Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms C/0 Detector Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Luminaires Generator Transfer Switch SERVICE Amperage #Panels 1P 3P # Meters # Disconnect ❑Underground ❑ New ❑ Reconnect ❑ Repair ❑Overhead ❑ Upgrade ❑ Disconnect Utility ID# ❑Con Ed ❑ NYSEG ❑Central Hudson ❑ Orange/Rockland PHOTOVOLTAIC SYSTEM PV Modules Inverters AC Disconnect Junction Box Combiner Box Load Center PV Monitor Energy Storage System DC Disconnect ❑Legalization ❑ Safety Inspecttionn ❑Consultation DD VILLAGE OF RYE BROOK BUILDING DEPARTMENT This application is valid for one(1)year from the date received by SWIS.This application is intended to cover the above listed items to be inspected,if at any time of inspection additional items have been installed,you are authorized to make the inspection and adjust the fee for the additional items inspected.The applicant declares that there is no open applications for the above address with any other inspection company.The applicant, owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Email Address t- Name License# J 3p Date SignatucE`� Address d� City State.:� '\ �� Zip Code !' 0 Company YI1 DC 1 f� ✓�� J c•`�_ PhonetL` v - State Wide Inspection Services 1080 Main Street - I AUG - 6 2025 � . Fishkill, NY 12524 a � 9 84 Phone BROOK 14-2194-219-1062 Fax STATE WIDE INSPECTION SERVICES VILLAGE OF RYE BR. Email: office(c�swisn .com BUILDING DEPARTN.IENT Website: wwwswisny.com Service With Integrity BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: My Electrician, Inc Scott &Stacy Schwartz Joseph M.Alongi 35 Meadowlark Road 1333A North Avenue Rye Brook, NY 10573 New Rochelle, NY 10804 Located at: 35 Meadowlark Road, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP 25-004 129.84 1 5 Certificate Number: 2025-2588 Building Permit Number: by 24-243 A visual inspection of the electrical system was conducted at the Residential occupancy described below.The electrical system consisting of electrical devices and wiring is located in/on the premises at: 35 Meadowlark Road, Rye Brook, NY 10573 The Basement, First Floor, Second Floor,Attic, Garage, and Exterior were inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation, as set forth below, was found to be in compliance on the 1st day of August 2025. Name Quantity Rating Circuit Type Primary Bathroom 2"d Floor Wall Receptacles 04 GFCI wall Receptacles 02 Wall Switches 05 Wall Dimmers 02 LED Recessed Luminaires 09 Bathroom Fan 01 Name Quantity Rating Circuit Type Primary Bedroom 2"d Floor Wall Receptacles 10 Wall Switches 02 Wall Dimmer 01 LED Recessed luminaires 07 Ceiling Fan 01 Smoke Detector 01 2 walk in closest 2"d Floor Wall Receptacles 02 Wall Switches 02 LED Recessed Luminaires 04 Bedroom#2 Wall Receptacles 09 Wall Dimmer 01 LED recessed Luminaires 04 Smoke Detector 01 Bathroom 3 Wall Receptacle 01 GFCI Wall Receptacle 01 Wall Switches 02 Wall Dimmers 02 Wall Sconces 02 LED Recessed Luminaires 03 Bathroom Fan 01 Bedroom 3 Wall Receptacles 10 Wall Dimmer 01 Led Recessed Luminaires 04 Smoke Detector 01 2"d Floor Hallway Wall receptacles 05 Wall Switch 01 Wall Dimmers 02 LED Recessed Luminaires 06 Smoke/Carbon 03 Bedroom 4 Wall Receptacles 10 Wall Dimmer 01 LED Recessed Luminaires 04 Smoke Detector 01 Page 2 Name Quantity Rating Circuit Type Bedroom 5 Wall Receptacles 08 Wall Dimmer 01 LED Recessed Luminaires 04 Smoke Detector 01 Linear Closet 2 Floor Wall Receptacle 01 Wall Switch 01 LED recessed Luminaire 01 Laundry 2"d Floor Wall Receptacles 02 GFCI wall Receptacles 02 Wall Switch 01 LED Recessed Luminaires 02 Washer 01 120V Dryer 01 120V Sub Panel 01 100AMP AFCI Breakers 09 15AMP AFCI Breakers 02 20AMP Hallway Bathroom 2"d Floor Wall Receptacle 01 GFCI Wall Receptacle 01 Wall Switches 04 Wall Sconces 02 LED Recessed Luminaires 02 Bathroom Fan 01 Attic GFCI Wall Receptacle 01 Wall Switches 02 LED Ceiling Lights 05 Heat Detector 02 Air Handlers 02 60AMP Air Exchange Unit 01 20AMP 120V Foyer 1 Floor Wall Receptacles 03 Wall Dimmer 01 LED Recessed Luminaires 03 Smoke/Carbon Detector 01 Page 3 Name Quantity Rating Circuit Type Dining Room Vt Floor Wall Receptacles 06 Wall dimmers 02 Chandelier 01 Recessed Luminaires 06 Powder Room 1st Floor Wall GFCI Receptacle 01 Wall Switches 04 Wall Sconce 01 LED Recessed Luminaire 02 Bathroom Fan 01 Study/ Living Room Vt Floor Wall Receptacles 06 Wall Dimmer 01 LED recessed Luminaires 04 Smoke Detector 01 Pantry 1st Floor Wall Receptacles 03 Wall Switch 01 LED Recessed Luminaire 02 Family Room Vt Floor Wall receptacles 07 Wall Dimmer 01 LED Recessed Luminaires 12 Electric Fireplace 01 Eating Area 1st Floor Wall Receptacles 06 Wall GFCI Receptacles 02 Wall Dimmers 02 Ceiling chandelier 01 LED Recessed Luminaires 04 Small vine Refrigerator 01 Pagel 4 Name Quantity Rating Circuit Type Kitchen Wall GFCI Replacement 09 GFCI wall Receptacles 03 Wall Switches 03 Wall Dimmers 03 Ceiling Pendants 12 Refrigerator 01 Dishwasher 01 Microwave 01 Hood 01 Garbage Disposal 01 Stove 01 20AMP 120V LED Under Cabinet Light loll Mudroom 15` Floor Wall Receptacles 03 Wall Dimmer 01 LED Recessed Luminaires 03 Smoke Carbon Detector 01 120V Front Porch is`Floor Wall GFCI Receptacles 02 Wall Dimmer 01 LED recessed Luminaires 03 Garage 15`Floor Wall Receptacles 08 GFCI Wall Receptacles 03 Wall Switches 03 Wall Dimmer 01 Ceiling Lights 04 Heat Detector 01 Car Charger 01 50AMP MB Panels 02 200AMP Panel 01 100AMP AFCI Breakers 03 15AMP AFCI breaker 01 20AMP AFCI /GFCI breaker 01 20AMP Stairs to Basement Wall Dimmers 02 Wall Sconces 02 Page 5 Name Quantity Rating Circuit Type Recreation Room 1 Basement Wall Receptacles 14 Wall Dimmers 03 LED Recessed Luminaires 19 Smoke/Carbon 01 Recreation Room 2 Basement Wall receptacles 11 Wall Dimmer 01 LED Recessed Luminaires 12 Hallway Basement Wall Receptacle 01 Wall Switch 01 LED Recessed Luminaire 01 Smoke/Carbon Detector 01 Sub Panel 01 100AMP AFCI breakers 09 15AMP AFCI Breakers 09 20AMP AFCI Breakers 04 20AMP Bedroom 4 Basement Wall receptacles 06 Wall Switch 01 LED Recessed Luminaire 04 Smoke Detector 01 Basement Mechanical Room Laundry Wall receptacles 02 GFCI Wall Receptacles 03 Wall Switches 02 LED Ceiling Lights 03 Washer 01 Dryer 01 Electric Water Heater 01 Geothermal Condensers 02 Air Handlers 02 Exterior Wall Sconces 09 Flood Lights 03 Post Light 01 GFCI wall Receptacles 06 Officer: Frank J. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. t s r � : Ln N W Ln N s N N N c x 3 _ a 04 Ln s 00 A. O i •� o o, O C) t etic H o ►.. � � .:. W M • z N Lia ao - Q @ : cc rr hh o0 o V % U O r � MCI f 6--4 U TUF O tA 00 ~ W N O z tCNO a w ;rj W CIA, W Q n•n F a WZ zW o CA U W v O W z Ln z w z A o ^ M a z t �` 0a41404446*A 404I4 4fi*Atototo #A#A(A46#A 4 4 4 4 4 a 4 444414*AOUA444 BUILDING DEPARTMENT R VILLAGE OF RYE BROOK JUL - 7 2025 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 VILLAGE OF RYE BROOK www.ryebrookny.gov BUILDING DEPARTMENT ELECTRICAL PERMIT APPLICATION Westchester County 1Master Electricians License Required j L� FOR OFFICE USE ONLY BP#: 7�C�� EP#: �� 1 1 Approval Date: JUL 0 5 Permit Fee: $ �� Approval Signature: Other: ******************************** ***** ********************************************************* DO NOT START WORK or CONSTRUCTION UNTIL A PERMIT HAS BEEN ISSUED BY THE BUILDING INSPECTOR. THE ADMINISTRATIVsE FEE FOR WORK PROGRESSED OR COMPLETED WITHOUT A PERMIT IS 12%OF THE T TAL COST OF CONSTRUCTION WITH A MINIMUM FEE OF$750.00 Application dated, is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install an or emove electrical equipment, wiring, fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. By signing this document, the applicant & property owner agree that all electrical work performed will be in conformance with all applicable Fed ra State,County and Local Codes.per/ 1.Address: C �1�J SBL:la 9, O 7 —Sr Zone: 30 2.Property Owner: w Z Address: Phone#: Cell#: email: 3.Master Electrician/Licensed Installer s h fw Address: �� Lic.#: 1 Phone#: _ Cell#�t� 8S—�G�2 email �e`�� ► U Company Name: Y [QC�T�G P^* I^j�; Address: t3� i Me1nJ f 1 4.Proposed Electrical Work/Fixtu a Count: 5.31 Party Electrical Inspection Agency: e � 6"'N STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: being duly swom,deposes and states that he/she is the applicant above named,and does further (print name of individual si Wing as th a pli state that(s)he is the S o A J for the legal owner and is duly authorized to make and file this application. (Master EIe trician/License taller) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances,and regulations. Sworn to before me this Sworn to before me this day of 20 day,of S 1\,4 20 2Z Signature of Property Owner toLw lica Print Name of Property Owner p licant Notary Public N of New York No,01ME6i60063 6/1/2024 Qualified Ifl W*itdledW County 7—7 `Cour Miasl"Expkft�2l,.20 C%.,... 7 STATE WIDE INSPECTION SERVICES, INC. 0•0 • • SWIS JOB APPLICATION0. • Office Use Elect. Permit# Lcjo� 7 Date Bldg Permit# ;2�s 4 Sq Ft Plumbing Permit# Final Certificate# City/Village " 1�l �p lBuildingDept. Co4rt�y Address, { /� Cross Street Section Block Fot- Owner Name/Address(If different than above) Contact Number ❑Basement ❑ 1st Fl. ❑2nd Fl. ❑3rd Fl. ❑More Than 3 Fl. ❑Garage ❑Attic Outside ❑Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms C/0 Detector Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Luminaires Generator Transfer Switch SERVIC Amperage #Panels 1P 3P v Meters # Disconnect ❑ nderground ❑ New ❑ Reconnect ❑ Repair ❑Overhead ❑ Upgrade ❑ Disconnect Utility ID# ❑Con Ed ❑ NYSEG ❑Central Hudson ❑ Orange/Rockland PHOTOVOLTAIC SYSTEM PV Modules Inverters AC Disconnect Junction Box Combiner Box Load Center PV Monitor Energy Storage System DC Disconnect ❑Legalization ❑ Safety Inspection ❑Consultation W E DD J U L - 7 2025 VILLAGE OF RYE BROOK BUILDING DEPARTMENT This application is valid for one(1)year from the date received by SWIS.This application is intended to cover the above listed items to be inspected,if at any time of inspection additional items have been installed,you are authorized to make the inspection and adjust the fee for the additional items inspected.The applicant declares that there is no open applications for the above address with any other inspection company.The applicant, owner or authorized agent agrees to all the above terms and conditions as set forth for the application. M Email Address AQ nO f I ` Name ,N All' I License # ' Date Signature Address )S'33A 1QCr\-,X kip Code Company �_ �) Pho l� a � ��� -Ell State Wide Inspection Services 1080 Main Street JUL 11 2025 Fishkill, NY 12524 845 202-7224 Phone VILLAGE OF RYE BROOK 914-219-1062 Fax STATE WIDE INSPECTION SERVICES BUILDING DEPARTMENT Email: office(c0swisny.com Website: www.swisny.com Service With Integrity BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: My Electrician, Inc Scott&Stacy Schwartz 1333A North Avenue 35 Meadowlark Road New Rochelle, NY 10804 Rye Brook, NY 10573 Located at: 35 Meadowlark Road, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP25-174 129.84 1 �-- Certificate Number: 2025-4626 Building Permit Number: BP24-243 A visual inspection of the electrical system was conducted at the Residential occupancy described below.The electrical system consisting of electrical devices and wiring is located in/on the premises at: 35 Meadowlark Road, Rye Brook, NY 10573 The Exterior was inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation, as set forth below,was found to be in compliance on the 10th day of July 2025. Name Quantity Rating Circuit Type Service 01 400AM P Meter 01 Panel 02 Disconnect 02 Grounding and bonding of service to current codes. �.f Officer: Frank J. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. y �= z to eq N P a qT w a s LO C a c� [ O w C� " x CA v 00 x N CC, W y, � � C �. N � _ y3 r•� O 00 z x u oU ` %i rh A � C\ M w � O 00 Z H A A W 4 a r ^ ✓ � U W � 'C p g w H W N 0 ei O Cn W v w a � v x M z on [ECEMED BUILD 1)EP, TMENT APR 17 2025 VIDE OF RYES K 938 KING` E1 IZYEBRQ�(3K,NY 10573 VILLAGE OF RYE BROOK fO BUILDING DEPARTMENT IAIWW I<j+&4okny.gov PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP#: 2) PP#: _ O(fJ Approval Daft: 2025 Permit Fee:S Approval ftuft rim Disapproved: sssssssssssssssssssssss�ssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssss DO NOT START WORK or CONSTRUCTION UNTIL A PERMIT HAS BEEN ISSUED BY THE BUILDING INSPECTOR.THE ADMINISTRATIVE FEE FOR WORK PROGRESSED OR COMPLETED WITHOUT A PERMIT IS 12%OF THE TOTAL COST OF CONSTRUCTION WITH A MINIMUM FEE OF$750.00 Application dated, f a 7 is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install or remove Plumbing as per detailed statement described below.The applicant&property owner,by signing this document agree that said plumbing work will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: 3� r 1 0_ Ji w IQ 4 r'd( SBL:1s����y—/—S Zone:/pC—D O r 2.Proposed Work: j�er 0,.kj t'y� O 'r Lt d iy 3.Property Owner:SCI-09 , v —L Address: S T Nc c-a a LJ IC,✓4_. Phone M ff Cell#: email: 4.master .Plumber. F:: ii,.c l3 WL r., Address: I F6 VN t1 c (Car ,JY (OTt2 Lic.# 3�Phone#:%yam 'S4446// Cell#: 17 �i�s SYy Wo ff email: Fhb i :[ cv�, Company Name: k C;C 64 c, a�c� wtQ /Address: t� L,n �c A) AL LQ (L INDICATE FIXTURES&LINES TO BE tNSTALLED AS PER THE FOLLOWING SCHEDULE: twnUsa Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ t ToW Closets Fountains Tubs Tubs Service Service Sewer LP Gas Bad Pr y or 1 2 Ist Floor Z I r L! 2nd Floor 11 2 y 1 er I r 4 Yet Floor 4`Floor 5&Floor Exterior 5.*List Other EquipmendProvide Details: iu 6laR �,i uhd yDY - (Motarized Signatures Required )Next 2 Pages) -1- 6J1rM4 t.t4 47i 4;C.4w t!tam 47;4;t 440 U ;U 4*41 4a 4;4.; .4f t t Ln f � M r O C w J • N � � a< o-c a w N N i� ` � � • * w � E _ F' w a 0 27 w EA y x 00 CO r, LO G y J r^ s � � rA co Ln en W � w � G 'C � � •i V� 6-0 ob ` C:)VW*44*A 00 V/ w : 15 c z h�l O -o c� wCIL �] 00 H !�1 G� �'n�� Q pF•4 ± en `Z 7 W z fFr t/� ., O O O d' ZcR � 0 z 2 rg � Sol Z Ln z w o z o � .� � M Q w : i BUICET ;RYE AR MENT R [E C E� " E ID VILE I 938 KINGR ,NY 10573JAN 2 2 2025 0 VILLAGE OF RYE BROOK . 0v BUILDING DEPARTMENT APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING VENTILATION AND/OR AIR CONDITIONING EQUIPMENT FOR OFFICE USE ONLY: PERMIT#: 00 Approval Date: - Z 3 - Z o zs- Permit Fee: $ % —J`"U Approval Signature: Other: Disapproved: (fees are non-refundable) ******************************************************************************************************* DO NOT START WORK or CONSTRUCTION UNTIL A PERMIT HAS BEEN ISSUED BY THE BUILDING INSPECTOR. THE ADMINISTRATIVE FEE FOR WORK PROGRESSED OR COMPLETED WITHOUT A PERMIT IS 12% OF THE TOTAL COST OF CONSTRUCTION WITH A MINIMUM FEE OF$750.00 REQUIREMENTS FOR RELEASE OF PERMIT&CERTIFICATE OF COMPLIANCE: 1. Properly completed&Signed Application. 2. Site/Staging Plan if Required by the Building Inspector. 3. Copy of Licensed Contractor's Liability Insurance. (Village of Rye Brook must be listed as certificate holder) &Workers Compensation Insurance On a NYS Board form(Form#C 105.2 or Form#U26.3/or NY State Workers Compensation Waiver) 4. Payment of Fees/Unit: RESIDENTIAL=,$150.00/unit • COMMERCIAL = $450.00/unit. 5. Complete specifications for each unit being installed. 6. Inspection by the Building Department for removal and/or installation. (48 hour notice required 7. Electrical work requires a separate Electrical Permit&Electrical Inspection. 8. Plumbing/Gas work requires a separate Plumbing Permit&Plumbing Inspection. Application dated, /-4 ,A is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or removal of the HVAC equipment as listed below.The applicant and property owner,by signing this document agrees that said equipment will be installed and/or removed in conformance with all applicable Local,County,State&Federal laws, codes,rules and regulations. // 1. Address: �_M(�-Wl CtO R/r 1()A/� SBL: �c� /,�'7 -�-5 Zone: )e—a C7 2. Property Owner: Scqz 5C9W/]R7'2 Address: //�//L/C�6i'� ,Qo i42 Phone k q23 -7,7} 2230 Cell#: `-/�}� 7z3 Z z30 email: SccttscLj4i,4/t1z/I '1/L.ej,, 3. Contractor: - E <fZ)/V2,Q 4 e �/�I Address: l a y/12 A!< A( -,,yr o,✓ AQ 175� Phone#: ?73 _5"7I e Cel :9/? y(79 �/ email:P� ��„rOn�/4 Jl. 4. Scope of Work: New /Installation J6•Replacement( )•Removal( )•Other W ( ): 5. List Equipment: A7�i� 14�n 1�2 6. Locatiop of Equipment: C ON lT //'� 1 N t rJ /��� /'�✓�C�� A6/-1 7. Method Of Installation/Removal(list all equipment needed to perform job): 1 6/1/2024 SMOF NEW YORY,COUNTY OF WESTCHESTER ) as: 10 RC�?�C S L ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the a licant) and further states that(s)he is the Heating,Ventilation and/or Air Conditioning Contractor for the legal owner and is duly authorized to make and file this application. That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this ' Sworn to before me this CA Th day of _ ,20 day of 3 n W u n 4y ,20 LC Signature of Prope caner Signature of Applicant Q(L C � �i�)o Eti,4 _ Name of operty Owner Print f Applicant L1v— NotarTuXPbkLILLO Notary Public Notary Public,State of New York 8T&WEN Q.SbALlO No.01.P11EM0063 Qualified in Westchester County NOTARY PUBLIC STATE OF NEW YORK Commission ExpireslL++.u,*'y 29,20 r NO.01SH6212306 QUALIFIED IN WESTCHESTER CO. COMMISSION EXPIRES 10/13/ LoLS This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. 2 6/1/2024 5 'a f YARD yq! �IPA � RL-M0tilE C-X3a"71NG YARD CONCRETE BORUFR AND CRU%lEU STONE \P`T'dC 5'roo 4 Cr YARD a ' DAt j i� � •' •� ��04 1 "NEW STONE I JAN 2 2 2025 VILLAGE OF RYE BROOK BUILDING DEPARTMENT Schwartz HVAC Load Calculations for Scott Schwartz 35 Meadowlark Road Rye Brook, NY CE mmLiv RHVACRESIDENTIAL HVAC LOADS Prepared By: Reno A Remaley Perfection Contacting 1 Camre Drive Newton, NJ 07860 973-579-0182 Friday, January 3, 2025 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Perfection Contracting Schwartz Newton,NJ 07860 Page 2 Pro ect Report_ - _ 4enerel Project Information Project Title: Schwartz Designed By: Reno A Remaley Project Date: Monday, September 18, 2023 Client Name: Scott Schwartz Client Address: 35 Meadowlark Road Client City: Rye Brook, NY Client Phone: 973-723-2230 Company Name: Perfection Contacting Company Representative: Reno A Remaley Company Address: 1 Camre Drive Company City: Newton, NJ 07860 Company Phone: 973-579-0182 Company E-Mail Address: reno@perfectioncontracting.com Reference City: New York, New York Building Orientation: Front door faces Northeast Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 40 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 5 3 52% n/a 70 n/a Summer: 95 73 35% 50% 70 32 Total Building Supply CFM: 2,150 CFM Per Square ft.: 0.461 Square ft. of Room Area: 4,661 Square ft. Per Ton: 1,106 Volume (ft3)of Cond. Space: 39,003 Total Heating Required Including Ventilation Air: 66,220 Btuh 66.220 MBH Total Sensible Gain: 47,225 Btuh 93 % Total Latent Gain: 3,365 Btuh 7 % Total Cooling Required Including Ventilation Air: 50,589 Btuh 4.22 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. i i C:\...\Scott Schwartz.rh9 Friday, January 3, 2025, 11:10 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Perfection Contracting Schwartz Newton,NJ 07860 Page 3 Miscellaneous Report System 1 1st Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 5 3 52% n/a 70 n/a Summer: 95 73 35% 50% 70 32.26 System 2 2nd Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 5 3 52% n/a 70 n/a Summer: 95 73 35% 50% 70 32.26 Duct Sizing Inputs Main Trunk Run outs Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.370 AC/hr 0.190 AC/hr 206 CFM 106 CFM Infiltration Actual: 0.370 AC/hr 0.190 AC/hr Above Grade Volume: X 33,341 Cu.ft. X 33,341 Cu.ft. 12,336 Cu.ft./hr 6,335 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 206 CFM 106 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 27.46 = (1.10 X 0.999 X 25.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 21.90 = (0.68 X 0.999 X 32.26 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 71.40 = (1.10 X 0.999 X 65.00 Winter Temp. Difference) Winter Infiltration Specified: 0.370 AC/hr(121 CFM), Construction: Average Summer Infiltration Specified: 0.190 AC/hr(62 CFM), Construction: Average ---System 2--- Infiltration &Ventilation Sensible Gain Multiplier: 27.46 = (1.10 X 0.999 X 25.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 21.90 = (0.68 X 0.999 X 32.26 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 71.40 = (1.10 X 0.999 X 65.00 Winter Temp. Difference) Winter Infiltration Specified: 0.370 AC/hr(85 CFM), Construction: Average Summer Infiltration Specified: 0.190 AC/hr(43 CFM), Construction: Average Duct Load Factor Scenarios for System 2 Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area [T]MDD 1 Supply Attic 16B 0.12 8 463 No 1 Return Attic 16B 0.24 8 171 No C:\...\Scott Schwartz.rh9 Friday, January 3, 2025, 11:10 AM VVV 06 l l `9ZOZ `£tienuer `Aepij-i 6gTz1.lenn40S 13O0S\"'VO seuoz eld!ilnw se4 welsAs asneoeq mope walsAs ue41 jaleai6 eq Aew smoµne woa;o wnS -Z 94L 941 89 L64't4 8EE'£ LEI LOVE ESI 43egjalseyy-IZ --Z Z9I M 69 LLE'S IEL'E 691 Z99'E SZZ wooipa8ialseW-OZ L Z4 Z4 4L 160'1 SZ6 0 9Z6 09C OVWIIeH-6L X9 OS£ 09E Z41, 906'0I L66'L 90£ 169'L 9£L %E£ '61H'%6Z '610-Z auoZ -Z 6EL 6El 84 699'C 99L'E 96 OWE 44I hPaB-8L L SL SI 6 SIL LSE 9Z SZ£ OL WE!lleH-LL --E 6ZZ 6ZZ 69 4E9'4 Z91'S LEl SZO'S 99L S Pa8-9I -I 19 19 4Z LLS'L 9Z8'I ES ELL'L 8ZL tipune-l-St I 69 69 SZ SE6'L L9£'L SS EOE'I EEL £41e9-VI -£ 6ZZ 6ZZ 69 1V917 OLI'S L£L £EO'S 99L E Pa8-£L Z 8I1, 8LL 69 Ln'4 SZL'Z LEL 889'Z 99L ZPoe-ZI LXOI OLS OLS E8Z ZSL'IZ 09L'61 £h9 LOL'6L 9L6 %L9 '61H'%IL:'610- I auoZ 990'I 990'l lualej Iona IXZL SOI't 90L'L SZb L99'ZE Z8Z'9Z 1700'Z 6LZ'4Z 4IL'L £8L 6LZ ZwelsAS -£ SEZ SEZ 49 616'4 48E'S ZEZ ZSCS L84 jeAol/woos 6u!u!a-II -L LL LL t Z 049'1 69L'L L8 Z89'L OS woOZl Japeeod-O I -Z 691, 691 Sb Z91?'E 698'E LSI 8LL'£ 991 woos 6uln1.-1-6 --E 04Z ObZ I8 4SZ'9 SOS'S LZZ I8Z'9 4L£ wooa Al!we3-8 -Z b4I b41 99 LLZ'4 8SE'E 961 09L'E 80Z easy 6u!le3-L I S£ SE 91 08 L'L ON ZS 99L 9£E uegol!N-9 I 8£ 8E £Z IEL'I ZZ6 L8 9E8 86 wooN PnW-S IXZL 8E6 8E6 90E L94'£Z OE9'LZ KO'L 969'OZ S IL'I %OL '61H'%£8 610-Z auoZ L I I 61 £LV L ILL SZ 999 961 Pee luawasee-y -I 1`9 L9 LZ Z80'Z SLE'L bV t£E'L 69b 8lPP!W wOON oaa-E L 69 69 04 ELO'E ZL4'L 99L LOCI M Noe8 wo0M oou-Z L 8E 8E 94 SLVE 8E6 E6 M OSb w002I 0921-1 X9 06L 06L LEI 90L'OI 96d4 LZE 69I'4 ZEZ'L %OE '61H'%LL '6I0- L auoZ LXZ I 010'l Sb0'L L£9 £99'££ LOE'4Z I9E'L 946'ZZ L46'Z 994'1 £OZ I wals,(S 09L'Z 09['Z L98 OZZ'99 689'09 99E'E 9ZZ'L4 I99'4 90I't ZZ'b 6u!PI!n8 zlS 6d3 WdI Wd� ssol .-... 1e� Ule� — ie� oL of -- n4 S S S ua8aN 4e- 8 aN adooS po ea me.iAead peo-i b a ed — -- 09810 fN uolnnaN zyenn408 6ui10e4u00 u01109POd aul`;uewdolanaQ ejennjoS 91113 speo-1 OdAH Imajewwoo;461-1+g Jel;uaplsaa-aeAQ1 Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Perfection Contracting Schwartz Newton,NJ 07860 Page 5 i Duct Size Preview Room or Minimurr1 Maximum Rough, Desig S Du Du Htg Clg Ad pact Source lo- _ - __ _ F Flow F Size Duct Name Velocity Velocity Fado� L/10 Los Vel - Le System 1 Supply Runouts Zone 1 1-Rec Room Built-In 450 750 0 0.1 440.8 45 _' 38 1- 2-Rec Room Back Built-In 450 750 0 0.1 681.8 40 _I 59 1- 3-Rec Room Middle Built-In 450 750 0 0.1 694.3 27 _I 61 1- 4-Basement Bed Built-In 450 750 0 0.1 357.8 19 _I 31 1- Zone 2 5-Mud Room Built-In 450 750 0 0.1 435.6 23 _I 38 1- 6-Kitchen Built-In 450 750 0 0.1 400.6 15 _' 35 1- 7-Eating Area Built-In 450 750 0 0.1 527.5 56 _I 144 2-- 8-Family Room Built-In 450 750 0 0.1 587.7 81 _' 240 3-- 9-Living Room Built-In 450 750 0 0.1 620.6 45 _ 169 2-- 10-Powder Room Built-In 450 750 0 0.1 561.5 21 77 1-- 11-Dining Room/foyer Built-In 450 750 0 0.1 573.3 64 _I 235 3-- Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0 0.1 783.4 437 1,045 12x1 System 2 Supply Runouts Zone 1 12-Bed 2 Built-In 450 750 0 0.1 675.1 59 118 2- 13-Bed 3 Built-In 450 750 0 0.1 560.1 59 _I 229 3-- 14-Bath 3 Built-In 450 750 0 0.1 679.7 25 _I 59 1- 15-Laundry Built-In 450 750 0 0.1 591.9 24 _' 81 1-- 16-Bed 5 Built-In 450 750 0 0.1 559.2 59 _' 229 3-- 17-Hall Bath Built-In 450 750 0 0.1 169.6 9 _I 15 1- 18-Bed 4 Built-In 450 750 0 0.1 510.8 48 _I 139 2-- Zone 2 19-Hall/WIC Built-In 450 750 0 0.1 484.2 14 _' 42 1- 20-Master Bedroom Built-In 450 750 0 0.1 594.6 69_I 162 2-- 21-Master Bath Built-In 450 750 0 0.1 534.3 58_I 146 2-- Other Ducts in System 2 Supply Main Trunk Built-In 650 900 0 0.1 828.9 425 1,105 12x1 Summa System 1 Heating Flow: 437 Cooling Flow: 1045 System 2 Heating Flow: 425 Cooling Flow: 1105 L__ - ___- C:\...\Scott Schwartz.rh9 Friday, January 3, 2025, 11:10 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Perfection Contracting Schwartz Newton,NJ 07860 Page 6 Total Building Summary Loads Component Area Sen Lat Sen Total Description Man Loss Gain Gain Gain 1 D-cv-o: Glazing-Double pane, operable window, clear, 508 18,825 0 27,460 27,460 vinyl frame, u-value 0.57, SHGC 0.56 11 N: Door-Metal-Polystyrene Core 42 699 0 375 375 12B-Osw: Wall-Frame, R-11 insulation in 2 x 4 stud 477 3,008 0 1,578 1,578 cavity, no board insulation, siding finish, wood studs 15A13-Ofcw-8: Wall-Basement, , framing with R-13 sill to 597 1,746 0 0 0 floor in 2 x 4 cavity, filled core, no board insulation, plus interior finish,wood studs, 8'floor depth 12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 2543 11,241 0 4,741 4,741 cavity, no board insulation, siding finish, wood studs 12E-Osw: Part-Frame, R-19 insulation in 2 x 6 stud cavity, 33 67 0 34 34 no board insulation, siding finish, wood studs 16B-30: Roof/Ceiling-Under Attic with Insulation on Attic 1714 3,565 0 3,291 3,291 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 21A-20: Floor-Basement, Concrete slab, any thickness, 2 1232 2,163 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20'wide Subtotals for structure: 41,314 0 37,479 37,479 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 10,227 1,055 6,848 7,902 Infiltration: Winter CFM: 206, Summer CFM: 106 14,679 2,310 2,898 5,208 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Total Building Load Totals: 66,220 3,365 47,225 50,589 eck_Figures Total Building Supply CFM: 2,150 CFM Per Square ft.: 0.461 Square ft. of Room Area: 4,661 Square ft. Per Ton: 1,106 Volume(ft')of Cond. Space: 39,003 Building Loads Total Heating Required Including Ventilation Air: 66,220 Btuh 66.220 MBH Total Sensible Gain: 47,225 Btuh 93 % Total Latent Gain: 3,365 Btuh 7 % Total Cooling Required Including Ventilation Air: 50,589 Btuh 4.22 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\Scott Schwartz.rh9 Friday, January 3, 2025, 11:10 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Perfection Contracting Schwartz Newton,NJ 07860 __ _ _ _ _ - _ Page 7, Building Pie Chart Floor 3% Roof 5% Infiltration 22% Wall 24% Building Loss 66,220 Btuh Ductwork 15% Door 1% Glass 28% Roof 7% Infiltration 10% Wall 13% Ductwork 16% Building Gain _Door 1% 50,589 Btuh Glass 54% C:\...\Scott Schwartz.rh9 Friday,January 3, 2025, 11:10 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Perfection Contracting Schwaf Newton NJ 07860 Page g Detailed Room Loads- Room 1 - Rec Room (Peak Fenestration Gain Procedure General Room is in zone 1, which peaks at 11 am Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 25.0 ft. System Number: 1 Room Width: 18.0 ft. Zone Number: 1 Area: 450.0 sq.ft. Supply Air: 38 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 0.6 AC/hr Volume: 3,600.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 38 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 441 ft./min. Percent of Supply: 0 % Runout Air Velocity: 441 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.222 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area -U- Htg Sen Clg Lat S�� I Description Qua_ntity Value `' AAA Loss HTM Gain Gail NE-Wall-12B-Osw 18 X 8 138 0.097 6.3 870 3.3 0 456 SW-Wall-1 5A 1 3-Ofcw-8 18 X 8 144 0.045 2.9 421 0.0 0 0 NW-Wall-15A13-0fcw-8 25 X 8 200 0.045 2.9 585 0.0 0 0 NE-GIs-1D-cv-o shgc-0.56 0%S 6 0.570 37.1 222 45.3 0 272 Floor-21A-20 18 X 25 450 0.027 1.8 790 0.0 0 0 Subtotals for Structure: 2,888 0 728 Infil.: Win.: 8.3, Sum.: 4.2 144 4.097 590 0.813 93 117 Room Totals: 3,478 93 845 C:\...\Scoft Schwartz.rh9 Friday, January 3, 2025, 11:10 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Perfection Contracting Schwartz Newton,NJ 07860 Page 9 Detailed Room Loads - Room 2 - Rec Room Back (Peak Fenestration Gain Procedure Mineral - Room is in zone 1, which peaks at 11 am Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 8.0 ft. System Number: 1 Room Width: 16.0 ft. Zone Number: 1 Area: 128.0 sq.ft. Supply Air: 59 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.5 AC/hr Volume: 1,024.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 59 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 682 ft./min. Percent of Supply: 0 % Runout Air Velocity: 682 ft./min. Actual Winter Infil.: 15 CFM Actual Loss: 0.526 in.wg./100 ft. Actual Summer Infil.: 8 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value H_TM Loss HTM Gain Gain NE-Wall-12B-Osw 16 X 8 122 0.097 6.3 769 3.3 0 404 SE-Wall-126-0sw 8 X 8 64 0.097 6.3 404 3.3 0 212 NW-Wall-126-0sw 8 X 8 64 0.097 6.3 404 3.3 0 212 NE-GIs-1D-cv-o shgc-0.56 0%S 6 0.570 37.1 222 45.3 0 272 Floor-21 A-20 16 X 8 128 0.027 1.8 225 0.0 0 0 Subtotals for Structure: 2,024 0 1,100 Infil.: Win.: 14.7, Sum.: 7.5 256 4.098 1,049 0.809 165 207 Room Totals: 3,073 165 1,307 C:\...\Scott Schwartz.rh9 Friday, January 3, 2025, 11:10 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Perfection Contracting Schwartz Newton,NJ 07860 Pa go-10 Detailed Room Loads - Room 3 - Rec Room Middle (Peak Fenestration Gain Procedure] General Room is in zone 1, which peaks at 11 am Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 17.0 ft. System Number: 1 Room Width: 27.0 ft. Zone Number: 1 Area: 459.0 sq.ft. Supply Air: 61 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.0 AC/hr Volume: 3,672.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 61 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 694 ft./min. Percent of Supply: 0 % Runout Air Velocity: 694 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.546 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain SE-Wall-1 5A1 3-Ofcw-8 17 X 4 68 0.045 2.9 199 0.0 0 0 SE-Wall-1 213-0sw 17 X 4 56 0.097 6.3 353 3.3 0 185 SE-GIs-1 D-cv-o shgc-0.56 0%S 12 0.570 37.1 445 90.9 0 1,091 Floor-21A-20 27 X 17 459 0.027 1.8 806 0.0 0 0 1 Subtotals for Structure: 1,803 0 1,276 Infil.: Win.: 3.9, Sum.: 2.0 68 4.103 279 0.809 44 55 Room Totals: 2,082 44 1,331 C:\...\Scott Schwartz.rh9 Friday, January 3, 2025, 11:10 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Perfection Contracting Schwartz Newton,NJ 07860 Pace 11 Detailed Room Loads - Room 4 - Basement Bed (Peak Fenestration Gain Procedures de bral Room is in zone 1, which peaks at 11 am Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 13.0 ft. System Number: 1 Room Width: 15.0 ft. Zone Number: 1 Area: 195.0 sq.ft. Supply Air: 31 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.2 AC/hr Volume: 1,560.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 31 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 358 ft./min. Percent of Supply: 0 % Runout Air Velocity: 358 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.148 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain SE-Wall-1 5A 1 3-Ofcw-8 13 X 5 65 0.045 2.9 190 0.0 0 0 SW-Wall-15A13-Ofcw-8 15 X 8 120 0.045 2.9 351 0.0 0 0 SE-Wall-12B-Osw 13 X 3 33 0.097 6.3 208 3.3 0 109 SE-GIs-1 D-cv-o shgc-0.56 O%S 6 0.570 37.1 222 90.8 0 545 Floor-21A-20 15 X 13 195 0.027 1.8 342 0.0 0 0 Subtotals for Structure: 1,313 0 654 Infil.: Win.: 2.2, Sum.: 1.1 39 4.103 160 0.821 25 32 Room Totals: 1,473 25 686 C:\...\Scott Schwartz.rh9 Friday, January 3, 2025, 11:10 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Perfection Contracting Schwartz Newton NJ 07860 Page 12 (Detailed Room Loads - Room 5 - Mud Room (Peak Fenestration Gain Procedure) General 14MINIMP1111111111111- Room is in zone 2, which peaks at 3 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.0 ft. System Number: 1 Room Width: 7.0 ft. Zone Number: 2 Area: 98.0 sq.ft. Supply Air: 38 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.6 AC/hr Volume: 882.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 38 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 436 ft./min. Percent of Supply: 0 % Runout Air Velocity: 436 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.217 in.wg./l00 ft. Actual Summer Infil 4 CFM "item Area -U- Htg Sen Clg Lat Sen Description _Quantity Value HTM Loss HTM Gain Gain NE-Wall-12E-Osw 7 X 9 54 0.068 4.4 239 1.9 0 101 NW-Wall-12E-Osw 8 X 9 72 0.068 4.4 318 1.9 0 134 NW-Part-15°/30°-12E-Osw 6 X 9 33 0.068 2.0 67 1.0 0 34 NW-Door-11 N 3 X 7 21 0.350 10.5 221 5.3 0 110 NE-GIs-1D-cv-o shgc-0.56 0%S 9 0.570 37.1 333 38.6 0 347 Subtotals for Structure: 1,178 0 726 Infil.: Win.: 7.7, Sum.: 4.0 135 4.096 553 0.807 87 109 Room Totals: 1,731 87 835 C:\...\Scott Schwartz.rh9 Friday, January 3, 2025, 11:10 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Perfection Contracting Schwartz i Newton,NJ 07860 Page 13 Detailed Room Loads - Room 6 - Kitchen (Peak Fenestration Gain Procedure) °deneral Room is in zone 2, which peaks at 3 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.0 ft. System Number: 1 Room Width: 24.0 ft. Zone Number: 2 Area: 336.0 sq.ft. Supply Air: 35 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.7 AC/hr Volume: 3,024.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 35 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 401 ft./min. Percent of Supply: 0 % Runout Air Velocity: 401 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.184 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain NE-Wall-12E-Osw 9 X 9 66 0.068 4.4 292 1.9 0 123 NE-GIs-1D-cv-o shgc-0.56 O%S 15 0.570 37.1 556 38.6 0 579 Subtotals for Structure: 848 0 702 Infil.: Win.: 4.6, Sum.: 2.4 81 4.099 332 0.815 52 66 Room Totals: 1,180 52 768 C:\...\Scott Schwartz.rh9 Friday, January 3, 2025, 11:10 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Perfection Contracting Schwartz Newton NJ 07860 Page 14 Detailed Room Loads - Room 7 - Eating Area Peak Fenestration Gain Procedure General Room is in zone 2, which peaks at 3 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.0 ft. System Number: 1 Room Width: 13.0 ft. Zone Number: 2 Area: 208.0 sq.ft. Supply Air: 144 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.6 AC/hr Volume: 1,872.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 72 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 527 ft./min. Percent of Supply: 0 % Runout Air Velocity: 527 ft./min. Actual Winter Infil.: 18 CFM Actual Loss: 0.232 in.wg./100 ft. Actual Summer Infil.: 9 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value _ HTM Loss HTM Gain Gain NE-Wall-12E-Osw 16 X 9 114 0.068 4.4 504 1.9 0 212 NW-Wall-12E-Osw 13 X 9 117 0.068 4.4 517 1.9 0 218 SE-Wall-12E-Osw 5 X 9 24 0.068 4.4 106 1.9 0 45 NE-GIs-1 D-cv-o shgc-0.56 0%S 30 0.570 37.1 1,112 38.6 0 1,157 SE-GIs-1 D-cv-o shgc-0.56 O%S 21 0.570 37.1 778 61.0 0 1,280 Subtotals for Structure: 3,017 0 2,912 Infil.: Win.: 17.6, Sum.: 9.0 306 4.098 1,254 0.810 198 248 Room Totals: 4,271 198 3,160 C:\...\Scott Schwartz.rh9 Friday, January 3, 2025, 11:10 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Perfection Contracting Schwartz Newton, NJ 07860 Page15 Detailed Room Loads - Room 8 - Family Room (Peak Fenestration Gain Procedure) General Room is in zone 2, which peaks at 3 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 22.0 ft. System Number: 1 Room Width: 17.0 ft. Zone Number: 2 Area: 374.0 sq.ft. Supply Air: 240 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.3 AC/hr Volume: 3,366.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air: 80 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 588 ft./min. Percent of Supply: 0 % Runout Air Velocity: 588 ft./min. Actual Winter Infil.: 20 CFM Actual Loss: 0.287 in.wg./100 ft. Actual Summer Infil.: 10 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value _ HTM Loss HTM Gain Gain NE-Wall-12E-Osw 17 X 9 83 0.068 4A 367 1.9 0 155 SE-Wall-1 2E-Osw 22 X 9 168 0.068 4.4 743 1.9 0 313 NE-GIs-1 D-cv-o shgc-0.56 0%S 70 0.570 37.1 2,594 38.6 0 2,701 SE-GIs-1 D-cv-o shgc-0.56 0%S (2) 30 0.570 37.1 1,112 60.9 0 1,828 Subtotals for Structure: 4,816 0 4,997 Infil.: Win.: 20.1, Sum.: 10.3 351 4.097 1,438 0.809 227 284 Room Totals: 6,254 227 5,281 C:\...\Scott Schwartz.rh9 Friday,January 3,2025, 11:10 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Perfection Contracting Schwartz Newton NJ 07860 Page16 Detailed Room Loads - Room 9 - Living Room(Peak Fenestration Gain Procedure General Room is in zone 2, which peaks at 3 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.0 ft. System Number: 1 Room Width: 12.0 ft. Zone Number: 2 Area: 168.0 sq.ft. Supply Air: 169 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 6.7 AC/hr Volume: 1,512.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 85 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 621 ft./min. Percent of Supply: 0 % Runout Air Velocity: 621 ft./min. Actual Winter Infil.: 13 CFM Actual Loss 0.319 in.wg./100 ft. Actual Summer Infil 7 CFM ►tem Area -U- Htg Sen Clg Lat Sen' Description Quantity Value HTM Loss HTM Gain Gain SE-Wall-12E-Osw 14 X 9 96 0.068 4.4 424 1.9 0 179 SW-Wall-12E-Osw 12 X 9 93 0.068 4.4 411 1.9 0 173 SE-GIs-1 D-cv-o shgc-0.56 0%S 30 0.570 37.1 1,112 60.9 0 1,828 SW-GIs-1D-cv-o shgc-0.56 0%S 15 0.570 37.1 556 89.9 0 1,349 Subtotals for Structure: 2,503 0 3,529 Infil.: Win.: 13.4, Sum.: 6.9 234 4.098 959 0.808 151 189 Room Totals: 3,462 151 3,718 C:\...\Scott Schwartz.rh9 Friday, January 3, 2025, 11:10 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Perfection Contracting Schwartz Newton,NJ 07860 Page 17 Detailed Room Loads - Room 10 - Powder Room (Peak Fenestration Gain Procedure General Room is in zone 2, which peaks at 3 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 5.0 ft. System Number: 1 Room Width: 10.0 ft. Zone Number: 2 Area: 50.0 sq.ft. Supply Air: 77 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 10.2 AC/hr Volume: 450.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 77 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 562 ft./min. Percent of Supply: 0 % Runout Air Velocity: 562 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.262 in.wg./100 ft. Actual Summer Infil.: 4 CFM Area -U- Htg Sen Clg Lat Sen ___—.-Quantity Value __ HTM Loss HTM Gain Gain NW-Wall-12E-Osw 5 X 9 45 0.068 4.4 199 1.9 0 84 SW-Wall-12E-Osw 10 X 9 75 0.068 4.4 332 1.9 0 140 SW-GIs-1 D-cv-o shgc-0.56 O%S 15 0.570 37.1 556 89.9 0 1,349 Subtotals for Structure: 1,087 0 1,573 Infil.: Win.: 7.7, Sum.: 4.0 135 4.096 553 0.807 87 109 Room Totals: 1,640 87 1,682 C:\...\Scott Schwartz.rh9 Friday, January 3, 2025, 11:10 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Perfection Contracting Schwartz Newton,NJ 07860 Page 18 Detailed Room Loads - Room 11 - Dining Room/foyer (Peak Fenestration Gain Procedure General Room is in zone 2, which peaks at 3 pm Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 13.0 ft. System Number: 1 Room Width: 37.0 ft. Zone Number: 2 Area: 481.0 sq.ft. Supply Air: 235 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.3 AC/hr Volume: 4,329.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air: 78 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 573 ft./min. Percent of Supply: 0 % Runout Air Velocity: 573 ft./min. Actual Winter Infil.: 21 CFM Actual Loss: 0.273 in.wg./100 ft. Actual Summer Infil.: 11 CFM Item Area -U- Htg Sen Clg Lat Seri Description Quantity Value HTM Loss H_TM Gain Gain ' NW-Wall-12E-Osw 13 X 9 117 0.068 4A 517 1.9 0 218 SW-Wall-12E-Osw 27 X 9 177 0.068 4.4 782 1.9 0 330 SW-Door-11 N 3 X 7 21 0.350 22.8 478 12.6 0 265 SW-GIs-1D-cv-o shgc-0.56 0%S 45 0.570 37.1 1,667 90.0 0 4,048 Subtotals for Structure: 3,444 0 4,861 MR:Win.:20.7. Sum.: 10.6 360 4.097 1,475 0.808 232 291 Room Totals: 4,919 232 5,152 C:\ ...\Scott Schwartz,rh9 Friday. January 3, 2025, 11:10 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Perfection Contracting Schwartz Newton, NJ 07860 Page 19 Detailed Room Loads - Room 12 - Bed 2 (Peak Fenestration Gain Procedure) Cenral Room is in zone 1, which peaks at 4 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 2 Room Width: 14.0 ft. Zone Number: 1 Area: 168.0 sq.ft. Supply Air: 118 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.3 AC/hr Volume: 1,344.0 cu.ft. Req. Vent. Cig: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 59 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 675 ft./min. Percent of Supply: 0 % Runout Air Velocity: 675 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.516 in.wg./l00 ft. Actual Summer Infil.: 6 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value _ HTM _ Loss HTM Gain Gain NE-Wall-12E-Osw 14 X 8 82 0.068 4A 362 1.9 0 153 NW-Wall-12E-Osw 12 X 8 96 0.068 4.4 424 1.9 0 179 NE-GIs-1 D-cv-o shgc-0.56 0%S 30 0.570 37.1 1,112 36.7 0 1,100 UP-Ceil-166-30 12 X 14 168 0.032 2.1 349 1.9 0 323 Subtotals for Structure: 2,247 0 1,755 Infil.:Win.: 12.2, Sum.: 6.3 208 4.192 872 0.827 137 172 Ductwork: 1,422 661 Room Totals: 4,541 137 2,588 C:\...\Scott Schwartz.rh9 Friday, January 3, 2025, 11:10 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Perfection Contracting Schwartz Newton. NJ 07860 Page 20 Detailed Room-Loads - Room 13 - Bed 3 (Peak Fenestration Gain Procedure General Room is in zone 1, which peaks at 4 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 2 Room Width: 14.0 ft. Zone Number: 1 Area: 168.0 sq.ft. Supply Air: 229 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 10.2 AC/hr Volume: 1,344.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air: 76 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 560 ft./min. Percent of Supply: 0 % Runout Air Velocity: 560 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.261 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area -U"� g men '". Clg Lat Sera Description Quantity Value M Loss HTM Gain Gain NW-Wall-12E-Osw 12 X 8 96 0.068 4.4 424 1.9 0 179 SW-Wall-12E-Osw 14 X 8 82 0.068 4.4 362 1.9 0 153 SW-GIs-1 D-cv-o shgc-0.56 0%S 30 0.570 37.1 1,112 97.3 0 2,920 UP-Ceil-16B-30 12 X 14 168 0.032 2.1 349 1.9 0 323 Subtotals for Structure: 2,247 0 3,575 Infil.: Win.: 12.2, Sum.: 6.3 208 4.192 872 0.827 137 172 Ductwork: 1,422 1,286 Room Totals: 4,541 137 5,033 C:\...\Scott Schwartz.rh9 Friday, January 3, 2025, 11:10 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Perfection Contracting Schwartz I Newton,NJ 07860 _ Page 21 Detailed Room Loads - Room 14 - Bath 3 (Peak Fenestration Gain Procedure) General Room is in zone 1, which peaks at 4 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 7.0 ft. System Number: 2 Room Width: 19.0 ft. Zone Number: 1 Area: 133.0 sq.ft. Supply Air: 59 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.3 AC/hr Volume: 1,064.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 59 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 680 ft./min. Percent of Supply: 0 % Runout Air Velocity: 680 ft./min. Actual Winter Infil.: 5 CFM Actual Loss 0.523 in.wg./l00 ft. Actual Summer Infil.: 3 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gai- NW-Wall-12E-Osw 7 X 8 47 0.068 4.4 208 1.9 0 88 NE-Wall-12E-Osw 2 X 8 16 0.068 4.4 71 1.9 0 30 SW-Wall-12E-Osw 2 X 8 16 0.068 4.4 71 1.9 0 30 NW-GIs-1 D-cv-o shgc-0.56 0%S 9 0.570 37.1 333 54.9 0 494 UP-Ceil-16B-30 7 X 19 133 0.032 2.1 277 1.9 0 255 Subtotals for Structure: 960 0 897 Infil.: Win.: 5.2, Sum.: 2.7 88 4.193 369 0.830 58 73 Ductwork: 606 333 Room Totals: 1,935 58 1,303 C:\...\Scott Schwartz.rh9 Friday, January 3, 2025, 11:10 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Perfection Contracting Schwartz Newton,NJ 07860 Page 22 Detailed Room Loads - Room 15 - Laundry (Peak Fenestration Gain Procedure Mineral Room is in zone 1, which peaks at 4 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 8.0 ft. System Number: 2 Room Width: 16.0 ft. Zone Number: 1 Area: 128.0 sq.ft. Supply Air: 81 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.7 AC/hr Volume: 1,024.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 81 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 592 ft./min. Percent of Supply: 0 % Runout Air Velocity: 592 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.291 in wg /100 ft. Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen Clg Lat Seri Description Quantity Value HTM Loss HTM Gain Gain SW-Wall-12E-Osw 10 X 8 71 0.068 4.4 314 1.9 0 132 SW-GIs-1 D-cv-o shgc-0.56 0%S 9 0.570 37.1 333 97.3 0 876 UP-Ceil-16B-30 8 X 16 128 0.032 2.1 266 1.9 0 246 Subtotals for Structure: 913 0 1,254 Infil.: Win.: 4.7, Sum.: 2.4 80 4.188 335 0.825 53 66 Ductwork: 569 453 Room Totals: 1,817 53 1,773 C:\...\Scott Schwartz.rh9 Friday, January 3, 2025, 11:10 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Perfection Contracting Schwartz Newton, NJ 07860 Page 23 Detailed Room Loads - Room 16 - Bed 5 (Peak Fenestration Gain Procedure) General Room is in zone 1, which peaks at 4 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 11.0 ft. System Number: 2 Room Width: 15.0 ft. Zone Number: 1 Area: 165.0 sq.ft. Supply Air: 229 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 10.4 AC/hr Volume: 1,320.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air: 76 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 559 ft./min. Percent of Supply: 0 % Runout Air Velocity: 559 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.260 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain SW-Wall-12E-Osw 15 X 8 90 0.068 4.4 398 1.9 0 168 SE-Wall-12E-Osw 11 X 8 88 0.068 4.4 389 1.9 0 164 SW-GIs-1 D-cv-o shgc-0.56 0%S 30 0.570 37.1 1,112 97.3 0 2,920 UP-Ceil-166-30 11 X 15 165 0.032 2.1 343 1.9 0 317 Subtotals for Structure: 2,242 0 3,569 Infil.: Win.: 12.2, Sum.: 6.3 208 4.192 872 0.827 137 172 Ductwork: 1,420 1,284 Room Totals: 4,534 137 5,025 C:\...\Scott Schwartz.rh9 Friday, January 3, 2025, 11:10 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Perfection Contracting Schwartz I Newton,NJ 07860 Page 24 Detailed Room Loads - Room 17 - Hall Bath (Peak Fenestration Gain Procedure) General ? Room is in zone 1, which peaks at 4 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 5.0 ft. System Number: 2 Room Width: 14.0 ft. Zone Number: 1 Area: 70.0 sq.ft. Supply Air: 15 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.6 AC/hr Volume: 560.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 15 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 170 ft./min. Percent of Supply: 0 % Runout Air Velocity: 170 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.035 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat Self Description Quantity Value HTM Loss HTM Gain Gain SE-Wall-12E-Osw 5 X 8 40 0.068 4.4 177 1.9 0 75 UP-Ceil-16B-30 5 X 14 70 0.032 2.1 146 1.9 0 134 Subtotals for Structure: 323 0 209 Infil.: Win.: 2.3, Sum.: 1.2 40 4.200 168 0.825 26 33 Ductwork: 224 83 Room Totals: 715 26 325 C:\ ...\Scott Schwartz.rh9 Friday, January 3, 2025, 11:10 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Perfection Contracting Schwartz Newton, NJ 07860 Paae 25 Detailed Room Loads - Room 18 - Bed 4 (Peak Fenestration Gain Procedure General Room is in zone 1, which peaks at 4 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 2 Room Width: 12.0 ft. Zone Number: 1 Area: 144.0 sq.ft. Supply Air: 139 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 7.3 AC/hr Volume: 1,152.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 70 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 511 ft./min. Percent of Supply: 0 % Runout Air Velocity: 511 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.217 in.wg./l00 ft. Actual Summer Infil.: 4 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM_ Loss HTM Gain Gain SE-Wall-12E-Osw 12 X 12 114 0.068 4.4 504 1.9 0 212 SE-GIs-1 D-cv-o shgc-0.56 O%S 30 0.570 37.1 1,112 55.7 0 1,671 UP-Ceil-16B-30 12 X 12 144 0.032 2.1 300 1.9 0 276 Subtotals for Structure: 1,916 0 2,159 Infil.: Win.: 8.5, Sum.: 4.3 144 4.194 604 0.826 95 119 Ductwork: 1,149 782 Room Totals: 3,669 95 3,060 C:\...\Scott Schwartz.rh9 Friday, January 3, 2025, 11 A 0 AM [ErVf:'C_'t -Residential&Light Commercial HVAC Loads Elite Software Development,Inc. ion Contracting Schwartz n NJ 07860 __ Pace 26 Detailed Room Loads - Room 19 - Hall/WIC_CPeak Fenestration Gain Procedure General Room is in zone 2, which peaks at 9 am Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 18.0 ft. System Number: 2 Room Width: 20.0 ft. Zone Number: 2 Area: 360.0 sq.ft. Supply Air: 42 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 0.9 AC/hr Volume: 2,880.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 42 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 484 ft./min. Percent of Supply: 0 % Runout Air Velocity: 484 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.268 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Cig Lat Senl� Description Quantity Value, HTM Loss HTM Gain Gain UP-Ceil-166-30 18 X 20 360 0.032 2.1 749 1.9 0 691 Subtotals for Structure: 749 0 691 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 342 237 Room Totals: 1,091 0 928 C:\...\Scott Schwartz.rh9 Friday, January 3, 2025, 11:10 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Perfection Contracting Schwartz Newton,NJ 07860 Page 27 Detailed Room Loads - Room 20 - Master Bedroom (Peak Fenestration Gain Procedure `General Room is in zone 2, which peaks at 9 am Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 15.0 ft. System Number: 2 Room Width: 15.0 ft. Zone Number: 2 Area: 225.0 sq.ft. Supply Air: 162 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.4 AC/hr Volume: 1,800.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 81 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 595 ft./min. Percent of Supply: 0 % Runout Air Velocity: 595 ft./min. Actual Winter Infil.: 15 CFM Actual Loss: 0.293 in.wg./100 ft. Actual Summer Infil.: 8 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain NW-Wall-12E-Osw 12 X 8 96 0.068 4.4 424 1.9 0 179 NE-Wall-12E-Osw 15 X 8 90 0.068 4.4 398 1.9 0 168 SE-Wall-12E-Osw 5 X 8 40 0.068 4.4 177 1.9 0 75 NE-GIs-1 D-cv-o shgc-0.56 O%S 30 0.570 37.1 1,112 52.9 0 1,586 UP-Ceil-166-30 15 X 15 225 0.032 2.1 468 1.9 0 432 Subtotals for Structure: 2,579 0 2,440 Infil.: Win.: 15.0, Sum.: 7.7 256 4.191 1,073 0.828 169 212 Ductwork: 1,665 910 Room Totals: 5,317 169 3,562 C:\...\Scott Schwartz.rh9 Friday, January 3, 2025, 11:10 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Perfection Contracting Schwartz Newton NJ 07860 Page 28 Detailed Room Loads - Room 21 - Master Bath (Peak Fenestration Gain Procedure General Room is in zone 2, which peaks at 9 am Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 9.0 ft. System Number: 2 Room Width: 17.0 ft. Zone Number: 2 Area: 153.0 sq.ft. Supply Air: 146 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 7.1 AC/hr Volume: 1,224.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 73 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 534 ft./min. Percent of Supply: 0 % Runout Air Velocity: 534 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.238 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area -U- Htg Sen Clg Lat Sen 1 Description _ Quantity Value HTM Loss HTM Gain Gain NE-Wall-12E-Osw 17 X 8 106 0.068 4.4 469 1.9 0 197 SE-Wall-12E-Osw 9 X 8 72 0.068 4.4 318 1.9 0 134 NE-GIs-1 D-cv-o shgc-0.56 0%S 30 0.570 37.1 1,112 52.9 0 1,586 UP-Ceil-1613-30 9 X 17 153 0.032 2.1 318 1.9 0 294 Subtotals for Structure: 2,217 0 2,211 Infil.: Win.: 12.2, Sum.: 6.3 208 4.192 872 0.827 137 172 Ductwork: 1,408 818 Room Totals: 4,497 137 3,201 C:\...\Scott Schwartz.rh9 Friday, January 3, 2025, 11:10 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Perfection Contracting Schwartz Newton,NJ 07860 Page 29 System 1 Room Load Summary _ Htg Min Run Run Clg Clg Min Act° Room Area Sens Htg Duct Duct Sens Lat Cig Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Rec Room 450 3,478 45 1-4 441 845 93 38 38 2 Rec Room Back 128 3,073 40 1-4 682 1,307 165 59 59 3 Rec Room Middle 459 2,082 27 1-4 694 1,331 44 61 61 4 Basement Bed 195 1,473 19 1-4 358 686 25 31 31 Zone 1 subtotal 1,232 10,106 131 4,169 327 190 190 ---Zone 2--- 5 Mud Room 98 1,731 23 1-4 436 835 87 38 38 6 Kitchen 336 1,180 15 1-4 401 768 52 35 35 7 Eating Area 208 4,271 56 2-5 527 3,160 198 144 144 8 Family Room 374 6,254 81 3-5 588 5,281 227 240 240 9 Living Room 168 3,462 45 2-5 621 3,718 151 169 169 10 Powder Room 50 1,640 21 1-5 562 1,682 87 77 77 11 Dining Room/foyer 481 4,919 64 3-5 573 5,152 232 235 235 Zone 2 subtotal 1,715 23,457 305 20,596 1,034 938 938 System 1 total 2,947 33,563 437 22,946 1,361 1,045 1,045 System 1 Main Trunk Size: 12x16 in. Velocity: 783 ft./min Loss per 100 ft.: 0.093 in.wg Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load Procedure + Excursion"method. Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.03 94% /6% 22,946 1,361 24,307 Equipment Data Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\...\Scott Schwartz.rh9 Friday, January 3, 2025, 11:10 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Perfection Contracting Schwartz Newton,NJ 07860 Page 30 System 2 Room Load Summary Htg Min Run Run Clg Clg Min Al Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 12 Bed 2 168 4,541 59 2-4 675 2,588 137 118 118 13 Bed 3 168 4,541 59 3-5 560 5,033 137 229 229 14 Bath 3 133 1,935 25 1-4 680 1,303 58 59 59 15 Laundry 128 1,817 24 1-5 592 1,773 53 81 81 16 Bed 5 165 4,534 59 3-5 559 5,025 137 229 229 17 Hall Bath 70 715 9 1-4 170 325 26 15 15 18 Bed 4 144 3,669 48 2-5 511 3,060 95 139 139 Zone 1 subtotal 976 21,752 283 19,107 643 870 870 ---Zone 2--- 19 Hall/WIC 360 1,091 14 1-4 484 928 0 42 42 20 Master Bedroom 225 5,317 69 2-5 595 3,562 169 162 162 21 Master Bath 153 4,497 58 2-5 534 3,201 137 146 146 Zone 2 subtotal 738 10,905 142 7,691 306 350 350 Duct Latent 1,055 System 2 total 1,714 32,657 425 24,279 2,004 1,105 1,105 System 2 Main Trunk Size: 12x16 in. Velocity: 829 ft./min Loss per 100 ft.: 0.103 in.wg Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load Procedure+ Excursion" method. Cooling System Summary Cooling Sensible/Latent Sensible Latent Tons wit Btuh Btuh Net Required: 2.19 92%/8% 24,279 2,004 26,282 LEquipment Data Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: i Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\...\Scott Schwartz.rh9 Friday, January 3, 2025, 11:10 AM SUBMITTAL DATAurnac 7 Series 7O0R11 Smarter from the Ground Up 7- ti Indoor Split Geothermal Heat Pump R-454B / 60HZ SDW7-0022W u- r• rr u�rnww wrsoi�i P��p� Contractor: P.O.: 7 Series 70OR11 - Indoor Split 030, 042, 048 Ton 6OHz Engineer: rrt Project Name: Unit Tag: Smarter frown the Ground Up- Model Nomenclature Model Nomenclature (Compressor Section) 1 2 3 4 5-7 8 9 10 11 12 13 14 15 16 17 18 19 20 w Z I a z M a -Y 1 Q E Q E E E Q 1 Q Brand) IntelliStart 0-None W-WFI Mitigation Model 7-7 Series 1-Sensor Mitigation Type Controls S-Split Water to Ref D-Aurora Premium Control (Performance and Refrigeration Cabinet Configuration Monitoring)with EEV Z-Indoor Cube Unit Capacity 030.042.04', F-Ftrture Option Refrigerant B-R454P, F-Future Option Compressor Type V-Variable Capacibj F-Future Option Voltage 1-208-230/6011 Water Coil C-Copper Vintage N-CuproNickel -Factory Use Only F-Future Option Hot Water Generation 0-None Rev.: 11/15/24 1-Hot Water Generation with Factory Installed Pump WaterFurnace works continually to improve its products.As a result.the design and specifications of each product at the time of order may be changed without notice.Please contact WaterFurnace at 1-888-929-2837 for latest design and specifications.Purchaser's approval of this data set signifies that the equipment is acceptable under the provisions of the job specification.Statements and other infonnatlon contained herein are not express warranties and do not form the basis of any bargain between the oarties.but are merely WaterFurnace's Opinion or commendation of its products.The latest version of this document is available at www.waterfurnace.com. SDW7-0022W 12/24 2 Page of Contractor: P.O.: 7 Series 700R11 - Indoor Split 030, 042, 048 Ton 60Hz Engineer: fff Project Name: Unit Tag: Smarter from the Ground Up 5 Model • Model Nomenclature (Air Handler) 1 2 3 4 5-7 8 9 10 11 12 13 14-15 16 17 18 19 20 I0( I Z I ]a M M a hi 1 Q 1 0 E . D 1 E Brand) �F-Future W-WFI Model Mitigation 7-7 Series 1 -Sensor Mitigation- Controls Type B-Air Handler D-Aurora Premium Control With EEV Cabinet Configuration M-MLltl Positional' Filter 3-1"Filter Rack,No Filter Unit Capacity2 030,042.048 F-Future Refrigerant — Electric Heat B-R454F: 00-None Compressor Type 10-10kW(030-048 only)No Breakers N-Nor� 15-15kW(042-o48 only)with Breakers 20-20kW(048 only i with Breakers Voltage _ _ 1-208-��u i,1.1 Blower 2-Variable Speed ECM Vintage Rev.: 11/15/24 Factory Use Only Refrigeration Option 0-None Notes: '-Air flow on the 048 unit in the horizontal configurations should be limited to 1900 cfm in cooling mode,or condensate blow off may occur. 2-Compressor section must be matched with identical model W7B air handler section.See Compatibility Table To field convert the W7B to bottomflow air discharge.The SAHBCK kit must be ordered separately. a equipped pped with single refrigeration detection sensor only.ASB Board is located in the compressor section. WaterFurnace works continually to Improve its products.As a result,the design and specifications of each product at the time of order may be changed without notice.Please contact WaterFurnace at I-888-929-2837 for latest design and specifications.purchaser's approval of this data set signifies that the equipment is acceptable under the provisions of the job specification.Statements and Other information contained herein are not express warranties and do not form the basis of any bargain between the parties,but are merely Watericurnace's opinion or commendation of its products.The latest version of this document is available at www.waterf,r,ace.com, SDW7-OO22W 12/24 3 Page of 7 Series 70OR11 - Indoor Split Contractor: P.O.: 030, 042, 048 Ton 60Hz Engineer: �• fsf Project Name: Unit Tag: S-ter from the Ground Up 5 AHROSO 13256-1 Performance Ratings 7 Series Indoor Split Residential Series AHRI Data ECM Motor AHRI/ASHRAE/ISO 13256-1 Water Loop Heat Pump Ground Water Heat Pump Ground Loop Heat Pump Flow Rate CIg/Htg Cooling Heating Cooling Heating Cooling Heating Capacity EWT 86°F EWT 68°F EWT 59°F EWT 50°F Full Load 77°F Full Load 32°F Model Modulation Part Load 68°F Part Load 41°F cfm Capacity EER Btuh/W Capacity COP Capacity EER Btuh/W Capacity COP Capacity EER Btuh/W Capacity COP Btuh Btuh Btuh Btuh Btuh Btuh Full 1200/1500 31,600 15.1 48,300 5.1 35,800 27.8 40,700 4.5 32,400 18.1 31,700 3.4 030 Part 650/800 12,100 22.6 17,100 7.3 19,500 42.0 14,000 5.7 13,100 40.0 12,000 5.2 Full 1500/1800 38,100 15.6 55,900 4.9 44,400 28.8 51,300 4.4 41,600 19.3 41,400 3.8 042 Part 900/1100 15,400 22.4 22,700 8.5 19,300 54.0 18,300 5.9 15,400 40.8 15,900 5.4 Full 1800/2200 44,000 11.7 80,500 4.0 56,600 21.0 69,600 3.8 48,000 14.0 53.500 3.2 048 Part 950/1200 19,400 21.3 31,400 7.4 21,200 49.3 25,300 5.8 22,000 37.0 21,600 5.0 Cooling capacities based upon 80.6°F DB,66.2°F WB entering air temperature 10/15/24 Heating capacities based upon 68°F DB,59°F WB entering air temperature All ratings based upon 208V operation Energy Star Compliance Table Tier 3 Energy Star Rating Criteria In order for water-source heat pumps to be Energy Star rated they must Model meet or exceed the minimum efficiency requirements listed below.Tier Ground Water Ground Loop 3 represents the current minimum efficiency water source heat pumps must have in order to be Energy Start rated. 30 X X Tier 3:1/1/2012-No Effective End Date Published 42 X X Water-to-Air EER COP Ground Loop 17.1 3.6 48 X X Ground Water 21.1 4.1 9/24/24 Water-to-Water Ground Loop 16A 3.1 Ground Water 20.1 3.5 WaterFumace works continually to Improve Its products.As a rewlt,the design and specifications of each product at the time of order may be changed without notice.Please contact waterFurnace at 1.888.929.2837 for latest design and specifications.Purchaser's approval of this data set signifies that the equipment Is acoaptable under the provisions of the lob specification.Statements and other information contained heroin are not express warranties and do not forth the basis of any bargain between the parties.but are merely waterFumace's opinion or commandation of its products.The latest version of this document is available at www.waterfurnaca.com. SDW7-0022W 12/24 4 Page of Contractor: P.O.: 7 Series 70OR11 - Indoor Split 030, 042, 048 Ton 60Hz Engineer: Project Name: Unit Tag: Smarter from the Ground Up • D.ta - Compressor Secti 30 in [76 cm] Primary o �� Service Access q �� Q o 0 \ 6 in [15cm]Vented Access Panel Clearance A F M � E ti 0 Water Service Valve HWG Low External Line KNOCK KNOCK Height Width Depth Water In OutHWG In Out Voltage Pump Voltage OUT OUT Models Li]1d Gas A B C D E G H J K L M N P in. 21.25 25.62 31.60 2.30 7.21 118.30 10.30 13.30 12.10 14.30 9.50 4.70 9.10 030-048cm. 54.00 65.10 80.30 5.80 18.50 446.50 1 26.20 1 33.80 1 30.70 1 36.30 1 24.10 11.90 1 23.10 WaterFurnace works continually to improve its products.As a result.the design and specifications of each product at the time of order may be changed without notice.Please contact WaterFurnace at 1-888-929-2837 for latest design and specific ations.Purchaser's approval of this data set Signifies that the equipment is acceptable under the provisions of the job specification.statements and other information contained herein are not express warranties and do not form the basis of any bargain between the parties,but are merely WaterFurnace's opinion or commendation of its products.The latest version of this document is available at www.waterfurnare.com. SDW7-0022W 12/24 5 Page of Contractor: _ P.O.: - 7 Series 70OR11 - Indoor Split 030, 042, 048 Ton 60Hz Engineer: �• rrr Project Name: Unit Tag: Smarter from the Ground Up 5 DimensionalAir Handier Top Flow/Horizontal Unit Configuration Top View Bottom View BB1 Cc DU s • X I EE a ie AA Front View Right Side View n i_ tr N M Ff I I K Jl_Jl_ f i P O B R S T- A Air Handler - Top flow/Horizontal Overall Cabinet Refrigerant Topflowl D E Connections Horizontal A B C 1'4'cad 117 cord F H J K L M N 0 a12,1 U V W X y Z AA B8 CC DD EE FF Configuration Power Low Low Wldt Deph Height Shy Voltaw Section Power Supply Voltage 030A48 in. 24.9 21.2 58.0 56.1 53.2 26 L9 4.8 6,4 9.6 10.8 tt 1] 914 22 206 22 184 17 4.2 6.7 1.5 18,0 3,4 1&0 1.a an. 53.2 53.8 147.3 1425 135.1 6.6 4.8 122 16.3 244 274 28 4.3 56 52.3 5.6 46.7 4.3 10.7 1Z0 3.8 45.7 8.6 45.7 4.6 Condensate is plastic 3/4'FPT Discharge Lange is kb installed and extends 1"(25.4 inn)Fom cabinet "r IS 1 318 KNOCKOUT HIGH VOLTAGE NOTE:Clearance for maintenance and servicing access-minimum 30'from front of unit 'Z"IS 1 1/8 KNOCKOUT HIGH VOLTAGE recommended for blower motor/coil replacement Condensate drain Imes routed to dear filter and panel access Fitter removal-minimum 30'recommended. 'AA"IS 7/8 KNOCKOUT LOWVOLTAGE WaterFurnace works continually to improve its Products.As a result,the design and specifications of each product at the time of order may be changed without notice.Please contact WaterFurnace at 1-888-929-2837 for latest design and specif Wtions.Purchaser's approval of this data set signifies that the equipment is acceptable under the provisions of the job specification.Statements and other Information contained herein are not espies warranties and do not form the basis of any bargain between the parties,but are merely WaterFurnace's opinion or commendation of its products.The latest version of this document is available at www.waterfurnace.com. SDW7-0022W 12/24 6 Page of Contractor: P.O.: 7 Series 70OR11 - Indoor Split 030, 042, 048 Ton 60Hz Engineer: Project Name: Unit Tag: S—ter from the Ground Up 5 DimensionalAir Handlercont. Bottom Flow Unit Configuration Left Side View Front View 0 N M L K t J H I G D h� E E � A Top View Bottom View W O 0 0 T v e e T Air Handler- Bottom Flow Overall Cabinet Refrigerant Bottomflow 0 E F Connections Configuration TAB C 112'cad3/4'cord G H I J K L M N 0 P Q R S T U V W X Y Z Height low Pave Paves Sutton Liquid Vottage Supply Supply Suction 030-048 n 249 212 58.0 44 19 26 240 27.0 285 313 32.8 11 17 28 45 202 219 235 12 34 1" 18-0 21 22 205 185 an 632 53.8 1473 112 48 66 610 686 124 795 833 28 43 71 114 513 55 5597 30 66 457 457 53 56 521 470 Condensate Is plastic,14'FPT Discharge lange Is field Installed and extends 1"(2S 4 mn)tom cabinet NCTF Clearance for maintenance and servicing access minimum 30' from front of unit recommended for blower motor/coil replacement. Condensate drain lines routed to clear filter and panel access Filter removal-minimum 30"recommended. WaterFurnace works continually to improve its products.As a result.the design and specifications of each product at the time of order may be changed without rotice.Please contact WaterFurnace at 1-888-929-2837 for latest design and specifications.Purchaser's approval of this data set signifies that the equipment is acceptable under the provisions of the job specification.Statements and other information contained herein are not express warranties and do not form the basis of any bargain between the parties.but are merely WaterFurnace's opinion or commendation of its products.The latest version of this document is available at www.waterfurmac..com. SDW7-0022W 12/24 7 Page of Contractor: P.O.: 7 Series 70OR11 - Indoor Split 030, 042, 048 Ton 60Hz Engineer: • fff Project Name: Unit Tag: Smarter from the Ground Up` 5 Physical D.ta - Compressor Secti Model 030 042 048 Compressor(1 each) Variable Speed Scroll Factory Charge R454b,oz[kgl 68 [1.93] 76 [2.15] 81 [2.30] Coax and Water Piping Water Connections Size-Swivel-in[mm] 1"[25.4] 1"[25.41 1"[25.4] HWG Connection Size-Female Sweat I.D.-in[mm] 1/2"[12.7] 1/2"[12.7] 1/2"[12.71 Brass Service Valve-Liquid Line-in[mm] 3/8"[9.451 Brass Service Valve-Suction Line-in[mm] 3/4"[19.11 7/8"[22.231 Coax&Piping Water Volume-gal[I] 1.3 [4.9] 2.3[8.7] 2.3 (8.7] Weight-Operating,lb[kg] 241[109] 302[1371 302[1371 Weight-Packaged,lb[kg] 261[118] 322(1461 322[146] Notes:All units have an internally checked EEV,and 1/2 in. [12.7mm],and 3/4 in.[19.1]electrical knockouts 11/19/24 Brass services valves are sweat type valves ' Handler 030 042 048 Air Coil Total Face Area,ft2[m2] 6.81[0.63] Tube outside diameter-in.[mm] 3/8[9.52] Number of rows 3 Evaporator Coil Fins per inch 12 Suction line connection-in.[mm]sweat 7/8[22.231 Liquid line connection-in.[mm]sweat 3/8[9.45] Refrigerant R-454B Nominal cooling capacity-tons[kW] 3.5 L12.30] 4[14.061 5[17.581 Condensate drain connection-(FPT)in.[mm] 3/4[19.051 Blower Wheel Size(Dia x W),in.[mm] 11 x 10[279 x 254] Blower motor type/speeds Variable Speed ECM Blower motor output-hp[W] 1[7461 Filter Standard-1"[51mm]Field Supplied. 22 X 20[559 x 508] Electrical characteristics(60hz) 208/230-1ph Shipping weight-lbs.[kg] 198[89.6] 206[93.41 Operating weight-lbs.[kg] 180[81.61 188[85.3] 9/24/24 WaterFurnace works continually to improve its products.As a result,the design and specifications of each product at the time of order may be changed without notice.Please contact WaterFurnace at 1-888-929-2837 for latest design and specifications.Purchaser's approval of this data set signifies that the equipment is acceptable under the provisions of the lob specification.Statements and other information contained herein are not express warranties and do not form the basis of any bargain between the parties,but are merely Waterl',mace's opinion or commendation of its products.The latest version of this document is available at www.waterfurnace.com. SDW7-0022W 12/24 8 Page of Contractor: P.O.: 7 Series 70OR11 - Indoor Split 030, 042, 048 Ton 60Hz Engineer: _ try Project Name: Unit Tag: Smarter from the G-fid Up 5 Electrical Data Variable speed with ECM EON motor Rated Voltage COMP COMP Drive HWG Ext Loop Total Unit Minimum Max Fuse HACR Model Voltage Min/Max MRC MOC Drive RLA Internal Pump FLA FLA Circuit Amp Breaker Fuse FLA 030 208-230/60/1 187/253 22 17.0 22.0 30.0 0.4 5.4 27.8 33.3 35 042 208-230/60/1 187/2S3 28.0 22.0 28.0 35.0 0.4 5.4 33.8 40.8 45 048 208-230/60/1 187/2S3 33.0 27.0 33.0 40.0 CA 5.4 38.8 47.1 5o Rated Voltage of 208/230/60/1 9/24/24 HACR circuit breaker in USA only All fuses Class RK-5 HandlerElectrical Data - Air Electric Heat Minimum Aux. Heat Fan Heater Am- Total Unit Maximum Capacity Supply Rated Voltage Circuit Am Model Minimum Motor pacity FLA Fuse/HACR KW BTUH Circuit CFM Voltage Min/Max ILA pacity 240v 240v 208v 240v 208v 240v 208v 240v 208v 240v 030 0 0 7.0 - - TO 7.0 8.8 8.8 15 15 9.6 32,765 single 1 1,300 7.0 34.7 40.0 1 41.7 47.0 1 52.1 58.8 60 60 0 0 7.0 - - 7.0 7.0 8.8 8.8 15 15 9.6 32,765 single 1,300 7.0 34.7 40.0 41.7 47.0 52.1 1 58.8 60 60 042 14.4 49,147 single 7.0 52.0 60.0 59.0 67.0 73.8 83.8 80 90 14.4 49,147 Ll/L2 1,700 7.0 34.7 40.0 41.7 47.0 52.1 58.8 60 60 L3/L4 - 17.3 20.0 17.3 1 20.0 21.6 25.0 25 1 25 0 0 208-230/60/1 197/2S3 7.0 - - 7.0 7.0 8.8 8.8 15 15 9.6 32,765 single 1,300 7.0 34.7 40.0 41.7 47.0 52.1 58.8 60 60 14.4 49,147 single 7.0 52.0 60.0 59.0 67.0 73.8 83.8 80 90 048 14.4 49,147 1-1/1-2 1,700 7.0 34.7 40.0 41.7 47.0 52.1 58.8 60 60 13/1-4 - 17.3 20.0 17.3 20.0 21.6 25.0 25 25 19.2r0 single 7.0 69.3 80.0 76.3 87.0 95.4 108.8 100 110 19.20 Ll/L2 2,000 7.0 34.7 40.0 41.7 47.0 52.1 58.8 60 60 1-3/1-4 34.7 140.01 34.7 1 40.0 43.4 50.0 50 50 9/24/24 Rated Voltage of 208/230/60/1 HACR circuit breaker in USA only WaterFurnace works continually to improve its Products.As a result,the design and specifications of each product at the time of order may be changed without notice.Please contact WaterFurnace at 1-888-929-2837 for latest design and specifications.Purchaser's approval of this data set signifies that the equipment is acceptable under the provisions of the lob specification.Statements and other information contained herein are not express warranties and do not form the basis of any bargam between the parties,but are merely WaterFurnace's opinion or commendation of its prceucts.The latest version of this document is available at www.waterf.rnace.com. SDW7-0022W 12/24 9 Page of Contractor: P.O.: 7 Series 70OR11 -Indoor Split 030, 042, 048 Ton 60Hz Engineer: nr Project Name: Unit Tag: smarterfp the Ground Up- -Operating Limits Operating Limits CoolingHeatIn (ems T vc) VF) VQ AIr Limits Min.Ambient Air 45 7.2 45 7.2 Rated Ambient Air 80 26.7 70 21.1 Max.Ambient Air 100 37.8 85 29.4 Min.Entering Air SO 10.0 40 4.4 NOTE:Minimum/maximum limits are only for start-up conditions,and Rated Entering Air db/wb 80.6/66.2 27/19 68 20.0 are meant for bringing the space up to occupancy temperature.Units Max.Entering Air db/wb 110/83 43/28.3 1 80 26.7 are not designed to operate at the minimum/maximum conditions on Water Limits a regular basis.The operating limits are dependent upon three primary Min.Entering Water 30 -1.1 20 -6.7 factors:1)water temperature,2)return air temperature,and 3)ambient Normal Entering Water 50-110 10-43.3 30-70 1.1 temperature.When any of the factors are at the minimum or maximum levels,the other two factors must be at the normal level for proper and Max.Entering Water 120 48.9 90 32.2 reliable unit operation. Definitions cfm = airflow, cubic feet/minute EER = Energy Efficient Ratio EWT = entering water temperature, Fahrenheit = Btu output/Watt input gpm = water flow in gallons/minute COP = Coefficient of Performance WPD = water pressure drop, psi and feet of water = Btu output/Btu input EAT = entering air temperature,Fahrenheit(dry bulb/wet bulb) LWT = leaving water temperature, pF HC = air heating capacity, MBtu/h LAT = leaving air temperature, pF TC = total cooling capacity, MBtu/h TH = total heating capacity, MBtu/h SC = sensible cooling capacity, MBtu/h LC = latent cooling capacity, MBtu/h kW = total power unit input, kilowatts S/T = sensible to total cooling ratio HR = total heat of rejection, MBtu/h HE = total heat of extraction, MBtu/h HWC = hot water generator capacity, MBtu/h Reference Calculations Heating Calculations: Cooling Calculations: HE LWT=EWT+ HR LWT=EWT- g gpm x 500 pm x 500 HC LAT(DB)=EAT(DB)- SC LAT=EAT+ c cfm x 1.08 fm x 1.08 LC=TC-SC TH=HC+HW S/T= SC TC WaterFurnace works continually to improve its products.As a result,the design and specifications of each product at the time of order may be changed without notice.Please contact Waterl umace at 1-888-929-2837 for latest design and spxlNca[bns.PurchasNs approval of this data sat signifies that the epulpment Is acceptable under the prwislons of the lob specification.Statements and other infortnatbn contained herein are not express warranties and do not form the of any bargain between the parties,but are merely WaterFumace's opinion or commendation of its product:The latest version of this document is available at www.watarfurnace.com. SDW7-0022W 12/24 10 Page of Contractor: P.O.: 7 Series 70OR11 -Indoor Split 030, 042, 048 Ton 60Hz Engineer: Project Name: Unit Tag: 5 wWfiirvmt���s • •n Factor Tables Air Flow Corrections(Compressor Speeds 1-3) Airflow Cooling Heating CFM Per Ton %of Nominal Total Cap Sens Cap Power Heat of Rej Htg Cap Power Heat of Ext of CI 240 60 0.940 0.740 0.967 0.951 0.943 1.106 0.902 275 69 0.950 0.783 0.973 0.959 0.953 1.088 0.918 300 75 0.960 0.827 0.978 0.967 0.962 1.070 0.935 325 81 0.970 0.870 0.984 0.975 0.972 1.053 0.951 350 1 88 0.980 0.913 0.989 0.984 0.981 1.035 1 0.967 375 94 0.990 0.957 0.995 0.992 0.991 1.018 0.984 400 100 1.000 1.000 1.000 1.000 1.000 1.000 1.000 425 106 1.030 1.022 1.024 1.026 1.009 0.982 1.016 450 113 1.060 1.045 1.048 1.051 1.019 0.965 1.033 475 119 1.091 1.067 1.071 1.077 1.028 0.947 1.049 500 125 1.121 1.089 1.095 1.103 1.038 0.930 1.065 520 130 1.151 1.111 1.110 1 1.129 1 1.047 1 0.912 1.082 6/29/12 Air Flow Corrections(Compressor Speeds 4-12) Airflow Cooling Heating CFM Per Ton %of Nominal Total Cap Sens Cap Power Heat of Rej Htg Cap Power Heat of Ext of CI 240 60 0.928 0.747 0.936 0.929 0.961 1.097 0.938 275 69 0.940 0.789 0.946 0.941 0.967 1.081 0.948 300 75 0.952 0.831 0.957 0.953 0.974 1.064 0.959 325 81 0.964 0.873 0.968 0.965 0.980 1.048 0.969 350 1 88 0.976 0.916 0.979 0.976 0.987 1.032 1 0.979 375 94 0.988 0.958 0.989 0.988 0.993 1.016 0.990 400 100 1.000 1.000 1.000 1.000 1.000 1.000 1.000 425 106 1.020 1.023 1.004 1.018 1.010 0.966 1.018 450 113 1.056 1.042 1.008 1.035 1.020 0.932 1.036 475 119 1.072 1.079 1.011 1.053 1.029 0.898 1.054 500 125 1 1.087 1 1.095 1 1.015 1 1.070 1 1.039 0.865 1.071 520 130 1.099 1.113 1.019 1.088 1.049 0.831 1.089 6/14/12 Cooling Capacity Corrections Entering Air Total Clg Sensible Cooling Capacity Multipliers-Entering DB°F Power Heat of WB°F Cap 60 65 70 75 80 80.6 85 90 95 100 Input Rejection 55 0.898 0.723 0.866 1.048 1.185 ` 0.985 0.913 60 0.912 0.632 0.880 1.078 1.244 1.260 0.994 0.927 63 0.945 0.768 0.960 1.150 1.175 0.996 0.954 65 0.976 0.694 0.881 1.079 1.085 1.270 ' 0.997 0.972 66.2 1 0.983 1 0.655 0.842 1.040 1.060 1.232 t 0.999 0.986 67 1 1.000 1 0.616 10.8061 1.000 1.023 1 1.193 1 1.330 1 1.480 1.000 1.000 70 1.053 0.693 1 0.879 1 0.900 1 1.075 1 1.205 1 1.404 1.003 1.044 75 1.168 1 0.687 1 0.715 1 0.875 1 1.040 1 1.261 1.476 1.007 1.141 NOTE:'Sensible capacity equals total capacity at conditions shown. 1/5/2017 Heating Capacity Corrections Ent Air DB°F Heating Corrections Htg Cap Power Heat of Ext 45 1.062 0.739 1.158 50 1.050 0.790 1.130 55 1.037 0.842 1.096 60 1.025 0.893 1.064 65 1.012 1 0.945 1 1.030 68 1.005 0.976 1.012 70 1.000 1.000 1.000 75 0.987 1.048 0.970 80 0.975 1.099 0.930 1/5/17 WaterFumace works continually to improve Its products.As a result.the design and specifications of each product at the time of order may be changed without notice.Please contact Waterl urnace at 1.888-929-2837 for latest design and specifications.Purchaser's approval of this data set signifies that the equipment is acceptable under the provisions of the job specification.Statements and other information contained herein are not express warrandes and do not form the basis of any bargain between the Parties.but are merely WaterFurnace's opinion or commendation of its products.The latest version of this document is available at www.waterf-ace.com. SDW7-0022W 12/24 11 Page of Contractor: P.O.: 7 Series 70OR11 - Indoor Split 030, 042, 048 Ton 60Hz Engineer: If • fff Project Name: Unit Tag: Smarter 71om the Groped Up' Pressure • • Pressure Drop(psi) Model GPM 301 F 50' F 700 90o F 110' F 11.5 3.60 3.30 3.10 2.90 2.70 9.0 2.30 2.10 2.00 1.90 1.70 030 7.0 2.10 2.00 1.80 1.80 1.60 6.0 1.10 1.05 1.00 0.90 0.85 4.5 0.70 1 0.66 0.64 0.60 0.55 13.5 4.10 3.80 3.60 3.40 3.10 10.5 1.90 1.80 1.70 1.60 1.50 042 7.5 1.70 1.50 1.40 1.30 1.20 6.0 1.00 0.90 0.80 0..7 0.60 4.0 0.40 0.38 0.36 0.34 1 0.30 17.0 6.20 5.80 5.40 5.00 4.60 13.5 3.90 3.70 3.50 3.10 2.90 048 9.5 1.90 1.80 1.70 1.60 1.50 7.5 1.40 1.30 1.20 1.10 0.90 5.0 0.60 0.55 0.50 0.45 0.40 9/24/24 WaterFurnace works continually to Improve its products.As a result,the design and specifications of each product at the time of order may be changed without notice.Please contact WaterFurnace at 1-888-929-2837 for latest design and specifications.Purchaser's approval of this data set signifies that the equipment is acceptable under the provisions of the lob specification.Statements and other information contained herein are not express warranties and do not form the basis of any bargain between the Parties,but are merely WaterFurnace's opinion or commendation of its Products.The latest version of this document is available at www.waterfurnace.com. 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JMH dOJ 1V1 3H lemod JH oyl! 13 ISd wd6 A. m0!d 1M3 MOH 1M3 21.L9/O91V3-oNflooD OdM j.OL.LV3-9NI.LV3H OdM peOI fed %09 - Zti0ZSLM -lu• - • dnpT^-g��'DW IJ;mow-4,./»/JAUM 7�,J///y//�J, :6el ;iun :aweN ;Jafoad 111 • Llw :,laaui6u3 ZH09 UOl O LZVO LO£0 J!IdS JOOpu/ - ll?JOOZ SaiiaS L Od :ao�Je�;uo� Contractor: P.O.: 7 Series 70OR11 -Indoor Split 030, 042, 048 Ton 60Hz Engineer: Project Name: Unit Tag: Smarter/rom the Ground Up- Performance Data cont. W7SZ042 - Full Load WPD HEATING-EAT 70'F WPD COOLING-EAT 80/67'F EWT Flow EWT Flow 'F 9pm PSI FT Airflow HC Power HE LAT COP HWC eF 9pm PSI FT irflo TC SC S/T Power HR EER HWC cfm MB[uh kW MBtuh 'F MBtuh cfm MBtuh MBtuh Ratio kW MBtuh MBtuh 9.0 1.9 4.3 6.0 0.9 2.2 20 12.0 3.5 8.1 20 8.5 1.6 3.8 15.0 5.0 11.6 1600 26.8 2.07 21.2 86.8 2.89 3.5 I1.0 2.5 5.7 1800 26.8 2.04 21.3 85.1 2.96 3.1 9.0 1.8 4.2 1600 30.9 2.29 24.7 89.3 3.05 3.5 6.0 0.9 2.1 1200 43.1 26.3 0.61 1.37 48.5 31.5 - 1800 30.8 2.23 24.9 8Z2 3.16 3.2 1400 43.8 28.7 0.66 1.43 49.3 30.6 30 12.0 3.4 7.9 1600 31.5 2.31 25.4 89.7 3.11 3.7 30 8.5 1.6 3.7 1200 43.3 26.4 0.61 1.32 48.7 32.8 - 1800 31.5 2.24 25.6 87.6 3.22 3.2 1400 44.0 28.8 0.65 1.37 49.5 32.1 15.0 4.9 11.3 1600 31.8 2.27 25.8 89.9 3.22 3.9 11.0 2.4 5.5 1200 43.5 26.5 0.61 1.27 48.9 34.3 - 1800 32.0 2.25 26.0 87.8 3.26 3.4 1400 44.2 29.0 0.66 1.33 49.7 33.2 9.0 1.8 4.1 1600 36.1 2.50 29.6 92.5 3.34 3.8 6.0 0.9 2.0 1200 41.8 26.3 0.63 1.57 48.1 26.6 - 1800 36.1 2.42 29.9 90.1 3.48 3.5 1400 42.5 28.8 0.68 1.65 48.9 25.8 40 12.0 3.3 7.6 1600 37.2 2.53 30.6 93.1 3.42 4.2 40 8.5 1.5 3.6 1200 42A 26.5 0.63 1.53 48.4 27.5 - 1800 37.0 2.44 30.8 90.6 3.56 3.7 1400 42.7 28.9 0.68 1.60 49.1 26.7 15.0 4.7 11.0 1600 37.4 2.48 31.0 93.2 3.53 4 44 11.0 2.3 5.3 1200 42.3 26.6 0.63 1.48 48.6 28.6 - 1800 37.6 2.45 31.3 90.9 3.61 3.9 1400 43.0 29.1 0.68 1.55 49.5 27.7 9.0 1.7 3.9 1600 41.6 2.63 34.9 95.8 3.75 4.4 6.0 0.9 2.0 1200 40.3 26.2 0.65 1.85 47.4 21.8 - 1800 41.9 2.62 35.3 93.2 3.81 4.0 1400 41.2 29.2 0.71 1.93 48.4 21.3 s0 12.0 32 7.4 1600 42.8 2.66 36.1 96.5 3.84 4.8 50 8.5 1.5 3.5 1200 40.5 26.3 0.65 1.81 47.6 22.4 - 1800 43.1 2.64 36.5 93.8 3.90 4.4 1400 41.3 29.3 0.71 1.87 48.5 22.1 - 15.0 4.6 10.6 1600 43.5 2.67 36.8 96.9 3.89 5.1 110 2.2 5.2 1200 40.7 26.5 0.65 1.77 47.8 23.0 1800 43.9 2.66 37.2 94.2 3.96 4.6 1400 41.5 29.5 0.71 1.82 48.8 22.8 9.0 1.7 3.8 1600 47.7 2.82 40.8 99.5 4.09 5.2 6.0 0.8 1.9 1200 39.1 25.4 0.65 221 46.9 17.7 2.6 1800 48.2 2.82 41.2 96.5 4.13 4.7 1400 40.0 29.1 0.73 2.31 48.0 17.3 2.7 60 12.0 3.1 7.2 1600 49.2 2.85 42.2 100.4 4.19 5.6 60 8.5 1.4 3.3 1200 39.3 25.5 0.65 2.03 47.2 19.4 2.4 1800 49.7 2.85 42.7 97.3 4.24 5.1 1400 40.3 29.3 0.73 2.13 48.4 18.9 2.6 15.0 4.4 10.3 1600 50.2 2.87 43.2 100.9 4.25 6.0 11.0 2.2 5.0 1200 39.5 25.7 0.65 1.86 47.4 21.2 2.2 1800 50.4 2.77 43.7 1 97.7 1 4.45 5.4 1400 40.5 29.4 0.73 1.95 48.6 20.8 2.4 9.0 1.6 3.7 1600 54.6 3.10 47.0 103.6 4.28 6.0 6.0 0.8 1.8 1200 37.8 25.3 0.67 2.43 47.3 15.6 3.4 1800 54.6 2.93 47.7 100.0 4.60 5.5 1400 38.6 29.0 0.75 2.52 48.3 15.3 3.6 70 12.0 3.0 6.9 1600 56.5 3.14 48.8 104.7 4.39 6 55 70 8.5 1.4 3.2 1200 38.0 25.5 0.67 2.27 47.5 16.7 3.1 1800 56.5 2.96 49.6 101.0 4.73 6.0 1400 38.8 29.1 0.75 2.37 48.5 16.4 3.4 15.0 4.3 9.9 1600 57.6 3.17 50.0 105.4 4.46 6.9 11.0 2.5 4.9 1200 38.2 25.6 0.67 2.10 47.8 18.2 2.8 1800 57.8 2.97 50.8 101.6 4.82 7.2 1400 39.1 29.3 0.75 2.21 48.9 17.7 3.2 9.0 1.5 3.6 1600 61.9 3.40 53.7 108.0 4.46 7.1 6.0 0.8 1.8 1200 36.5 24.5 0.67 2.70 47.5 13.5 4.5 1800 62.4 3.32 54.5 104.1 4.64 6.5 1400 37.6 28.5 0.76 2.82 48.9 13.3 4.8 60 F 2.9 6.7 1600 64.2 3.45 55.9 109.4 4.58 7.6 60 8.5 1.4 3.1 1200 36.7 24.6 0.67 2.55 47.7 14.4 4.1 1800 64.7 3.35 56.8 105.4 4.79 7.0 1400 37.8 28.7 0.76 2.66 49.1 14.2 4.4 4.2 9.6 1600 65.6 3.48 57.3 110.2 4.66 8.1 11.0 2.0 4.7 1200 36.9 24.7 0.67 2.40 48.0 15.4 3.8 1800 66.2 0.46 58.3 106.2 4.89 7.5 1 1400 38.1 28.9 0.76 2.51 49.5 15.2 4.2 9.0 1.5 3.4 1600 69.6 3.72 60.7 112.6 4.62 8.4 6.0 0.7 1.7 1200 35.1 24.6 0.70 2.96 47.4 11.9 6.0 1800 70.0 3.52 61.7 108.2 4.96 Z7 1400 36.2 28.9 0.80 1 3.08 48.9 11.8 6.3 90 12.0 2.8 6.5 1600 72.3 3.77 63.4 114.3 4.75 8.9 90 8.5 1.3 3.0 1200 35.3 24.7 0.70 2.86 47.7 12.3 5.3 1800 72.7 1 3.56 64.5 109.7 5.13 8.2 1400 36.5 29.2 0.80 2.98 49.3 12.2 5.8 15.0 4.0 9.3 1600 74.0 3.80 65.1 115.3 4.84 9.5 11.0 2.0 4.5 1200 35.6 24.9 0.70 2.76 48.1 12.9 5.0 1800 74.5 3.58 66.3 110.6 5.23 1 1400 36.6 29.3 0.80 2.86 49.4 12.8 6.3 9.0 1.4 3.3 6.0 0.7 1.7 1200 32.6 24.4 0.75 3.32 43.9 9.8 7.0 1400 33.6 28.7 0.85 3.46 45.4 9.7 7.5 100 12.0 2.7 6.2 100 8.5 1.3 2.9 1200 32.4 24.7 0.76 3.23 43.4 10.0 6.7 1400 33.4 29.1 0.87 3.36 44.8 9.9 Z3 15.0 3.9 8.9 11.0 1.9 4.4 1200 33.6 25.1 0.75 3.11 44.2 10.8 6.3 1400 34.6 29.5 0.85 3.25 45.6 10.6 7.1 9.0 1.4 3.2 6.0 0.7 1.6 1200 30.0 22.7 0.76 3.64 42.4 8.2 9.0 1400 30.8 26.7 0.87 3.79 43.7 8.1 9.8 110 12.0 2.6 6.0 Operation not recommended I 110 8.5 1.2 2.8 1200 29.5 23.0 0.78 3.62 41.9 8.2 8.6 1400 30.5 27.1 0.89 3.77 43.4 8.1 9.4 15.0 3.7 8.6 _ 11.0 1.8 4.2 1200 30.9 23.4 0.76 3.51 42.9 8.8 8.2 1400 31.8 27.5 0.86 3.66 44.3 8.7 9.2 9.0 1.3 3.1 _ 6.0 0.7 1.5 1200 26.7 23.9 0.90 4.35 41.5 6.1 11.9 -- - - - 1400 27.2 26.1 0.96 4.45 42.4 6.1 12.4 120 12.0 2.5 5.8 120 8.5 1.2 2.7 1200 2Z0 24.1 0.89 4.11 41.0 6.6 11.1 1400 27.5 26.2 0.95 421 41.9 6.5 12.0 15.0 3.6 8.2 11.0 1.7 4.0 1200 27.2 24.1 0.89 3.97 40.8 6.8 10.2 1400 27.8 26.2 0.94 4.10 41.8 6.8 11.4 Performance capacities shown in thousands of Btuh. 9/27/24 WaterFumace works continually to Improve its products.As a result.the design and specifications of each product at the time of order may be changed without notice.Please contact WaterFurnace at 1-888-929-2837 for latest design and specifications.Purchaser's approval of this data set signifies that the eclulpment Is acceptable under the provisions of the job specification.Statements and other Infonnatlon contained herein are not express warranties and do not tom the basis of any bargain between the parties.but are mecNy WaterFumace's opinion or commendation of its products The latest version of this document is available at www.waterfurnace.com. SDW7-0022W 12/24 16 Page of Contractor: P.O.: 7 Series 70OR11 -Indoor Split 030, 042, 048 Ton 60Hz Engineer: Project Name: Unit Tag: a 1 smarter nipm tfw Giwnd Lp' Performancecont. W7SZ048 - 50% Part Load WPD HEATING-EAT 70•F WPD COOLING-EAT 80/67'F EWT Flow EWT Flow 'F gpm PSI FT Avflo HC Power HE LAT COP HWC 'F 9prtl PSI FT Airflo TC SC S/T Power HR EER HWC cfrrt MBtuh kW MBtuh 'F MBtuh cfm MBtuh MBtuh Ratio kW MBtuh MBtuh 3.7 0.1 0.3 3.2 0.1 0.3 20 5.1 0.6 1.4 20 4.6 0.5 1.1 Operation not recommended 7.5 1.2 27 850 22.2 1.63 17.1 90.6 2.89 3.9 6.0 0.8 1.9 ..- 980 21.9 1.54 17.1 90.3 3.07 3.7 3.7 0.1 0.3 850 24.0 1.69 18.7 92.5 3.06 4.0 3.2 0.1 0.3 750 23.2 1 15.5 0.67 0.64 24.3 34.6 - 980 23.7 1.59 18.7 92.2 3.26 3.6 1 850 23.7 17.0 0.72 0.67 24.8 33.8 30 5.1 0.6 1.3 850 25.1 1.74 19.7 93.6 3.13 4.1 30 4.6 0.5 1.1 750 23.6 15.7 0.66 0.61 24.5 36.8 - 980 24.7 1.62 19.7 93.2 3.35 3.7 850 23.9 17.1 0.72 0.64 25.0 35.5 7.5 1.1 2.6 850 26.0 1.76 20.5 94.6 3.22 4.1 6.0 0.8 1.8 750 23.7 15.7 0.66 0.59 24.6 38.2 - 980 25.6 1.66 20.6 94.2 3.43 3.5 850 24.3 171 0.71 0.62 25.2 37.3 3.7 0.1 0.3 850 27.6 1.82 22.0 96.2 3.34 4.2 3.2 0.1 03 750 28.4 18.8 0.66 0.85 33.6 33.4 - 980 27.3 1.71 22.0 95.9 3.56 3.8 850 28.8 20.6 0.72 0.88 34.2 32.7 - 40 5.1 0.6 1.3 850 28.9 1.87 23.1 97.6 3.43 4.3 40 4.6 0.4 1.0 750 28.6 19.0 0.66 0.80 33.8 35.8 - 980 28.6 1.75 23.2 97.3 3.66 3.9 850 29.1 20.8 0.71 0.84 34.4 34.6 75 1.1 2.5 850 30.2 1.91 24.3 98.9 3.51 4.4 6.0 0.8 1.8 750 28.8 19.2 0.67 0.78 34.0 36.9 - 980 29.8 1.80 24.3 98.5 3.75 4.0 850 29.4 21.0 0.71 0.81 34.6 36.3 3.7 0.1 0.2 850 31.5 1.96 25.5 100.3 3.60 4.5 3.2 0.1 0.2 750 27.4 18.0 0.66 1.02 33.2 26.9 - 980 31.1 1.84 25.5 1 99.9 3.84 4.2 850 28.1 20.2 0.72 1.09 33.9 25.8 So 5.1 0.5 1.2 850 33.2 2.02 27.0 102.0 3.69 4.7 So 4.6 0.4 1.0 750 27.6 18.2 0.66 1.00 33.4 27.6 - 980 3208 1.90 27.1 101.6 3.94 4.3 850 28.4 20.4 0.72 1.06 34.1 26.8 7.5 1.1 2.5 850 35.7 2.08 28.4 103.6 3.78 4.8 6.0 0.7 1.7 750 27.8 18.4 0.66 0.98 33.7 28.4 - 980 34.3 1.95 28.5 103.2 4.03 4.4 850 28.6 20.6 0.72 1.03 34.3 278 3.7 0.1 0.2 850 35.7 2.12 29.3 104.6 3.83 4.3 3.2 01 0.2 750 26.5 17.6 0.66 1.24 33.0 21.4 2.4 980 35.3 1.99 29.4 104.2 4.09 3.9 850 27.2 19.8 0.73 1.31 33.8 20.8 2.6 60 5.1 0.5 1.2 850 37.7 2.19 31.1 106.7 3.92 4.4 80 4.6 0.4 1.0 750 26.7 17.8 0.67 121 33.2 22.1 2.3 980 37.3 2.06 1 31.2 1 106.3 4.18 4.0 850 27.4 20.1 0.73 1.27 34.0 21.6 2.5 7.5 1.0 24 850 39.6 2.26 32.8 108.6 4.00 4.6 6.0 0.7 1.7 750 26.9 18.0 0.67 1.18 33.4 22.8 2.2 980 39.2 2.12 32.8 108.2 4.27 4.1 850 27.7 20.2 0.73 1.23 34.2 22.5 2.4 3.7 0.1 0.2 850 40.1 2.28 33.3 109.2 4.02 4.8 3.2 0.1 0.2 750 25.4 16.7 0.66 1.46 32.6 17.4 3.3 980 39.7 2.14 33.3 108.7 4.30 4.4 850 26.2 19.2 0.73 1.54 33.3 17.0 3.4 70 5.1 0.5 1.2 850 42.4 2.38 35.3 111.6 4.10 5.0 70 4.6 0.4 0.9 750 25.6 16.9 0.66 1.42 32.8 18.0 3.1 980 42.0 2.23 35.4 111.1 4.39 4.6 850 26.3 19.4 0.74 1.50 33.5 17.5 3.3 75 1.0 2.3 850 44.6 2.47 37.3 113.8 4.17 5.2 6.0 0.7 1.6 750 25.8 17.1 0.66 1.40 33.0 18.4 2.9 980 44.2 2.31 37.3 113.3 4.46 4 88 850 26.5 19.6 0.74 1.46 33.8 18.2 3.1 3.7 0.1 0.2 850 45.5 2.47 37.4 114.0 4.18 5.7 32 0.1 0.2 750 24.5 16.4 0.67 1.73 32.2 14.2 3.4 980 44.3 2.32 37.4 113.5 4.47 5.2 850 25.2 1 19.0 035 1.80 32.9 14.0 3.7 60 5.1 0.5 1.1 850 47.3 2.58 39.7 116.6 4.25 5.9 60 4.6 0.4 O 9 750 24.7 16.6 0.67 1.70 32.4 14.5 3.1 980 46.9 2.42 39.8 116.1 4.55 5.4 850 25.4 19.2 0.76 1.76 33.1 14.4 3.5 75 1.0 2.2 850 49.8 2.66 41.9 119.2 4.36 6.1 6.0 0.7 1.6 750 25.0 16.8 0.67 1.67 3206 15.0 2.9 980 49.4 2.52 42.0 118.7 4.61 5.6 850 25.5 19.4 0.76 1.72 33.3 14.8 3.3 3.7 0.1 0.2 850 49.3 2.63 41.5 118.6 4.36 6.6 32 0.1 01 750 23.5 16.0 0.68 2.00 31.8 11.8 4.8 980 49.0 2.50 41.6 118.3 4.60 6.1 850 23.8 18.0 0.76 2.06 32.5 11.6 5.1 90 5.1 0.5 1.1 850 52.3 2.77 41.5 121.8 4.41 6.9 90 4.6 0.4 0.9 750 23.7 16.2 0.68 1.98 32.0 12.0 4.4 980 51.9 2.62 44.2 121.3 4.66 6.3 850 24.9 18.2 0.73 2.03 32.8 12.3 4.9 7.5 0.9 2.2 850 55.2 2.90 46.7 124.8 4.45 7.1 6.0 0.7 1.5 750 23.9 16.4 0.69 1.96 322 12.2 4.1 980 54.8 2.75 46.8 124.3 4.70 6.5 850 24.2 18.4 0.76 2000 33.0 12.1 4.6 3.7 0.1 0.2 3.2 0.1 0.2 750 22.7 15.8 0.70 2.30 31.4 9.9 6.2 850 23.0 17.8 0.77 2.38 32.1 9.7 6.8 100 5.1 0.4 1.0 100 4.6 0.4 0.8 750 22.9 16.0 0.70 2.28 31.6 10.0 5.8 850 23.2 18.1 0.78 2.34 32.3 9.9 6.4 7.5 0.9 2.1 6.0 0.6 1.5 750 23.1 16.2 0.70 2.26 31.8 10.2 5.4 850 23.3 18.3 0.79 2.30 32.5 10.1 6.0 3.7 0.1 0.2 3.2 0.1 0.2 750 21.8 15.5 0.71 2.60 31.0 8.4 8.4 850 22.1 17.4 0.79 2.67 31.8 8.3 8.9 110 5.1 0.4 1.0 110 4.6 0.3 0.8 750 22.0 15.7 0.71 2.58 31.2 8.5 7.9 850 22.3 17.6 0.79 2.63 32.0 8.5 8.6 7.5 0.9 2.0 6.0 0.6 1.4 750 22.2 15.9 0.72 2.56 31.4 8.7 7.3 850 22.5 17.8 0.79 2.59 32.2 8.7 8.1 3.7 0.1 0.2 3.2 0.1 0.2 750 20.6 15.3 0.74 316 30.6 6.5 11.5 850 21.1 17.2 0.82 325 31.3 6.5 12.0 120 5.1 0.4 1.0 120 4.6 0.3 0.8 750 20.8 15.5 0.75 3.03 30.8 6.9 10.4 850 21.3 17.5 0.82 3.12 31.5 6.8 11.1 7.5 0.8 1.9 6.0 0.6 1.3 750 21.0 15.7 0.75 2.90 31.0 7.2 9.1 850 21.5 17.7 0.82 3.01 1 31.7 1 71 10.2 Performance capacities shown in thousands of Btuh. 9/27/24 WaterFurnace works continually to Improve Its products.As a result.the design and spedfirations of each product at the time of order may be changed without notice.Please contact WaterFurnece at 1-SW-929-2837 for latest design and speclHotlons.purchasers approval of this data set signifies that the equipment Is acceptable under the provisions of the job specification.Statements and other Infonnatkm contained herein are not express warranties and do not form the basis of any bargain between the parties,but are merely WaterFumace's opinion or commendation of its products.The latest version of this document is available at www.waterfurnace.com. SDW7-0022W 12/24 17 Page of Contractor: P.O.: 7 Series 70OR11 -Indoor Split 030, 042, 048 Ton 60Hz Engineer: Project Name: Unit Tag: Smarter from ft.GrolndLO- ' • - Data cont. W7SZ048 - Full Load WPD HEATING•EAT 70'F WPD COOLING-E 67'F EWT Flow EWT Flow °F 9Pm PSI FT irflow HC Power HE LAT COP HWC °F 9Pm PSI FT irflow TC SC S/T iATOO/iij cfm MBtuh kW MBtuh °F MBtuh cfrrl MBtuh MBtuh Ratio 9.0 2.0 4.6 9.0 0.8 1.9 20 13.5 4.6 10.5 20 11.5 2.0 4.6 18.0 7.2 16.7 1800 47.3 5.16 29.6 94.3 2.68 5.5 14.0 3.2 7.3 2200 49.6 5.21 31.8 90.9 2.79 5.011 9.0 1.9 4.S 1800 51.5 4.97 34.5 96.5 3.03 5.6 9.0 0.8 1.8 1400 46.9 29.7 0.63 1.88 53.4 25.0 - 2200 52.7 5.23 34.8 92.2 Z95 5.0 1600 47.8 32.5 0.68 1.96 54.5 24.4 - 30 13.5 4.4 10.2 1800 55.1 5.02 38.0 98.3 3.22 5.7 30 11.5 1.9 4.5 1400 47.6 29.9 0.63 1.79 53.7 26.6 - 2200 56.6 5.34 38.4 93.8 3.11 5.2 1600 48.4 32.7 0.68 1.88 54.8 25.7 18.0 7.0 16.2 1800 54.5 5.34 36.3 98.0 2-99 5.9 14.0 3.1 7.1 1400 47.8 29.9 0.63 1.73 53.7 27.6 - 2200 57.2 5.39 38.8 94.1 3.11 5.3 1600 49.0 321 0.67 1.82 55.2 26.9 9.0 1.9 4.3 1800 58.7 5.23 40.8 100.2 3.29 6.0 9.0 0.8 1.8 1400 48.2 30.8 0.64 2.11 57.4 22.8 - 2200 60.0 5.44 41.4 95.2 3.23 5.6 1600 49.3 33.5 0.68 212 58.7 22.2 - 40 13.5 43 9.9 1800 62.4 5.31 44.2 102.1 3.44 6.3 40 11.5 1.9 4.3 1400 48.8 31.2 0.64 2.06 58.1 23.7 - 2200 63.8 5.54 44.9 96.8 3.38 5.8 1600 49.9 33.9 0.68 2.16 59.4 23.1 18.0 6.8 15.7 1800 63.3 5.40 44.9 102.6 3.44 6.5 14.0 3.0 6.9 1400 49.6 31.7 0.64 1.99 59.0 24.9 - 2200 64.8 5.59 45.7 97.3 3.39 5.9 1600 50.7 34.5 0.68 2.09 60.3 24.3 9.0 1.8 4.2 1800 65.8 5.48 471 103.9 3.52 6.8 9.0 0.7 1.7 1400 46.4 30.2 0.65 2.23 57.5 20.8 - 2200 67.2 5.65 47.9 98.3 3.48 6.3 1600 47.2 32.6 0A9 2.37 58.5 19.9 s0 13.5 4.2 9.6 1800 69.6 5.59 50.6 105.8 3.65 7.0 So 11.5 1.8 4.2 1400 47.2 30.7 0.65 2.18 58.5 21.7 - 2200 71.0 5.73 51.5 99.9 3.63 6.4 1600 48.0 33.1 0.69 2.32 59.5 20.7 18.0 6.6 15.2 1800 70.8 5.65 51.5 106.4 3.67 7.2 14.0 2.9 6.7 1400 48.0 31.2 0.65 2.13 59.5 22.5 1.7 2200 72.3 5.79 52.5 100.4 3.66 6.6 1600 48.8 33.7 0.69 2.27 60.5 21.5 1.9 9.0 1.8 4.1 1800 74.2 5.77 54.5 108.2 3.76 7.6 9.0 0.7 1.7 1400 45.4 30.0 0.66 2.50 58.6 18.2 3.0 2200 75.8 5.87 55.8 101.9 3.78 70 1600 46.6 32.6 0.70 2.65 60.1 17.6 3.1 60 13.5 4.0 93 1800 77.6 5.87 57.6 109.9 3.87 78 6G 11.5 1.8 4.1 1400 46.0 30.4 0.66 2.45 59.3 18.8 2.8 2200 79.3 5.95 59.0 103.4 3.91 7.2 1600 47.2 33.0 0.70 2.60 60.9 18.2 3.0 18.0 6.4 14.7 1800 79.3 5.94 59.0 110.8 3.91 8.1 14.0 2.8 6.5 1400 46.6 30.8 0.66 2.40 60.1 19.4 2.6 2200 81.1 6.01 60.6 104.1 3.96 7.4 1600 47.8 33.5 0.70 2.56 61.7 18.7 2.8 9.0 1.7 3.9 1800 82.5 6.06 61.9 112.5 3.99 8.5 9.0 1.6 1.6 1400 44.4 29.7 0.67 2.77 59.5 16.0 3.8 2200 83.4 6.10 62.6 105.1 4.01 7.9 1600 46.2 32.8 0.71 3.03 61.9 15.2 4.0 70 13.5 3.9 9.0 1800 85.6 6.15 64.6 114.0 4.08 8.8 70 11.5 2.6 3.9 1400 45.0 30.2 0.67 2.72 60.3 16.5 3.5 2200 87.5 6.16 66.5 106.8 4.16 8.1 1600 46.8 33.2 0.71 2.98 62.7 15.7 3.8 18.0 6.2 14.3 1800 87.7 6.22 66.5 115.1 4.13 9.1 14.0 3.6 6.2 1400 45.6 30.6 0.67 2.67 61A 17.1 3.2 2200 8 ..8 6.22 68.6 1078 4.231 8.3 1600 47.4 33.7 0.71 2.93 63.5 16.2 3.6 9.0 1.6 3.8 1800 88.0 6.19 66.9 115.3 4.17 9.6 9.0 0.7 1.6 1400 43.6 30.1 0.69 3.18 60.6 13.7 4.9 2200 90.0 6.15 69.0 1079 4.29 8.9 1600 45.3 33.1 0.73 3.38 63.0 13.4 5.2 80 13.5 3.8 8.7 1800 90.1 6.27 68.7 116.3 4.21 9.9 80 11.5 1.6 3.8 1400 44.2 30.5 0.69 3.12 61.4 14.2 4.5 2200 92.2 6.20 71.1 108.8 4.36 9.1 1600 45.9 33.5 0.73 3.33 63.8 13.8 4.8 18.0 6.0 13.8 1800 92.8 6.34 71.2 117.8 4.29 10.2 14.0 2.6 6.0 1400 44.8 30.9 0.69 3.07 62.3 14.6 4.2 2200 95.2 6.27 73.8 110.0 4.45 9.4 1600 46.5 33.9 0.73 3.28 64.6 14.2 4.6 9.0 1.6 3.7 1800 93.4 6.31 71.9 118.1 4.34 10.7 9.0 0.7 1.5 1400 42.8 30.4 0.71 3.59 61.6 11.9 6.4 2200 95.7 6.22 74.5 110.3 4.51 9.9 1600 44.5 33.4 0.75 3.80 64.1 11.7 6.7 90 13.5 3.6 8.4 1800 94.7 6.38 72.9 118.7 4.35 11.1 11.5 1.6 3.7 1400 43.4 30.8 0.71 3.54 62.5 12.3 5.7 2200 97.0 6.24 75.7 110.8 4.55 10.2go 1600 45.1 33.8 0.75 3.75 64.9 12.0 6.2 18.0 5.7 13.3 1800 97.9 6.46 75.9 120.4 4,44 11.4 14.0 2.5 5.8 1400 43.9 31.2 1 0.71 3.49 63.2 12.6 5.4 2200 100.5 6.31 79.0 112.3 4.67 10.6 1600 45.7 34.3 0.75 3.70 65.8 12.4 ' 6.5 9.0 1.5 3.5 9.0 0.6 1.5 1400 41.3 31.9 0.77 4.13 55.4 10.0 8.1 1600 43.3 34.7 0.80 4.40 58.3 9.8 8.6 100 13.5 3.5 8.1 100 11.5 1.5 3.5 1400 41.7 32.2 0.77 4.05 55.5 10.3 7.8 _ 1600 43.7 35.0 0.80 4.31 58.4 10.1 8.4 18.0 5.S 12.8 14.0 2.4 5.6 1400 42J 32.6 0.77 3.97 55.7 10.6 7.4 -. 1600 44.2 3SA 0.80 414 58.6 10.4 8.2 9.0 1.5 3.4 9.0 0.6 1.4 1400 38.3 30.9 0.81 4.63 54.1 8.3 10.1 1600 40.4 33.6 0.83 4.93 57.2 8.2 10.9 110 13.5 3.4 7.8 Operation not recommend 110 11.5 1.5 3.4 1400 38.8 31.2 0.81 4.53 54.2 8.6 9.7 1600 40.8 33.9 0.83 4.83 57.3 8.5 10.5 18.0 5.3 12.3 14.0 2.3 5.4 1400 39.1 31.6 0.81 4.45 54.3 8.8 9.3 1600 41.2 34.3 0.83 4.75 57.4 8.7 10.3 9.0 1.4 3.3 9.0 0.6 1.3 1400 33.6 30.0 0.90 5.65 52.8 S.9 13.0 _ 1600 34.3 32.8 0.96 5.78 54.0 5.9 13.5 120 13.5 3.2 7.5 120 11.5 1.4 3.3 1400 34.0 30.3 0.89 5.34 52.2 6.4 12.2 1600 34.6 32.9 0.95 5.48 53.3 6.3 13.1 18.0 5.1 11.8 14.0 2.2 5.2 1400 34.3 30.3 0.88 5.17 51.9 6.6 11.3 1600 35.0 32.9 0.94 5.33 53.2 6.6 12.5 Performance capacities shown in thousands of Btuh, 9/27/24 WaterFumace works continually to Improve its products.As a rewit,the design and speclflcations of each product at the time of order may be changed without notice.Please contact WaterFurnace at 1-888-929.2837 for latest design and specifications.Purchaser's approval of this data set signifies that the equipment Is acceptable under the provisions of the lob speciflWlon.Statements and other Infornatlon contained harain are Trot express warranties and do not form the basis of any bargain between the parties,but are merely WaterFumace's opinion or commendation of its products The latest version of this document is available at www.waterfurnace.com. SDW7-0022W 12/24 18 Page of Contractor: P.p-: 7 Series 70OR11 - Indoor Split 030, 042, 048 Ton 60Hz Engineer: off Project Name: Unit Tag: Sma,te,fwn the Ground Up, RevisionGuide Pages: Description: Date: By: Guide Creation 12 Nov, 2024 SW WaterFurnace works continually to Improve its products.As a result,the design and specifications of each product at the time of order may be changed without notice.Please contact WaterFurnace at 1-888-929-2837 for latest design and specifications.Purchaser's approval of this data set signifies that the equipment is acceptable under the provisions of the lob specification.Statements and other information contained heroin are not express warranties and do not form the basis of any bargain between the parties,but are merely WaterF,mace's opnlon or commendation of its products.The latest version of this document is available at www.wateff.,nace.com, SDW7-0022W 12/24 19 Page of SUBMITTAL DATAurna - 7 Series 700A 11 Smarter from the Ground Up R-454B VOL PROUD MEMBER Intertek SDW7-0018W 60Hz ti�CERTIFIED- �,^"1b� eHa;� i�us_ ENERGY STAfl PARTNER Contractor: RO.: 7 Series 700A11 3-6 Ton 60Hz Engineer: l.(�' �• fir Project Name: Unit Tag: smarter from the G-d Up Model • 1 2 3 4 5-7 8 9 10 11 12 13 14 15 16 17 18 19 20 YY Z A Y Y 1 Q 2 I L 2 p 1 4 Brand) IntelliStart W—WFI 0—None Model Mitigation 7—7 Series 1—Sensor Mitigation Type Controls A—Water to Air D—Aurora Premium Control (Performance and Refrigeration Cabinet Configuration Monitoring)with EEV V—Vertical H—Aurora Premium Control H—Horizontal (Performance and Refrigeration Monitoring)with EEV and UPC' Unit Capacity ' 024,0'36.048. Filter 060 2—2"Filter Rack w/.1'MERV 11 FI lter Refrigerant B—R454B Return Air Configuration L—Left Compressor Type R—Right V—Variable Capacity Discharge Air Configuration Voltage T—Top(Vertical) 1 —208-230/6011 S—Side(Horizontal) E—End i Horizontal I Vintage Water Coil —Factory Use Only C—Copper N—CuproNickel Refrigeration Option 0—None Blower 1 —Hot Water Generation only with Factory Installed Pump 2—Variable Speed ECM 3—Modulating Hot Gas Reheat Only(OptiDry) Rev.:5/16124 *UPC is not compatible with Symphony or IntelliZone2. **024 model not available with OptiDry WaterFurnace works continually to improve its products.As a result,the design and specifications of each product at the time of wow may be changed without notice.Please contact WaterFurnace at 1-888-929-2837 for latest design and specifications.Purchaser's approval of this data set signifies that the equipment is acceptable under the provisions of the job specification.Statements and other information contained herein are not express warranties and do not form the basis of any bargain between the parties,but are merely Watericurnace's opinion or commendation of Rs products.The latest version of this document is available at www.waterfurnace.com. SDW7-OO18W 08/24 2 Page of Contractor: P.O,: 7 Series 700A11 3-6 Ton 60Hz Engineer: G a a f Project Name: Unit Tag: SmarterfrcmtheGroundUp `� AHRI/ISO • Performance Ratin• Variable Speed Residential AHRI Data ECM Motor AHRI/ASHRAE/ISO 13256-1 English (IP) Units Water Loop Heat Pump Ground Water Heat Pump Ground Loop Heat Pump Flow Rate Cooling Heating Clg/Htg Cooling Heating Cooling Heating Full Load 77°F Full Load 32°F Model Capacity EWT 86°F EWT 68°F EWT 59°F EWT 50°F Modulation Part Load 68°F Part Load 41°F cfm Capacity EER Btuh/W Capacity COP Capacity Btuh/W EER Capacity COP Capacity etuh/W EER Capacity COP Btuh Btuh Btuh Btuh Btuh Btuh Full 22,200 16.9 39,200 6.0 26,300 37.8 32,100 5.0 24,100 23.6 24,800 4.1 024 850/1150 Part 9.300 21.5 13,500 8.4 11,900 57.4 10,100 6.0 13,400 41.0 12,400 5.1 Full 33,500 15.3 51,800 5.4 38,200 28.7 41,900 4.7 35,800 18.1 32,900 3.8 036 1300/1500 Part 11,900 20,4 17,000 7.9 11,400 51.6 14,000 5.9 13,400 41.0 12,400 5.1 Full 41,500 16.0 66,000 4.8 49,000 27.4 54,500 4.2 45,000 18.9 42.000 3.6 048 1500/1800 Part 20,000 24.0 23,200 7.8 19,000 56.0 19,000 6.1 15,600 47.0 16,900 5.1 Full 50,000 15.3 79,800 4.7 60,700 23.4 66,000 4.3 56,000 17.1 51,700 3.5 060 1800/2200 Part 20,400 23.7 28,300 8.0 27,000 54.2 22,100 5.9 22,700 42.0 19,400 5.2 Cooling capacities based upon 80.6°F DB,66.2°F WB entering air temperature 6/13/24 Heating capacities based upon 68°F DB,59°F WB entering air temperature All ratings based upon 208V operation WaterFurnace works continually to improve its products.As a result,the design and specifications of each product at the time of order may be changed without notice.Please contact WaterFurnace at 1-888-929-2837 for latest design and specifications.Purchaser's approval of this data set signifies that the equipment is acceptable under the provisions of the job specification.Statements and other information contained herein are not express warranties and do not form the basis of any bargain between the parties,but are merely WaterFurnace's opinion or commendation of its products.The latest version of this document is available at www.waterfurnace.com. SDW7-0018W 08/24 3 Page of Contractor: P.O.: 7 Series 700A17 3-6 Ton 60Hz Engineer: G� ( 9 fft Project Name: Unit Tag: Smarter from the Ground up AHROSO • - Ratings Energy Star Compliance Table Energy Star Rating Criteria Tier 3 In order for water-source heat pumps to be Energy Star rated they must meet or exceed the minimum efficiency requirements listed below.Tier Model 3 represents the current minimum efficiency water source heat pumps Ground Water Ground Loop must have in order to be Energy Start rated. 024 E E Tier 3:1/1/2012-No Effective End Date Published 036 E E Water-to-Air EER COP Ground Loop 17.1 3.6 048 E E Ground Water 21.1 4.1 Water-to-Water 060 E E Ground Loop 16.1 3.1 5/14/24 Ground Water 20.1 3.5 E ____- WaterFurnace works continually to improve its products.As a result,the design and specifications of each product at the time of order may be changed without notice.Please contact WaterFurnace at 1-888-929-2837 for latest design and specifications.Purchaser's approval of this data set signifies that the equipment is acceptable under the provisions of the job specification.Statements and other Information contained herein are not express warranties antl do not form the basis of any bargain between the parties,but are merely WaterFurnace's opinion or commendation of its products.The latest version of this document is available at www.waterfurnace.com. SDW7-0018W 08/24 4 Page of Contractor: P.O.: 7 Series 700A11 3-6 Ton 60Hz Engineer: Project Name: Unit Tag: Smarterfromthe Ground Up- Dimensional Top Air Discharge LEFT RETURN RIGHT RETURN L -C- M L 0 0 e' R N N R p dil >� to "iff TOP T T TOP / 1.9in C= [4.8cm] 1.9in [4.8cm] all O o O s s I a a 2ft[61cm] I KJ . A--+� D E H F G Primary Service Access C C FRONT o ®® ®® ®® ®® o 0 0 �B BSI LEFT SIDE RIGHT SIDE Electrical Connections Discharge Connection Return Connection Overall Cabinet Water Connections using std deluxe filter rack I J K duct flange installed(±0.10 in.) (±0.10) Vertical 1/211 1/2" 3/4" L M N Top Flow A 8 C D E F G H Loop O P O R S T Model HWG Water Low Ext Power Supply Supply Return Return Width Depth Height Loop Loop HWG HWG Cond- FPT (O.D.) In Out In Out ensate Votage Pump Supply Width Depth Depth Height 024- in. 25.6 31.6 54.4 2.3 7.3 15.9 18.9 10.6 1'• 1/2" 14.3 9.8 12.3 6.9 1.1 18.0 18.0 3.8 1.7 28.1 30.0 1.7 036 cm. 65.0 80.3 138.2 5.8 18.5 40.4 48.0 26.9 Swivel Stub 36.3 24.9 31.2 17.5 2.8 45.7 45.7 9.7 4.3 71.4 76.2 4.3 in. 25.6 31.6 54.4 2.3 7.3 15.9 18.9 10.6 ill1/2" 14.3 9.8 12.3 6.9 1.1 18.0 18.0 3.8 1.7 28.1 30.0 1.7 048 Stub Swivel Stu cm. 65.0 80.3 138.2 5.8 18.5 40.4 48.0 26.9 36.3 24.9 31.2 17.5 2.8 45.7 45.7 9.7 4.3 71.4 76.2 4.3 060 in. 25.6 31.6 58.4 2.3 7.3 15.9 18.9 10.6 1 Swivel Stubill1/2" 14.3 9.8 12.3 6.9 1.1 18.0 18.0 3.8 1.7 28.1 34.0 1.7 cm. 65.0 80.3 148.3 5.8 18.5 40.4 48.0 26.9 36.3 24.9 31.2 17.5 2.8 45.7 45.7 1 9.7 1 4.3 71.4 86.4 1 4.3 Condensate is 3/4"PVC female glue socket and is switchable from side to front 05/10/24 Unit shipped with deluxe 2"(field adjustable to 1")duct collar/filter rack extending from unit 3.25"and is suitable for duct connection. Discharge flange is field installed and extends 1"(25.4mm]from cabinet Decorative molding and/or water connections extend 1.2"[30.Smm]beyond front of cabinet. Louvered vents in the compressor section right side access panel extend 1/2"[12.7 mm]from side of cabinet. Allow clearance for venting. WaterFumace works continually to Improve its products.As a result,the design and specifications of each product at the time of order may be changed without notice.Please contact Waterfurnace at 1-M-929-2837 for latest design and specifications.Purchaser's approval of this data set signifies that the equipment Is acceptable under the provisions of the lob specification.Statements and other information contained herein are not express warranties and do not form the basis of any bargain between the parties,but are merely WaterFumace's opinion or commendation of its products.The latest version of this document is available at www.waterfumace.com. SDW7-0018W 08/24 5 Page of Contractor: RO,: 7 Series 700A11 3-6 Ton 60Hz Engineer: nr Project Name: Unit Tag: rSrrtarMr,7pmthe Ground Up- Dimensional D.ta - Horizontal TOP VIEW p�P 2Jin [5.4cm] t MOUNT(2)HANGER BRACKETS / AS SHOWN TO ALLOW ACCESS TO FILTER 9In 1152-1 MIN. CLEARANCE TO VENT ACCESS PANEL ...,.... .._.. SIDE DISHCARGE VIEW END VIEW 1.9in .I . 8 N O L Lp�. S [4.Scm] I ---- o ®® ®® o o I 10 o ®® ®® o M o I t o p ®® ®® C R I I ®® ®® O O G I K J D E F G H AS SHOWN LR UNIT(RR UNIT ON OPPOSITE SIDE-SAME DIMENSIONS) Electrical Connections Overall Cabinet Water Connections i K Discharge Connection Return Connection duct flange installed(±OJO in.) using std deluxe filter rack(+OJO) Horizontal 1/2" 1/2" 3/4" Models cond cond cond F G H Loop HWG M N a R A B C D E HWG HWG Cond- Water Sweat Low umExt Poway L Supply Supply O P Return Return S Width Depth Height In Out In Out ensate FPT (O,D.) Votage Pump Supply Height Depth Depth Height 024-036 n. 25.6 77.0 21.3 2.3 7.3 15.9 18.9 0.8 1" 1/2" 14.3 9.8 12.3 1 SEE 13.6 13.2 SEE 2.8 40.4 18.9 1.3 cm. Swivel Stub CHART CHART 65.0 195.6 54.1 5.8 18.5 40.4 46.0 2.0 36.3 24.9 31.2 34.5 33.5 7.1 102.6 48.0 3.3 048 n. 25.6 77.0 21.3 2.3 73 15.9 18.9 0.8 ill1/2" 14.3 9.8 12.3 SEE 13.6 13.2 SEE 2.8 40A 18.9 1.3 b Stu b u cm. 65.0 195.6 54.1 5.8 18.5 40.4 48.0 2.0 Swivel36.3 24.9 31.2 CHART 34.5 33.5 CHART7.1 102.6 48.0 3.3 060 n. 25.6 82.0 21.3 2.3 7.3 1 15.9 18.9 0.8 ill1/2" 14.3 9.8 12.3 SEE13.6 13.2 SEE 2.8 45. CHART 4 18.9 1.3 cm. Swivel Stub CHART65.0 208.3 54.1 5.8 78.5 40.4 48.0 2.0 36.3 24.9 31.2 34.5 33.5 7.1 115.3 48.0 3.3 Condensate is 3/4"PVC female glue socket and is switchable from side to front 5/10/24 Unit shipped with deluxe 2"(field adjustable to 1")duct collar/filter rack extending from unit 3.25"and is suitable for duct connection. Discharge flange is field installed and extends 1"[25.4mm]from cabinet Decorative molding and/or water connections extend 1.2"[30.Smm]beyond front of cabinet. Louvered vents In the compressor section right side access panel extend 1/2"[12.7 mm]from side of cabinet. Allow clearance for venting. Units Not Shown Above L O in 2.8 4.6 Right Return End Discharge CM 7.1 11.8 Right Return Side Discharge in 4.9 6.9 cm 12.4 17.5 Left Return End Discharge in 4.9 7.6 cm 12.4 19.4 Left Return Side Discharge in 2.8 6.9 CM 7.1 17.5 WaterFurnace works continually to improve its products.As a result,the design and specifications of each product at the time of order may be changed without notice.Please contact WaterFurnace at 1-888-929-2837 for latest design and specifications.Purchaser's approval of this data set signifies that the equipment is acceptable under the provisions of the job specification.Statements and otter information contained harem are not express warranties and do not forth the basis of any bargain between the Parties.but are merely WaterFumace's opinion or commendation of its products.The latest version of this document is available at www.waterfurnace.com. SDW7-0018W 08/24 6 Page of Contractor: P.O.: 7 Series 700A11 3-6 Ton 60Hz Engineer: "(.t/u;turUl:J.IJ.�.L•S�-1• Project Name: Unit Tag: srnarwf-the G-,NWus- Physical Data Model 024 036 048 060 Compressor(1 each) Variable Speed Scroll Factory Charge R454B,oz[kg] Vertical 64[1.81] 64[1.81] 95[2.69] 110[3.12] Factory Charge R454B,oz[kg] Horizontal 60[1.70] 60[1.70] 91[2.58] 118[3.35] Factory Charge R454B,oz[kg] Vertical MHGR Only n/a 66[1.87] 97 [2.75] 112[3.18] Factory Charge R454B,oz[kg] Horizontal MHGR Only n/a 62[1.76] 93 [2.64] 120[3.40] ECM Blower Motor&Blower Blower Motor Type/Speeds ECM Variable Speed Blower Motor-hp[W] ECM 1/2 (373] 1/2 [373] 1[746] 1[746] High Static Blower Motor-hp[W] ECM 1[746] 1(746] n/a n/a Blower Wheel Size(Dia x W),in.[mm] ECM 11 x 10 11 x 10 11 x 10 11 x 10 [279 x 254] [279 x 254] [279 x 254] [279 x 2541 High Static Blower Wheel Size- [Dia.x W],in.[mm] ECM [279 z12054] [2 11 x10 4] n/a n/a Coax and Water Piping Water Connections Size-Swivel-in[mm] 1"[25.41 1"[25.41 1"[25.4] 1"[25.4] HWG Connection Size-Stub-in[mm] 1/2"[12.71 1/2"[12.71 1/2"(12.71 1/2"(12.71 Coax&Piping Water Volume-gal[I] 1.3 [4.9] 1.3 [4.9] 2.3 [8.7] 2.3 [8.7] Vertical Air Coil Dimensions(H x W),in. [mm] 32 x 25 32 x 25 32 x 25 36 x 25 [813 x 635] [813 x 635] [813 x 635] [914 x 635] Air Coil Total Face Area,ft2[m2] 5.6[0.570] 5.6[0.570] 5.6[0.570] 6.3[0.641] Air Coil Tube Size,in[mm] 3/8 [9.5] 3/8 [9.5] 3/8 [9.5] 3/8 [9.5] Air Coil Number of rows 3 3 3 4 Reheat Coil Dimensions(H x W),in. [mm](MHGR Only) 23 x 30 23 x 30 23 x 30 23 x 34 [584 x 762] [584 x 762] (584 x 762] [584 x 8641 Filter Standard-2"[51mm]Pleated MERVII Throwaway,in[mm] 32 x 30 32 x 30 32 x 30 36 x 30 [813 x 762] [813 x 762] [813 x 762] [914 x 762] Weight-Operating,lb[kg] 331 [1501 331 [150] 354 [1611 372 (169] Weight-Packaged,lb[kg] 351 [1591 351 [159] 374 (1701 392 [1781 Weight-Operating,lb[kg](MHGR Only) n/a 1 382 [173] 1 418 [190] 1 444 (201] Weight-Packaged,lb[kg](MHGR Only) n/a 402 (182] 438 [199] 1 464 [2101 Horizontal Air Coil Dimensions(H x W),in. [mm] 20 x 40 20 x 40 20 x 40 20 x 45 508 x 10161 17508 x 10161 508 x 1143 Air Coil Total Face Area,ft2[m2] 5.6[0.570] 5.6[0.570] 5.6[0.570] 6.3[0.641] Air Coil Tube Size,in[mm] 3/8 [9.5] 3/8 [9.5] 3/8 [9.5] 3/8 [9.5] Air Coil Number of rows 3 3 3 4 Reheat Coil Dimensions(H x W),in. [mm](MHGR Only) 18 x 33 18 x 33 18 x 33 18 x 38 [457 x 838] [457 x 838] [457 x 838] [457 x 965] 1-20x20 1-20x20 1-20x20 1-20x25 Filter Standard-2"[Slmm]Pleated MERV11 Throwaway,in[mm] [508 x 508] [508 x 508] [508 x 508] [508 x 635] 1-20x22 1-20x22 1-20x22 1-20x22 [508 x 559] [508 x 559] [508 x 559] [508 x 559] Weight-Operating,lb[kg] 365 [1661 365 [1661 388 [176] 402 [182] Weight-Packaged,lb[kg] 395 [1791 395 [1791 418 [1901 432 [196] Weight-Operating,lb[kg](MHGR Only) n/a 387 [1761 452 [205] 494 [224] Weight-Packaged,lb[kg](MHGR Only) n/a 407 [1851 482 [2191 514 [2331 5/10/24 WaterFumace works continually to Improve Its products.As a result,the design and specifications of each product at the time of order may be changed without notice.Please contact WaterFu-sce at 1-888-929.2837 for latest design and specifications.purchasers approval of this data set signifies that the equipment Is acceptable under the provisions of the lob specification.Statements and other information contained herein are not express warranties and do not form the basis of any bargain between the parties,but are merely WaterFurnace's opinion or commendation of its products.The latest version of this document is available at www.waterfurnace.com. SDW7-0018W 08/24 7 Page of Contractor: P.O.: 7 Series 700A11 3-6 Ton 60Hz Engineer: fff Project Name: Unit Tag: Smarter rrom the Ground Up' Auxiliary Heat Ratings KW BTU/HR Variable Speed Compatibility Model Stages Min CFM 208V 230V 208V 230V 024-036 048 060 EAL(H)10 7.2 9.6 2 24,600 32,700 1100 EAL(H)15 10.8 14.4 3 36,900 49,100 1250 EAL(H)20 14.4 19.2 4 49,200 65,500 1500 Air flow level for auxiliary heat(Aux)must be above the minimum cfm in this table 5/10/24 Order the"H"part number when installed on horizontal and vertical rear discharge units , Auxiliary Heat Electrical Data Supply Heater Amps Min Circuit Amp Max Fuse(USA) Max Fuse(CAN) Max CKT BRK Model Circuit 208 V 240 V 208 V 240 V 208 V 240 V 208 V 240 V 208 V 240 V EAL(H)10' Single 34.7 40 53.3 60 60 60 60 60 60 60 Single 52.0 60 75 8S 80 90 80 90 70 100 EAL(H)15' 1-1/1-2 34.7 40 53.3 60 60 60 60 60 60 60 1-3/1-4 17.3 20 21.7 25 25 2S 25 25 20 30 Single 69.3 80 96.7 110 100 110 100 110 100 100 EAL(H)20' Ll/1-2 34.7 40 53.3 60 60 60 60 60 60 60 1-3/1-4 34.7 40 43.3 50 45 50 45 50 40 50 All heaters rated single phase 60 cycle and include unit fan load 11/30/17 All fuses type"D"time delay(or HACR circuit breaker in USA) WaterFurnace works continually to improve its products.As a result,the design and specifications of each product at the time of order may be changed without notice.Please contact WaterFurnace at 1-888-929-2837 for latest design and specifications.Purchaser's approval of this data set signifies that the equipment is acceptable under the provisions of the lob specification.Statements and other information contained herein are not express warranties and do not form the basis of any bargain between the parties,but are merely WaterFurnace's opinion or commendation of its products.The latest version of this document is available at wwwwaterfurnace.com. SDW7-0018W 08/24 8 Page of 40 06ed 6 17ZI80 M8L00-LM(3S ewry�o�em'mmm 1e ajgellene sl luawnoop s141/o uplsiaA 1selel a41'spnpoA sj,jo uopepuewwoo io u—do s,aaeujn jyaleM Alalaw are Inq'sa!Yed ayj ua-m uie6jeq Aue jo siseq "I will 11 u op pue sagueu¢m'I'd""I aye ulaiay pauleluoo u011—clul-A.pue sluawal¢1S'uoll¢�ylpads qol e4110 I...—Old ay1 yap-aIgelda.oe si 7u--ba ay7 ley?5e4!u61s 1as elep s!y1)o le—dde T.iaseyo�nd'suq�egll!�ads pue u6lsap 1sa1e1�oj L£BZ-6Z6-swt I.aoeu-j-JeM 1x1uoJ aseald'aopou 1no411m pa6ueyo aq Aew papa 10 awq 9411e pnpo,d Voea Jo suogeoy!oads pue u6isap ayj'71nsai a sV'slonpoA n!anoldw!of Allenuyuoo IV—aoewn jjaleM S->Id sse10 sasn4 IIV f,!uo vsn u!ja)!eajq limmo dDVH L/09/O£Z/80Z;o a6e31oA paled 17Z/El/S JOlow WJd dH t leuo!ldo yl!M. 09 l'VS 8'SV O'L V'S V'0 O'OV OTT: 0'LZ 0'F£ ESZ/L8L L/09/OEZ-80Z 090 OS 8'LV 8'017 0'L V'S 17'0 O'S£ O'8Z 0'ZZ O'8Z HUM L/09/O£Z-80Z 9170 SV £'OV 8,17E O'L 17'S V'0 0'0£ 0'ZZ 0'LL 0'ZZ £SZ/L8l l/09/0£Z-80Z 9£O. 017 £'L£ 8'1£ 0'17 V'S 17'0 0'0£ 0'ZZ O'LI 0'ZZ YSZ/L8l L/09/O£Z-80Z 9£0-bZO Awleai9 dwV 3!n»lJ Vl=1 Vld JoloW VIA Vld asnd leu�alul )OW xeW/u!W 86elloA an: xeW wnwlu!W 3lun lelo jamo!g dool 3x3 OMH aA!JO Vla aAl�d dWOJ J21W dWOJ a6e310A Palen IapoW d .I"P—D a44 u,p, I-P¢ws - :6e1 ilun :aWeN aJafoad :.laaul6u3 ZH09 uol 9-£ l!b'OOL sands[ O'd :aolJe lluo� Contractor: P.O.: 7 Series 700A11 3-6 Ton 60Hz Engineer: fff Project Name: Unit Tag: S—,ter f—ttre Ground Up' S Blower Performance Variable Speed Air Flow Model Max ESP Speed 1 Speed 2 Speed 3 Speed 4 Speed 5 Speed 6 Speed 7 Speed 8 Speed 9 Speed 10 Speed 11 Speed 12 380 525 1100 1220 G L 024"' 0.50 285 675 815 980 H Aux 380 525 1440 1540 036 0.50 285 G L 675 815 980 1100 1220 1330 H Aux 1575 036 w/lhp' 0.75 480 G L 565 665 761 870 1000 1100 1200 1300 H Aux 1410 1520 1630 620 730 1650 1790 048 0.75 475 G L 850 1020 1140 1270 1400 1520 H Aux 1925 600 830 2010 2140 060 0.75 400 G L 1050 1230 1400 1560 1700 1870 H Aux 2265 "VS Compressor 1-2 3-4 5-6 7-8 9-10 11-12 Speed 5/10/24 VS Compressor speed is given for the factory default cfm settings. When the cfm default settings are changed it will change the relationship to the compressor speed that is shown in the table. In cooling mode compressor speeds 10-12 are only available when SuperBoost mode is selected at the thermostat. optional 1 HP ECM Factory settings are at recommended G,L,H and Aux positions "G"may be located anywhere within the airflow table "L"setting should be located within the boldface CFM range "H"setting MUST be located within the shaded CFM range "Aux"setting MUST be equal to or greater than"H"setting "Aux"setting MUST be equal to or greater than the minimum allowable CFM for the auxiliary heater kit(see auxiliary heat ratings table) CFM is controlled within 5%up to the maximum ESP Max ESP includes allowance for wet coil and standard filter —Operation for 024 model above Speed 8 is NOT recommended WaterFurnace works continually to improve its products.As a result,the design and specifications of each product at the time of order may be changed without notice.Please contact WaterFurnace at 1-888-929-2837 for latest design and specifications.Purchaser's approval of this data set signifies that the equipment is acceptable under the provisions of the lob specification.Statementsn and other infonatlon contained harem are not express warranties and do not form the basis of any bargain between the parties,but are merely WaterFurnace's opinion or commendation of its products.The latest version of this document is available at www,waterfurnace.com. SDW7-0018W 08/24 10 Page of Contractor: P.O.: 7 Series 700A11 3-6 Ton 60Hz Engineer: • a Project Name: Unit Tag: Smarten from t"Ground UP- • • - • Limits Operating Limits Cooling HeatIn (•F)7 (-Q (•F) VQ Air Limits Min.Ambient Air 45 7.2 45 7.2 Rated Ambient Air 80 26.7 70 21.1 Max.Ambient Air 100 37.8 85 29.4 Min.Entering Air 50 10.0 40 4.4 NOTE:Minimum/maximum limits are only for start-up conditions,and are Rated Entering Air db/wb 80.6/66.2 27/19 68 20.0 meant for bringing the space up to occupancy temperature.Units are not Max.Entering Air db/wb 110/83 43/28.3 1 80 26.7 1 designed to operate at the minimum/maximum conditions on a regular Water Limits basis.The operating limits are dependent upon three primary factors:1) Min.Entering Water 30 -1.1 20 -6.7 water temperature,2)return air temperature,and 3)ambient temperature. When any of the factors are at the minimum or maximum levels,the Normal Entering Water 50-110 10-43.3 30-70 -1.1 other two factors must be at the normal level for proper and reliable unit Max,Entering Water 120 48.9 90 32.2 operation. Definitions cfm = airflow, cubic feet/minute HWC = hot water generator capacity, MBtu/h EWT = entering water temperature, Fahrenheit EER = Energy Efficient Ratio gpm = water flow in gallons/minute = Btu output/Watt input WPD = water pressure drop, psi and feet of water COP = Coefficient of Performance EAT = entering air temperature,Fahrenheit(dry bulb/wet bulb) = Btu output/Btu input HC = air heating capacity, MBtu/h LWT = leaving water temperature, of TC = total cooling capacity, MBtu/h LAT = leaving air temperature, of SC = sensible cooling capacity, MBtu/h TH = total heating capacity, MBtu/h kW = total power unit input, kilowatts LC = latent cooling capacity, MBtu/h HR = total heat of rejection, MBtu/h S/T = sensible to total cooling ratio HE = total heat of extraction, MBtu/h Notes to Performance Data Tables The following notes apply to all performance data tables: • Performance ratings are based on 80OF DB/67oF WB EAT for cooling and 70OF DB EAT for heating. • Three flow rates are shown for each unit.The lowest flow rate shown is used for geothermal open loop/well water systems with a minimum of 50oF EWT.The middle flow rate shown is the minimum geothermal closed loop flow rate.The highest flow rate shown is optimum for geothermal closed loop systems and the suggested flow rate for boiler/tower applications. • The hot water generator numbers are based on a flow rate of 0.4 gpm/ton of rated capacity with an EWT of 90oF. is Entering water temperatures below 40oF assumes 15%antifreeze solution. • For non-standard EAT conditions, apply the appropriate Correction Factor tables. • Interpolation between EWT, gpm, and cfm data is permissible, extrapolation is not. CalculationsReference Heating Calculations: Cooling Calculations: HE LWT=EWT+ HR LWT=EWT- g gpm x 500 pm x 500 HC LAT(DB)=EAT(DB)- SC LAT=EAT+ cfm x 1.08 cfm x 1.08 LC=TC-SC TH=HC+HW S/T= SC TC WaterFurnace works continually to Improve its products.As a result,the design and specifications of each product at the time of order may be changed without notice.Please contact WaterFurnace at 1-888-929-2837 for latest design and specifications.Purchaser's approval of this data set signifies that the equipment is acceptable under the provisions of the job specification.Statements and otter Information contained heroin are not express warranties and do not form the basis of arty bargain between the parties,but are merely WaterFumace's opinion or commendation of its product.The latest version of this document is available at www.waterfurnace.com. SDW7-0018W 08/24 11 Page of Contractor: P.O.: 7 Series 700A11 3-6 Ton 60Hz Engineer: Project Name: Unit Tag: Smarter from the Ground Up Correction Factor • - Air Flow Corrections (Compressor Speeds 1-3) Airflow Cooling Heating CFM Per Ton %of Nominal Total Cap Sens Cap Power Heat of Rej Htg Cap Power Heat of Ext of Cig 240 60 0.940 0.740 0.967 0.951 0.943 1.106 0.902 275 69 0,950 0.783 0.973 0.9S9 0.953 1.088 0.918 300 7S 0.960 0.827 0.978 0.967 0.962 1.070 0.935 325 81 0.970 0.870 0.984 0.975 0.972 1.053 0.951 350 88 0.980 0.913 0.989 0.984 0.981 1.035 0,967 375 94 0.990 0.957 0.995 0.992 0.991 1.018 0,984 400 100 1.000 1.000 1.000 1.000 1.000 1.000 1.000 425 106 1.030 1.022 1.024 1.026 1.009 0.982 1.016 450 113 1.060 1.045 1.048 1.051 1.019 0.965 1.033 475 119 1.091 1,067 1.071 1.077 1.028 0.947 1.049 S00 125 1,121 1.089 1.095 1.103 1.038 0.930 1.065 520 130 1.151 1.111 1.110 1.129 1.047 0.912 1.082 6/29/12 Air Flow Corrections(Compressor Speeds 4-12) Airflow Cooling Heating CFM Per Ton %of Nominal Total Cap Sens Cap Power Heat of Rej Htg Cap Power Heat of Ext of CI 240 60 0.928 0.747 0.936 0.929 0.961 1.097 0.938 275 69 0.940 0.789 0.946 0.941 0.967 1.081 0.948 300 75 0.952 0.831 0,957 0.953 0.974 1.064 0.959 325 81 0.964 0.873 0.968 0.965 0,980 1.048 0.969 350 88 0.976 0.916 0.979 0.976 0.987 1.032 0.979 375 94 0.988 0.958 0.989 0.988 0.993 1.016 0.990 400 100 1.000 1.000 1.000 1.000 1.000 1.000 1.000 425 106 1.020 1.023 1.004 1.018 1.010 0.966 1.018 450 113 1.056 1.042 1.008 1.035 1.020 0.932 1.036 475 119 1.072 1.079 1.011 1.053 1.029 0.898 1.054 500 125 1.087 1.095 1.015 1.070 1.039 0.865 1.071 520 130 1.099 1.113 1.019 1.088 1.049 0.831 1.089 6/14/12 Cooling Capacity Corrections Entering Total Clg Sensible Cooling Capacity Multipliers-Entering D8 OF Power Heat of Air WB Cap 60 65 70 75 80 80.6 85 90 95 100 Input Rejection OF 55 0.898 0.723 0.866 1.048 1.185 0.985 0.913 60 0.912 0.632 0.880 1.078 1.244 1,260 0.994 0.927 63 0.945 0.768 0.960 1.150 1.175 0.996 0.954 65 0.976 0,694 0.881 1.079 1.085 1.270 0.997 0.972 66.2 0.983 0.655 0.842 1.040 1.060 1.232 0.999 0.986 67 1.000 0.616 0,806 1.000 1.023 1.193 1.330 1.480 1.000 1.000 70 1.053 0.693 0.879 0.900 1,075 1,205 1,404 1.003 1.044 75 1.168 0.687 0.715 1 0.875 1 1.040 1.261 1.476 1.007 1.141 NOTE:*Sensible capacity equals total capacity at conditions shown. 4/22/12 Heating Capacity Corrections Ent Air DB OF Heating Corrections Htg Cap Power Heat of Ext 4S 1.062 0.739 1.158 50 1.050 0.790 1.130 55 1.037 0.842 1.096 60 1.025 0.893 1.064 65 1.012 0.945 1.030 68 1.005 0.976 1.012 70 1.000 1 1.000 1.000 75 0.987 1 1.048 0.970 80 0.975 1 1.099 0.930 11/10/09 WaterFurnace works continually to improve Its products.As a result,the design and specifications of each product at the time of order may be changed without notice.Please contact WaterFumace at 1-888-929-2837 for latest design and sPeciflcations.Purchaser's approval of this data set signifies that the equipment is acceptable under the provisions of the job specifcatlon.Statements and other information contained herein are not express warranties and do not form the basis of any bargain between the parties,but are merely WaterFurnace's opinion or commendation of Rs products.The latest version of this document is available at www.waterfurnace.com. SDW7-0018W 08/24 12 Page of Contractor: P.O.: 7 Series 700A11 3-6 Ton 60Hz Engineer: Project Name: Unit Tag: e ffS 1 9� sma.re.ro,n rrre Ground up Antifreeze Corrections Catalog performance can be corrected for antifreeze use. Please use the following table and note the example given. Antifreeze Type Antifreeze%by wt Heating Cooling Pressure Drop EWT-OF[aC1 30[-1.11 90[32.21 30 L-1.11 Water 0 1.000 1.000 1.000 10 0.973 0.991 1.075 20 0.943 0.979 1.163 Ethylene Glycol 30 0.917 0.965 1.225 40 0.890 0.955 1.324 50 0.865 0.943 1.419 10 0.958 0.981 1.130 20 0.913 0.969 1.270 Propylene Glycol 30 0.854 0.950 1.433 40 0.813 0.937 1.614 so 0.770 0.922 1.816 10 0.927 0.991 1.242 20 0.887 0.972 1.343 Ethanol 30 0.856 0.947 1.383 40 0.815 0.930 1.523 50 0.779 0.911 1.639 10 0.957 0.986 1.127 20 0.924 0.970 1.197 Methanol 30 0.895 0.951 1.235 40 0.863 0.936 1.323 50 0.833 1 0.920 1 1.399 WARNING:Gray area represents antifreeze concentrations greater than 35%by weight and should be avoided due to the extreme performance penalty they represent. Antifreeze Correction Example Antifreeze solution is Propylene Glycol 20% by weight. Determine the corrected heating and cooling performance at 30OF and 90"F respectively as well as pressure drop at 30dF for a 036 operating at 100%capacity. The corrected cooling capacity at 90dF would be: 35,200 Btu/h x 0.969 = 34,109 Btu/h The corrected heating capacity at 30dF would be: 37,400 Btu/h x 0.913 = 34,146 Btu/h The corrected pressure drop at 30*F and 11.5 gpm would be: 7.9 feet of head x 1.270 =10.03 feet of head WaterFurnace works continually to Improve its products.As a result,the design and specifications of each product at the does of order may be changed without notice.Please contact WaterFumace at 1-888-929-2837 for latest design and specifications.Purchaser's approval of this data set signifies that the equipment is acceptable under the provisions of the lob specification.Statements and other infortnatlon contained heroin are not express warrantla,and do not forth the basis of any bargain between the parties.but are merely WaterFumace's opinion or commendation of its products.The latest version of this document is available at www.wnterfurnace.com. SDW7-0018W 08/24 13 Page of Contractor: P.O.: 7 Series 700A11 3-6 Ton 60Hz Engineer: Project Name: Unit Tag: Smarter frorrr the Ground Up' S Pressure • • Pressure Drop(psi) Model GPM 30e F 50P F 70e 90'F 1100 F 11.5 3.60 3.30 3.10 2.90 2.70 9.0 2.30 2.10 2.00 1.90 1.70 024-036 7.0 1.50 1.40 1.30 1.20 1.10 6.0 1.20 1.15 1.10 1.05 1.00 4.5 0.70 0.66 0.64 0.60 0.55 13.5 4.60 4.40 4.10 3.80 3.50 10.5 2.90 2.70 2.50 2.30 2.20 048 7.5 1.70 1.60 1.50 1,40 1.30 6.0 1.20 1.10 1.00 0.96 0.91 4.0 0.62 0.61 0.60 0.58 0.56 17.0 6.40 6.00 5.60 5.20 4.80 13.5 4.10 3.80 3.60 3.30 3.10 060 9.5 2.20 2.10 2.00 1.80 1.70 7.5 1.70 1.60 1.50 1.40 1.30 5.0 0.68 0.62 0.58 0.55 0.53 5/10/24 WaterFurnace works continually to improve its products.As a result,the design and specifications of each product at the time of order may be changed without notice.Please contact WaterFurnace at 1-888-929-2837 for latest design and specifications.Purchasers approval of this data set signifies that the equipment is acceptable under the provisions of the job specification.Statements and other information contained herein are not express warranties and do not form the basis of any pargam between the parties,but are merely WdterFurndce's opinion or commendation of its products.The latest version of this document is available at www.waterfurrace tom. SDW7-0018W 08/24 14 Page of Contractor: P.O.: 7 Series 700A11 3-6 Ton 60Hz Engineer: n 1 Project Name: Unit Tag: &-tier&onh, ,«�' S Performance 024- SO% Part Load WPD HEATING-EAT 70'F WPD COOLING-EAT 80/67 aF EWT Flow EWT Flow =F gpm inflow HC Power HE LAT HWC -F m irflo TC Sc S/T Power HR HWC PSI FT cfm MBtuh kW MBtuh -F COP MBtuh 9p PSI FT cfTn MBtuh MBtuh Ratio kW MBtuh EER MBtuh &0 0.37 0.8 _.... _ 2.5 0.19 0.4 .. - Operation not recommended 20 4.5 0.84 1.9 20 3.5 0.58 1.3 Operation not recommended 0.72 4.7 78.6 3.13 1.3 5.5 1.31 3.0 So0 7.7 0.63 5.1 73.8 3.57 1.1 5.0 0.97 2.2 600 8.0 0.60 5.5 79.4 3.92 1.4 500 M 13.7 10.0 0.73^ 0.40 14.2 34.5 - 3.0 0.35 0.8 800 6.3 0.61 5.6 74.9 3.97 1.2 2.5 0.18 0.4 650 14.0 11.0 0.79 0.41 14.5 33.8 30 4.5 0.81 1.9 600 82 0.60 5.7 79.9 4.00 1.5 30 3.5 0.56 1.3 500 13.9 10.1 0.73 0.38 14.3 36.8 - 800 8.5 0.61 6.O 75.3 4.06 1.3 650 14.1 11.0 0.78 0.40 14.6 35.5 5.5 1.27 2 9 600 9.0 0.72 6.1 81.9 3.69 1.6 5.0 0.94 2.2 500 14.0 10.1 0.72 0.37 14.3 38.1 - 800 9.1 0.63 6.5 76.2 4.21 1.3 650 14.3 11.0 0.77 0.39 14.7 37.2 - 600 9.3 0.60 6.9 82.7 4.53 1.5 500 15.3 10.6 0.70 0.36 15.5 42.5 - 3.0 0.34 0.8 800 9.7 0.62 71 77.3 4.60 1.3 2.5 0.18 0.4 650 15.6 11.6 0.75 0.37 15.8 41.6 - 40 4.5 0.79 1.8 600 9.6 0.61 7.2 83.4 4.66 1.7 40 3.5 0.54 L3 500 15.5 10.7 0.69 0.34 15.6 45.3 - 800 10.0 0.62 7.4 77.8 4.73 1.4 650 15.8 11.7 0.74 0.36 15.9 44.0 - 600 10.2 0.62 7.6 84.7 4.79 1.7 500 ISA 10.7 0.69 0.33 15.7 47.0 - 5.5 123 2.8 800 10.5 0.63 7.9 78.8 4.87 1.4 5.0 0.91 2.1 650 15.9 11.7 0.74 0.35 16.1 1 46.0 600 10.7 0.61 8.2 86.0 5.12 1.7 500 16.6 10.9 OAS 0.31 16.6 53.2 - 3.0 0.33 0.8 1100 11.0 0,62 8.5 79.7 5.21 1.4 2.5 0.17 0.4 650 17.1 12.0 0.70 0.32 17.1 53.6 - s0 4.5 0.76 1.8 600 11.1 0.61 8.6 86.9 5.29 1.8 50 3.5 0.53 1.2 500 162 10.9 0.65 0.30 16.7 55.1 - 800 11.4 0.62 8.9 80.4 5.39 1.5 650 17.3 12.1 0.70 0.31 17.2 55.6 S.5 1.19 2.8 600 11.6 0.63 9.0 88.2 5.42 1.9 5.0 0.88 2.0 500 17.1 11.2 0.66 0.30 17.0 56.5 - 800 11.9 0.64 9.3 81.3 5.51 1.7 650 17.6 12.4 0.71 0.31 17.4 57.0 3.0 0.32 0.7 600 12.1 0.62 9.6 89.5 5.72 1.8 2.5 0.17 0.4 500 15.0 10.7 0.71 0.41 15.4 36.4 0.7 800 12.4 0.63 9.9 82.2 5.82 1.5 650 15.4 11.9 0.77 0.42 15.8 36.7 0.8 80 4.5 0.74 1.7 600 12.6 0.62 10.1 90.6 5.96 1.9 60 3.5 0.51 1.2 500 15.1 10.8 0.71 0.40 15.5 37.7 0.8 800 12.9 0.62 10.4 83.0 6.06 1.6 650 15.6 11.9 0.77 0.41 15.9 38.0 0.8 5.5 1.15 2.7 600 13.1 0.63 10.5 91.7 6.03 2.0 5.0 0.85 2.0 SOO 15.4 11.1 0.72 OAO 15.7 38.7 0.9 800 13.4 0.64 10.7 83.8 6.14 1.7 650 15.8 12.2 0.77 0.41 16.2 39.0 0.9 600 13.5 0.63 11.0 92.9 6.30 1.9 500 13.4 10.6 0.79 0.51 14.2 26.1 0.9 3.0 0.31 0.7 800 13.7 0.64 11-1 84.5 6.34 1.6 2.5 0.16 0.4 650 14.0 11.9 0.85 0.60 15.1 23.2 1.0 70 4.5 0.71 1.7 600 14.1 0.63 11.6 94.3 6.60 2.0 70 3.5 0.49 1.1 500 13.5 10.6 0.79 0.50 14.3 27.1 1.1 800 14.4 0.63 11.8 85.7 6.73 1.7 650 13.9 11.8 0.85 0.51 14.7 27.3 1.1 5.5 1.12 2 6 600 14.5 0.64 11.9 95.2 6.63 2.1 5.0 0.83 1.9 500 13.7 10.9 0.80 0.49 14.5 27.7 1.1 800 14.8 0.64 12.1 86.3 6.76 1.8 650 13.7 11.9 0.87 0.44 15.3 31.1 1.1 600 14.9 0.64 12.3 96.1 6.60 2.0 SOO 12.5 9.8 0.78 0.63 13.8 19.9 1.5 3.0 0.30 0.7 800 15.1 0.64 12.5 86.9 6.93 1.7 2.5 0.16 0.4 650 12.9 10.9 0.84 0.64 14.2 20.1 1.5 60 4.5 0.69 1.6 600 15.6 0.64 13.0 97.9 717 2.2 80 3.5 0.48 1.1 500 12.6 9.9 0.78 0.61 13.9 20.6 1.6 800 15.8 0.63 13.2 88.1 7.31 1.8 650 13.0 10.9 0.84 0.63 14.3 20.8 1.6 600 15.8 0.65 13.2 98.4 7.13 2.3 500 12.8 10.1 0.79 0.61 14.1 21.1 1.6 5.5 1.08 25 800 16.0 0.65 13.3 88.5 7.27 1.9 5.0 0.80 1.8 650 13.2 11.2 0.85 0.62 14.4 21.3 1.9 600 16.2 0.65 13.6 99.4 728 2.2 500 11.7 9.0 0.77 0.75 13.4 15.6 1.9 3.0 0.29 0.7 g00 16.4 0.65 13.7 89.2 743 7.8 2.5 0.15 0.3 650 12.0 10.0 0.83 0.76 13.8 15.8 1.9 600 17.1 0.65 14.4 101.4 772 2.3 500 11.8 9.1 0.77 0.73 13.5 16.2 2.0 90 4.5 0.67 1.5 800 17.2 0.64 14.6 90.6 7.88 1.9 90 3.5 0.46 1.1 650 123 10.1 0.83 0.74 13.8 16.3 2.0 600 1 17.1 1 0.66 1 14.4 1 101.6 1 7.61.1 2.5 500 12.5 9.6 0.77 0.74 14.2 16.9 23 5.5 1.04 2.4 SOO 17.2 0.65 14.6 90.7 7.76 2.0 5.0 0.78 1.8 650 1 11.8 1 10.9 0.92 0.74 14.6 15.9 2.1 500 10.9 8.7 0,80 0.90 13.2 12.1 2.3 3.0 0.28 0.6 2.5 0.15 0.3 650 11.2 9.6 0.86 0.92 13.6 12.2 2.3 100 4.5 0.64 1.5 100 3.5 0.44 1.0 500 11.0 8.7 0.80 0.88 13.3 12.5 2.4 -_.• .-_ -. ,,_-„ 650 11.3 9.7 0.86 0.90 13.6 12.6 2.4 500 112 9.0 0.80 0.87 13.4 12.8 2.5 5.5 1.00 2.3 5.0 0.74 1.7 650 11.5 9.9 0.86 0.89 13.7 12.9 2.5 500 10.1 8.3 0.83 1.06 13.0 9.5 2.2 3.0 0.27 0.6 2.5 0.14 0.3 650 10.4 1 9.2 0.89 1.08 13.4 9.6 2.3 110 4.5 0.62 1.4 Operation not recommended 110 3.5 0.43 1.0 500 10.2 8.4 0.82 1.03 13.0 9.9 2.4650 10.5 9.3 0.89 1.05 13.4 10.0 2.4 500 10.4 8.6 0.83 1.02 13.2 103 2.6 5.5 0.96 2.2 5.0 0.71 1.6 650 10.7 9.5 0.89 1.04 13.5 10.2 2.6 500 9.4 8.5 0.90 1.35 13.4 7.0 3.2 3.0 0.26 0.6 2.5 0.13 0.3 650 9.6 9.2 1 0.96 1.38 13.7 7.0 3.3 500 9.5 8.5 0.90 1.28 13.3 7.5 3.3 120 4.5 0.59 1.4 120 3.5 0.41 0.9 650 9.7 9.3 0.96 1.31 13.5 7.4 3.3 5.5 0.93 2.1 5.0 0.68 1.6 500 9.6 8.5 0.89 124 13.2 7.8 3.4 650 9.8 9.4 0.96 Ms 12.0 8.5 3.4 Performance capacities shown in thousands of Btuh. 6/13/24 WaterFumace works continually to inprove its products.As a result the design and specifications of each product at the time of order may be charged without notice.Please contact waterFurnace at 1-M-929-2837 for latest design and specification.Purchaser's approval of this data set signifies that the equipment is acceptable under the provisions of the lob specification.Statamenb and otter information contained heroin are not express warranties and do not form the basis of ay bargain between the parties,but are merely WaterFumace's opinion or commendation of its products.The latest version of this document is available at www.waterfurnwe- SDW7-0018W 08/24 15 Page of Contractor: P.O.: 7 Series 700A11 3-6 Ton 60Hz Engineer: � �M Project Name: Unit Tag: Smrterfrcmtffa Ground Up- Performance cont. 024-100%Full Load A2.155.0 HEATING-EAT 70•F WPD COOLING-EAT 90/67•F EWT Flow EWT Flow °F gpmirflow HC Power HE LAT HWC ^F gpm irflo TIC SC 5/T Power HR HWC cfm MBtuh kw MBtuh -F COP MBtuh PSI FT cfm MBtuh MBtuhJ Ratio kW MBtuh EER MBtuh 5.0 4.0 0.49 1.1 Operation not recommended 20 7.0 20 6.0 1.70 3.9 Operation not recommended 9.0 2.81 6.5 1000 22.4 2.11 14.2 90.7 3.12 3.8 8.0 1.97 f 7350 23.1 2.04 15.2 86.1 3.33 3.4 5.0 0.85 2.0 1000 25.1 1.94 17.6 93.4 3.80 4.1 4.0 0.48 1.1 700 24.5 16.7 0.68 0.48 26.6 51.0 - 1350 25.9 2.01 18.0 88.2 3.77 3.8 850 24.9 18.3 0.73 0.so 27.3 49.8 30 70 2.09 q.g 1000 25.8 1.97 18.1 94.0 3.83 4.2 30 6.0 1.15 2.7 700 24.8 16.8 0.68 0.46 27.0 54.3 - 1350 26.5 2.03 18.6 88.6 3.83 3.9 850 25.2 18.4 0.73 0.48 27.5 52.4 - 9.0 2.36 5.5 1000 26.2 2.12 18.0 94.5 3.63 4.4 8.0 1.91 4.4 700 24.9 16.8 0.68 0.44 27.1 56.3 - 1350 25.2 1.90 18.8 89.3 3.89 5.0 850 25.6 18.4 0.72 0.47 27.8 54.9 - 1000 29.0 1.97 21.3 97.2 4.31 4.5 700 25.9 18.0 0.70 0.58 28.6 45.0 - 5.0 0.82 1.9 1350 29.9 2.02 22.0 91.2 4.33 4.0 4.0 0.46 i.l 850 26.4 19.7 0.75 0.60 29.3 44.0 40 7.0 2.03 4.7 1000 30.0 2.01 22.1 98.1 4.36 4.6 40 6.0 1.12 2.6 700 26.2 18.2 0.69 0.55 28.8 47.9 - 1350 30.9 2.06 22.9 91.9 4.40 4.1 850 26.7 19.8 0.74 0.57 29.4 46.5 - 9.0 2.65 6.1 1000 30.5 2.03 22.6 98.7 4.41 4.8 8.0 1.851 4.3 700 26.4 18.2 0.69 0.53 28.9 49.7 - 1350 31.5 2.08 23.4 92.4 4.45 4.2 850 270 19.8 0.74 0.56 29.6 48.6 1000 32.9 2.01 25.1 101.1 4.81 4.8 700 26.2 17.7 0.68 0.67 29.4 39.2 - 5.0 0.79 1.8 1350 33.9 2.04 26.0 94.3 4.88 4.5 4.0 0.45 1.0 850 27.5 19.7 0.72 0.70 30.9 39.2 - s0 70 1.97 4.5 1000 34.1 2.05 26.1 102.3 4.87 5.2 s0 6.0 1.08 2.5 700 26.7 17.9 0.67 0.63 29.7 42.5 - 1350 35.2 2.08 27.1 95.2 4.96 4.6 850 28.1 19.9 0.71 0.66 31.3 42.6 9.0 2.56 5.9 1000 34.9 2.07 26.8 103.0 4.94 5.3 g 0 1 89 4 4 700 27.0 19.2 0.71 0.61 29.9 43.9 - 1350 36.0 2.10 27.8 95.8 5.02 5.4 850 28.3 20.8 0.73 0.60 30.5 47.2 1000 36.2 2.02 28.3 104.3 5.24 4.9 700 25.1 17.8 0.71 0.92 28.8 27.3 1.3 5.0 0.74 1.7 1350 37.3 2.04 29.4 96.8 5.38 4.5 4.0 0.45 1.0 850 26.4 19.8 0.75 0.96 30.2 27.4 1.4 60 70 1.90 q,q 1000 37.8 2.08 29.7 105.9 5.33 5.4 60 6.0 1.09 2S 700 25.7 18.0 0.70 0.87 29.2 29.4 1.4 1350 39.0 2.09 30.9 98.1 5.47 4.6 850 270 20.0 0.74 0.91 30.6 29.6 1.5 9.0 2.48 5.7 1000 38.7 2.10 30.5 106.8 5.40 5.5 g 0 1 81 q 2 700 26.0 19.0 0.73 0.85 29.4 30.5 1.4 1350 40.0 2.11 31.8 98.8 5.55 4.8 850 27.3 21.1 0.77 0.89 30.8 30.6 1.5 1000 39.5 2.04 31.5 107.5 5.68 5.3 700 24.1 17.9 0.74 1.15 28.7 20.9 1.9 5.0 0.72 1.7 1350 40.8 2.11 32.6 99.5 5.66 5.0 4.0 0.44 1.0 850 25.6 20.7 0.81 1.15 30.1 22.3 2.0 70 70 1.84 4.3 1000 41.5 2.10 33.3 109.5 5.78 5.5 70 6.0 1.06 2,q 700 24.7 18.1 0.73 0.99 28.7 24.9 2.2 1350 42.8 230 34.6 101.0 5.97 5.1 850 25.8 20.1 0.78 1.03 29.9 25.1 2.2 9.0 1.94 q.5 1000 42.5 2.13 34.2 110.6 5.86 6.1 g 0 1.75 4.0 700 25.0 18.8 0.75 0.97 28.8 25.8 2.2 1350 42.0 2.12 34.7 100.4 5.81 6.6 850 26.3 19.8 0.75 0.98 28.9 26.8 2.3 1000 42.2 2.07 34.1 110.2 5.96 5.8 700 23.0 177 0.77 1.40 27.8 16.5 2.8 5.0 0.70 1.6 4.0 0.43 1.0 1350 43.7 2.06 35.6 101.6 6.22 4.9 850 23.9 19.7 0.82 1.44 28.9 16.6 2.8 80 7.0 7,78 q•1 1000 44.6 2.16 36.2 112.6 6.06 6.0 80 6.0 1.06 2,5 700 23.6 17.9 0.76 1.35 28.3 ITS 2.9 1350 46.1 2.14 37.8 103.5 6.33 5.1 850 24.6 19.9 0.81 1.39 29.3 177 2.9 9.0 2.32 5.4 1000 45.9 2.19 37.4 113.9 6.16 6.1 g.0 1.76 4.1 700 23.9 18.4 0.77 1.32 28.4 18.1 3.1 1350 47.5 2.15 39.1 104.5 6.46 5.7 850 24.9 20.4 0.82 1.36 29.5 18.3 3.1 1000 44.9 231 36.7 112.9 6.23 5.9 700 21.9 17.6 0.80 1.59 27.3 13.8 3.7 5.0 0.67 1.6 1350 46.5 2.08 38.4 103.8 6.55 5.4 4.0 0.42 1.0 850 22.7 19.5 0.86 1.62 28.2 14.0 3.7 ft0 7.0 1.71 4.0 1000 47.8 2.21 39.1 115.7 6.34 6.2 90 6.0 1.03 2.4 700 22.6 17.8 0.79 1.54 27.8 14.6 3.9 1350 49.5 2.17 41.0 1116.0 6.68 5.7 850 23.4 19.7 0A4 1.58 28.8 14.8 3.9 9.0 1.79 41 1000 49.3 2.24 40.5 1 117.2 6.45 6.9 8.0 1.70 3.9 700 23.0 17.4 0.76 1.52 28.1 15.1 4.1 13sol 51.4 2.29 43.6 109.9 6.58 7.9 850 23.9 18.9 0.79 1.47 27.6 16.3 3.9 5.0 0.64 1.5 4.0 0.42 1.0 700 20.4 16.9 0.83 1.84 26.6 11.1 4.7 850 21.0 18.8 0.89 1.87 27.4 11.3 4.7 100 7.0 1.65 3.8 _ 100 6.0 1.03 2.4 700 21.1 17.1 0.81 1.80 27.2 11.7 5.0 850 21.8 19.0 0.87 1.83 28.0 11.9 4.9 700 21.3 17.1 0.80 1.77 27.3 12.0 5.2 9.0 2.16 5.0 8.0 1.70 3.9 850 22.0 18.9 0.86 1.80 28.1 12.2 4.4 5.0 0.62 1.4 4.0 0.40 0.9 700 21.5 16.3 0.76 2.09 26.0 10.3 5.7 850 22.1 18.1 0.82 2.11 26.6 10.5 5.6 110 7.0 1.59 3.7 Operation not recommended 110 6.0 0.99 2.3 700 22.4 16.5 0.74 2.07 26.6 10.8 5.9850 23.0 18.3 0.80 2.08 27.2 11.0 5.9 9.0 2.07 4.8 8.0 1.64 3.8 700 22.6 16.2 0.72 2.03 26.7 11.1 6.2 850 23.2 17.9 0.77 2.05 27.3 11.3 5.7 5.0 0.58 1.3 4.0 0.39 0.9 700 19.1 15.9 0.83 2.48 25.2 7.7 6.9 850 19.5 17.4 0.89 2.54 25.7 7.7 7.1 700 19.3 16.1 0.83 2.34 24.9 8.3 7.2 R1207.0 1.53 3.5 120 6.0 0.95 2.2850 19.717.4 0.89 2.40 25.4 8.2 7.4 9.0 1.99 4.6 8.0 1.56 3.6 700 19.5 16.1 0.82 2.27 24.8 8.6 7.5 850 20.2 17.1 0.85 2.17 25.1 1 9.3 7.5 Performance capacities shown in thousands of Btuh. 6/13/24 WaterFumace works cominually to improve ds products.As a 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Z'9 69'Z O'8 OZ pepuewwoDoi lou uo!leledp .:.. •` ..-. ..-. S'Z 6O1 S'S 4n7HW 4nlHW MH o!lea 4n18W 4n18W w10 4n18W 3< 4nl Mll 47MH 2I33 8H Jamod 1/S OS Jl oll•! ISd wd6 3> OMH dOO 1V"1 3H JaMod ISd wdBMold 1M3 Mol3 1M3 3o L91091V3-ONI100� OdM d.OL1V3-1 11vaHOdM peol 11n3 %OOL-9£0 -lu • • c/ .CV)P 0OWU 4J4;AUIS : 5e1 i!un :aweN ;Dafo.ld :.taaw6u3 ZH09 uol 9-£ II vooL saiias< O d :ao;oea;uo� Contractor: P.O.: 7 Series 700A11 3-6 Ton 60Hz Engineer: Project Name: Unit Tag: SmwtwftmMaGrorndL/P- 11� ' • cont. 048-50%Part Load WPD HEATING-EAT 70'F WPD COOLING-EAT 60/67°F EWT Flow EWT Flow of 9Pm PSI FT i�o HC Power HE LAT'F COP HWC eF 9Pm PSI FT irflo TC Sc S/T Power HR EER HWC cfm mBtuh kW MBtuh MBtuh cfm MBtuh MBtuh Ratio kW MBtuh MBtuh 3.5 0.56 1.3 _..:.-. ,�_ 3.0 0.47 1.1 - - . Operation not recommended 20 5.0 0.97 2.2 - 20 4.5 0.61 1.9 Operation not recommends 6.5 1.37 3.2 650 16.5 1.72 10.7 95.4 2.82 2.4 6.0 1.16 2.7 900 16.9 1.55 11.7 89.1 3.19 3.1 3.5 0.55 7.3 6SO 16.7 1.48 11.8 95.7 3.32 2.7 3.0 0.45 1.1 500 22.7 13.7 0.61 0.54 24.8 42.0 900 17.3 1.50 12.3 89.6 3.38 2.4 750 23.1 15.1 0.65 0.56 25.3 41.1 30 5.0 0.94 22 650 18.1 1.55 13.0 97.7 3.43 10 30 4.5 0.79 1.8 500 23.0 13.8 0.60 0.51 25.0 44.8 - 900 18.6 1.56 13.5 91.0 3.51 2.6 750 23.3 15.1 0.65 0.54 25.5 43.2 - 6.5 1.33 3.1 650 18.8 1.75 13.0 98.7 3.15 3.1 6.0 1.12 2 6 500 23.1 13.8 0.60 0.50 25.1 46.4 - 900 19.2 1.34 14.7 91.3 4.19 2.6 750 23.7 15.1 0.64 0.52 25.7 45.3 - 3.5 0.53 1.2 650 19.8 1.51 14.9 100.2 3.84 3.0 3.0 0.44 1.0 500 25.6 17.5 0.68 0.46 27.5 55.3 - 900 20.5 1.52 15.5 92.9 1 3.94 2.6 750 26.1 19.2 0.73 0.48 28.0 54.1 - 40 5.0 0.91 2.1 650 21.4 1.57 16.3 102.5 3.99 3.3 40 4.5 0.77 1.8 500 25.9 17.7 0.68 0.44 27.7 58.9 - 900 22.1 1.57 17.1 94.6 4.13 2.8 750 26.4 19.3 0.73 0.46 28.3 57.2 6.5 1.29 3.0 650 22.1 1.58 17.0 103.5 4.09 3.4 6.0 1.09 2.5 500 26.1 17.7 0.68 0.43 27.9 61.2 - 900 22.9 1.59 17.7 95.4 4.20 2.8 750 26.7 19.3 0.72 0.45 28.5 59.8 650 22.9 1.55 18.0 104.7 4.34 3.3 500 24.5 15.8 0.65 0.64 27.0 38.1 - 3.5 0.51 1.2 900 23.7 1.55 18.8 96.2 4.48 2.8 3.0 0.43 1.0 750 25.3 18.6 0.74 0.67 27.8 37.7 - s0 5.0 0.88 2.0 650 24.7 1.60 19.7 107.3 4.53 3.6 So 4.5 0.74 1.7 500 25.0 15.9 0.64 0.56 27.2 45.0 - 900 25.7 1.59 20.7 98.3 4.74 3.0 750 25.8 18.7 0.73 0.58 28.1 44.2 7 6.5 1.25 2.9 650 25.7 1.61 20.6 108.7 4.68 3.8 6.0 1.06 2.4 Soo 25.2 15.9 0.63 0.52 27.2 1 48.0 - 900 26.5 1.61 21.5 99.2 4.83 3.3 750 21.3 17.0 0.80 0.41 24.3 52.1 - 3.5 0.50 1.1 650 25.7 1.61 20.7 108.8 4.70 3.7 3.0 0.41 10 500 23.5 15.4 0.66 0.79 26.5 29.8 1.2 900 26.7 1.60 21.7 99.4 4.90 3.0 750 24.2 18.2 0.75 0.82 27.3 29.5 1.2 6o 5.0 0.85 2.0 650 27*8 1.65 22.7 111.8 4.96 3.9 60 4.5 0.72 1.7 500 23.9 15.5 0.65 0.70 26.5 34.2 1.3 900 28.9 1.63 23.9 101.7 5.21 3.3 750 24.6 18.3 1 0.74 0.73 27.4 33.6 1.3 6.5 1.21 2.8 650 29.0 1.66 23.9 113.6 5.12 4.1 6.0 1.02 2.4 500 24.2 15.6 0.65 0.66 26.7 36.4 1.4 900 30.1 1.64 25.1 102.9 5.37 3.5 750 24.9 18.3 0.74 0.69 27.5 35.9 1.4 3.5 0.48 1.1 650 28.5 1.66 23.4 112.9 5.03 4.0 3.0 0.40 0.9 500 22.5 15.0 0.67 0.93 1 25.9 1 24.2 1.7 900 31.1 1.66 26.1 104.0 5.48 3.3 1 750 23.4 17.8 0.76 0.98 1 27.0 23.9 1.8 70 5.0 0.83 1.9 650 31.0 1.69 25.8 116.4 1 5.36 4.3 70 4.5 0.70 1.6 500 22.7 15.2 0.67 0.84 25.9 27.0 1.9 900 32.2 1.66 27.2 105.2 5.67 3.6 750 23.5 17.9 0.76 0.88 26.7 26.7 1.9 6.5 1.17 2.7 650 32.4 1.71 27.2 118.5 5.54 4.5 6.0 0.99 2.3 500 23.1 15.3 0.66 0.80 26.2 28.7 1.9 900 33.6 1.71 28.1 108.9 5.76 3.7 750 23.8 17.9 0.75 0.84 27.0 28.5 2.0 650 30.5 1.75 25.1 115.7 5.09 4.2 Soo 21.4 14.5 0.68 1.10 25.4 19.5 2.5 3.5 0.46 1.1 900 31.6 1.72 26.4 104.6 5.38 3.5 3.0 0.39 0.9 750 22.1 17.1 0.77 1.15 26.3 19.3 2.5 60 5.0 0.80 1.8 650 33.1 1.77 27.7 119.5 5.47 4.5 60 4.5 0.67 1.6 500 21.5 14.7 0.68 1.02 25.3 1 21.1 2.6 900 34.4 1.73 29.3 107.5 5.83 3.8 750 22.2 17.3 0.78 1.06 1 26.1 20.9 2.7 650 34.8 1.79 29.4 121.9 5.68 4.8 500 2200 14.8 0.67 0.98 25.6 22.6 2.8 6.5 1.13 2.6 900 36.2 1.74 31.0 109.3 6.08 4.0 1 6.0 0.96 2.2 750 22.7 17.4 0.77 1.02 26.4 22.3 3.2 3.5 0.45 1.0 650 32.4 1.84 26.7 118.4 5.15 4.5 3.0 0.37 0.9 500 20.3 14.0 0.69 1.26 24.9 16.1 3.4 900 1 33.6 1.80 28.2 106.7 5.47 3.7 750 21.0 16.5 0.79 1.31 25.7 16.0 3.4 90 5.0 0.77 1.8 650 1 35.2 1.85 29.6 122.5 5.56 4.8 90 4.5 0.65 1.5 Soo 20.3 14.2 0.70 1.20 24.7 17.0 3.5 900 1 36.7 1 1.79 31.4 109.9 5.99 4.0 750 20.9 16.7 0.80 1.24 25.4 16.9 1 3.6 6.5 1.09 2.5 650 1 37.1 1.87 31.6 125.4 5.81 5.2 6.0 0.92 2.1 500 19.5 13.4 0.69 121 23.8 16.1 3.7 900 T.7 1.69 36.4 112.5 6.70 4.3 750 20.1 16.9 0.84 1.27 1 26.1 15.8 3.7 500 18.4 12.9 0.70K1.44 23.7 12.4 4.3 3.5 0.43 1.0 3.O 0.36 0.8 750 18.9 15.1 0.80 24.4 12.3 4.3 100 5.0 0.74 1.7 100 4.5 0.62 1.4 500 18.2 13.0 0.71 23.4 12.7 4.4 750 18.8 15.3 0.82 24.2 12.6 4.4 Soo 18.9 13.2 0.70 23.9 13.6 4.6 6.5 1.05 2.4 6.0 0.89 2.1 750 19.5 15.5 0.80 24.7 13.4 4.6 SOO 16.4 11.7 0.71 22.4 9.7 5.0 3.5 0.41 1.0 3.0 0.35 0.8 750 16.8 13.7 0.82 . 23.1 9.6 5.0 110 5.0 0.71 1.6 Operation not recommended - 110 4.5 0.60 1.4 500 16.1 11.8 0.73 1.68 22.1 9.6 5.4 750 16.7 13.9 0.84 1.75 22.9 9.5 5.4 Soo 16.9 12.1 0.71 1.63 22.7 10.4 5.8 6.5 1.01 2.3 6.0 0.66 2.0 750 17.4 14.2 0.81 1.70 23.4 10.2 5.8 500 15.2 12.4 0.82 2.10 22.6 7.2 6.4 3.5 0.40 0.9 _ 3.0 0.33 0.8 750 15.5 13.5 0.87 2.15 23.1 7.2 6.5 500 15.4 12.5 0.81 1.99 22.4 7.7 6.6 120 5.0 0.68 1.6 120 4.5 0.58 1.3 750 15.7 13.6 0.87 2.04 22.9 7.7 6.6 500 15.5 12.5 0.81 1.92 22.3 8.1 6.8 6.5 0.97 2.2 6.0 0.82 1.9 75o 15.9 14.8 0.94 1 1.98 1 23.0 1 8.0 1 6.8 Performance capacities shown in thousands of Btuh. 6/13/24 WaterFurnace works continually to Improve Its products.As a result.the design and specifications of each product at the time of order may be changed without notice.Please contact WaterFurnace at 1.888-929-2837 for latest design and specifications.Purchasars approval of this data set signifies that the equipment Is acceptable under the provisions of the job specification.statements and other Information contained herein am not express warranties and do not form the basis of any bargain between the parties,but are merely waterFurnace's opinion or commendation of rts products_The latest version of this document is available at www.waterfurnace.com. SDW7-0018W 08/24 19 Page of Contractor: Pp,: 7 Series 700A11 3-6 Ton 60Hz Engineer: • 1►1 Project Name: Unit Tag: Ssrsarhar f-.U.Grpald Up- Performance • 048-100% Full Load WPD HEATING-EAT 70-F WPD COOLING-EAT 80/67-F EWT Flow EWT Flow °F 9Pm P51 FT irflo HC Power HE LAT-F COP HWC =F gpm Psi FT irflo TC SC S/T Power HR EER HWC cfm mBtuh kW MBtuh MBtuh cfm MBtuh MBtuh Ratio kW MBtuh MBtuh 6.5 1.40 3.2 _ _ _ 5.5 1.05 2.4 Operation not recommended 20 10.0 2.85 6.6 20 8.0 2.00 4.6 Operation not recommended 13.5 4.79 11.1 1500 37.5 3.85 24.3 92.5 2.86 6.05 10.5 2.94 6.8 1800 37.7 3.77 24.8 88.6 2.93 5.6 6.5 1.36 3.2 1500 37.9 3.65 25.4 92.7 3.04 6.6 5.5 1.02 2.4 1000 42.8 28.0 0.65 1.32 46.9 32.5 - 1800 39.1 3.70 26.5 89.4 3.10 6.1 1400 43.6 30.8 0.70 1.37 47.9 31.8 30 10.0 2.77 6.q 1500 40.9 3.81 27.9 94.6 3.14 6.8 30 8.0 1.94 4.5 1000 43.4 28.3 0.65 US 47.3 34.6 - 1800 42.2 3.84 29.0 91.0 3.22 6.1 1400 44.1 30.9 0.70 1.32 482 33.4 13.5 4.65 10.7 1500 43.1 3.97 29.6 96.1 3.18 6.9 10.5 2.85 6.6 1000 43.6 28.3 0.65 122 47.4 35.9 - 1800 39.3 3.30 28.0 90.2 3.50 6.3 1400 44.7 30.9 0.69 1.28 48.7 35.0 - 1500 43.2 3.80 30.2 96.1 3.33 7.0 1000 44.7 29.0 1 0.65 1.56 49.5 28.6 - 6.5 1.32 3.1 1800 44.6 3.82 31.5 92.3 3.42d62 5.5 0.99 2.3 1400 45.5 31.7 0.70 1.63 50.6 28.0 - 40 10.0 2.69 6.2 1500 46.6 3.94 33.1 98.3 3.4640 8.0 1.88 4.3 1000 45.2 29.2 0.65 1.49 49.8 30.4 - 1800 48.2 3.94 34.8 94.2 3.58 1400 46.0 31.9 0.69 1.56 50.9 29.613.5 4.51 10.4 1500 48.1 3.97 34.6 99.2 3.5510.5 2.77 6.4 M140O46.6 5 29.2 0.64 1.44 50.0 31.6 - 1800 49.7 3.99 36.1 95.0 3.65 6 31.9 0.69 1.51 51.2 30.9 - 1500 48.5 3.94 35.0 99.5 3.61 7.5 7 27.8 0.61 2.03 52.0 22.5 - 6.5 128 3.0 1800 50.0 3.94 36.6 95.2 3.72 7.0 5.5 0.96 2.2 1 32.8 0.70 2.11 53.7 22.350 10.0 2.60 6.0 1500 52.3 4.07 38A 101.9 3.77 8.2 50 8.0 1.82 q.2 7 27.9 0.60 1.76 52.1 26.6 - 1800 54.3 4.04 40.5 974 3.93 7.2 .1 32.9 0.68 1.84 532 26.113.5 4.37 70.1 1500 54.3 4.09 40.3 103.2 3.88 8.4 10.5 2.68 6.2 27.9 0.59 1.65 52.1 28.4 - 1800 56.1 4.09 42.1 98.3 4.01 8.6 4 32.9 0.68 1.73 53.8 28.0 6.5 1.24 2.9 1500 54.2 4.10 40.2 103.1 3.87 7.6 5.5 0.93 2.2 1000 43.9 27.2 0.62 226 50.9 19.4 2.6 1800 56.2 4.08 42.3 98.4 4.04 7.1 1400 45.2 32.1 0.71 2.36 52.6 19.1 2.8 60 10.0 2.52 5.8 1500 58.7 4.20 44.3 1 106.0 4.09 8.4 80 8.0 1.76 4.1 1000 44.6 27.4 0.62 2.01 50.8 22.2 2.9 1800 60.9 4.15 46.8 100.9 4.30 7.2 1400 45.9 32.3 0.70 2.10 52.5 21.9 2.9 13.5 4.23 9.8 1500 61.1 4.24 46.7 107.5 4.23 8.6 10.5 2.60 6.0 1000 45.1 27.5 0.61 1.91 51.0 23.6 2.8 1800 63.3 4.19 49.0 102.2 4.43 7.4 1400 46.5 32.4 0.70 1.99 52.6 23.3 3.0 1500 60.0 4.26 45.4 106.8 4.13 8.1 1000 42.0 26.7 0.63 2.50 49.7 16.8 3.4 6.5 1.20 2.8 1800 64.4 4.27 49.9 102.8 4.43 7.5 5.5 0.90 2.1 1400 43.7 31.7 0.73 2.50 51.4 17.5 3.7 70 10.0 2.44 5.6 1500 65.1 1 4.33 50.3 110.0 1 4.40 8.6 70 8.0 1.71 3.9 1000 42.4 26.9 0.63 2.26 49.5 18.8 3.9 1800 67.6 4.26 53.1 104.5 1 4.65 7.9 1400 43.8 31.7 0.72 2.36 51.1 18.5 3.9 13.5 4.09 9.5 1500 60.5 4.07 46.6 1071 4.36 9.4 10.5 2.51 5.8 1000 43.2 27.1 0.63 2.16 49.9 20.0 3.9 1800 66.5 3.99 52.8 103.9 4.88 8.2 1400 44.5 31.8 0.71 2.24 51.5 19.8 4.1 1500 64.9 4.47 49.7 109.9 4.25 9.0 1000 39.8 25.7 0.65 2.80 48.5 14.2 5.4 6.5 1.16 2.7 7800 67.4 4.40 52.4 104.4 4.50 77 5.5 0.87 2A 1400 41.0 30.2 0.74 2.92 50.1 1 14.1 5.4 80 10.0 2.35 5.4 1500 70.5 4.52 55.1 113.5 4.57 9.5 1 80 8.0 1.65 3.8 1000 40.0 26.0 0.65 2.60 48.1 15.4 5.7 1800 73.4 4.41 58.3 107.5 4.88 7.9 1400 41.2 30.6 0.74 2.70 49.6 15.2 5.7 13.5 3.95 9.1 1500 74.1 4.57 58.5 115.8 4.75 9.6 10.5 2.42 5.6 1000 40.9 26.2 0.64 2.49 48.6 16.4 5.9 1800 77O 4.45 61.9 1 109.5 5.08 9.0 1400 42.2 30.8 0.73 2.59 50.2 16.3 5.9 1500 69.9 4.68 53.9 113.1 4.37 9.7 1000 37.6 24.8 0.66 3.10 47.2 12.1 6.7 6.5 1.12 26 1800 72.6 4.58 57.0 107.1 4.64 8.6 5*' 0.84 1.9 1400 38.8 29.1 0.75 322 48.7 12.0 6.6 90 10.0 Z27 5.2 1500 76.0 4.71 59.9 117.0 4.73 9.5 90 1.59 3_7 1000 37.6 25.1 0.67 2.94 46.7 12.8 7.0 1800 79.1 4.56 63.6 110.6 5.09 8.9 1400 38.6 29.5 0.76 3.04 48.0 12.7 7.0 13.5 3.81 8.8 1500 80.1 4.76 63.9 119.6 4.93 10.4 1 2.34 5.4 1000 37.3 24.9 0.67 2.85 46.1 13.1 7.3 1800 81.2 4.36 66.3 111.8 5.46 9.7 1400 39.8 29.8 0.75 3.00 48.9 13.3 7.4 1000 35.1 23.9 0.68 3.45 45.8 10.2 8.9 6.5 1.08 2.5 0.81 1.9 1400 36.2 28.1 0.78 3.59 47.3 10.1 8.8 100 10.0 2.19 5.1 100 1.53 3.5 1000 34.9 24.2 0.69 3.36 45.3 10.4 9.3 1400 36.0 28.5 0.79 3.49 46.8 10.3 9.2 13.5 3.67 8.5 1 2.25 5.2 1000 36.2 24.6 0.68 3.24 46.2 11.2 9.8 1400 37.3 28.9 0.77 3.38 47.7 11.0 8.2 1000 32.7 23.1 0.71 3.80 44.5 8.6 10.6 6.5 1.04 2.4 0.78 1.8 7400 33.6 27.0 0.80 3.95 45.9 8.5 10.5 1000 32.2 23.3 0.72 3.78 43.9 8.5 11.1 110 10.0 2.11 4.9 Operation not recommended 110 8.0 1.47 3.4 7400 33.3 27.5 0.82 3.93 45.5 8.5 11.1 13.5 3.53 8.2 10.5 2.17 5.0 1000 33.8 23.8 0.70 3.66 45.1 9.2 11.6 1400 34.7 27.9 0.80 3.82 46.5 9.1 10.5 6.5 1.00 2.3 5.5 0.75 1.7 1000 30.9 24.4 0.79 4.57 45.0 6.8 12.8 1400 31.5 26.6 0.84 4.68 46.0 6.7 13.1 120 10.0 2.02 4.7 120 &0 1.42 3.3 1000 31.3 24.6 0.79 4.32 44.7 7.2 13.2 1400 31.8 26.7 0.84 4.43 45.6 7.2 13.6 1000 37.5 24.6 0.78 4.18 44.5 7.5 13.8 13.5 3.39 7.8 10.5 2.08 4.8 1400 32.2 26.7 0.83 4.30 45.6 7.5 14.0 Performance capacities shown in thousands of Btuh. 6/13/24 WaterFurnace works continually to Improve Its products.As a result,the design and specifications of each product at the time of order may be changed without notice.Please contact WaterFurroce at 1-888-929-2837 for latest design and specification.purchaser's approval of this data set signifies that the equipment Is acceptable under the provisions of the lob specification.Statements and other Information contained herein are not express warranties and do not form the basis of any bargain between the parties,but are merely WaterFumace's opinion or commendation of its products.The latest version of this document is available at www.waterfurnace.com. 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Mo!j 1M3 MO!3 1M3 d.19/081V3-ONI1003 OdM d.OL 1V3-9NI1V3H OdM Peol Ilnd%OOL-090 -lu • eouewjojjOd 41 -°"°"' oagj UJOW'avw :6e1 4lun :aweN 4aafoJd :aaaul6u3 ZH09 u01 9-£ Ll b'OOL saiias L O'd :Lo;aej;uo� Contractor: P.O.: 7 Series 700A11 3-6 Ton 6OHz Engineer: - fff Project Name: Unit Tag: Smarter from the cr—dUp` RevisionGuide Pages: Description: Date: By: Guide Creation Aug. 6, 2024 SW/MA WaterFurnace works continually to improve its products.As a result,the design and specifications of each product at the time of order may be changed without notice.Please contact WaterFurnace at 1-aaa-929-2837 for latest design and specifications.Purchaser's approval of this data set signifies that the equipment is acceptable under the provisions of the lob specification.Statements and other Information contained herein are not express warrenties and do not fort-,the basis of any bargain between the parties,but are merely Waterif-r ace's opinion or commendation of its products.The latest version of this document is available at www.waterfurnace.com. SDW7-0018W 08/24 23 Page of RECEIVED APR 14 2025 April 10, 2025 Approved 4-0 VILLAGE CLERK'S OMCE RESOLUTION SETTING A PUBLIC HEARING REGARDING SITE PLAN APPROVAL FOR 35 MEADOWLARK ROAD VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS, the Applicants, Scott and Stacy Schwartz, submitted an application for approval of an Amended Site Plan proposing the addition of a second floor, a side addition for a two-car garage, a new front porch and rear deck, and relocated driveway on the existing dwelling on the property located at 35 Meadowlark Road, SBL 129.84-1-5 on the Town of Rye Tax Map, in the R-20 Zoning District; and NOW, THEREFORE, BE IT RESOLVED, the Planning Board of the Village of Rye Brook will hold a public hearing on May 8, 2025 at 6:30 p.m. in Village Hall, 938 King Street, Rye Brook, New York to consider the above-referenced application; and BE IT FURTHER RESOLVED, that the Applicant is hereby directed to comply with Section 250-40 of the Village Code regarding notification of the public hearing. On motion by Mr. Grzan, seconded by Mrs. Schoen, Mr. Nowak, Superintendent of Public Works, called the roll: MR. GRZAN Voting YES MR. MENDELSOHN Voting YES MRS. SCHOEN Voting YES CHAIRMAN GOODMAN Voting YES POTICE OF PUBLIC HEARING Public Notice is hereby given for a Site Plan Application submitted to the Village of Rye Brook Planning Board. The matter is scheduled for a Public Hearing before the Planning Board on October 10, 2024 at 6:30 PM, at Rye Brook Village Hall, 938 King Street, Rye Brook, New York 10573 Owner: Scott Schwartz & Stacy Schwartz Applicant: John G. Scarlato Jr, RA Premises: 35 Meadowlark Road Rye Brook, NY 10573 (Parcel ID# 129.84-1-5) Application: Review of a Site Plan for the proposed two story addition,one story garage addition, new front porch, new rear deck, and interior alterations. Plans and other materials associated with the proposed application may be reviewed and downloaded via the Public Meetings & Video link from the Rye Brook website homepage and are available for review at the Building Department. RECEIVED SEP 2 3 2024 September 12, 2024 VILLAGE CLERK'S OFFICE RESOLUTION SETTING A PUBLIC HEARING REGARDING SITE PLAN APPROVAL FOR 35 MEADOWLARK ROAD VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS, the Applicants, Scott and Stacy Schwartz, submitted an application for approval of a Site Plan proposing the addition of a second floor, a side addition for a two-car garage, a new front porch and rear deck on the existing dwelling on the property located at 35 Meadowlark Road, SBL 129.84-1-5 on the Town of Rye Tax Map, in the R-20 Zoning District; and NOW, THEREFORE, BE IT RESOLVED, the Planning Board of the Village of Rye Brook will hold a public hearing on October 10 at 6:30 p.m. in Village Hall, 938 King Street, Rye Brook, New York or in a virtual format as may be determined depending on public health concerns to consider the above-referenced application; and BE IT FURTHER RESOLVED, that the Applicant is hereby directed to comply with Section 250-40 of the Village Code regarding notification of the public hearing. On motion by Mrs. Schoen, seconded by Mr. Grzan, Mr. Nowak, Superintendent of Public Works, called the roll: MR. GRZAN Voting Yes MR. KROM Voting Yes MR. MENDELSOHN Voting Excused MR. RETTNER Voting Excused MR. RICHMAN Voting Yes MRS. SCHOEN Voting Yes CHAIRMAN GOODMAN Voting Yes RECEIVE? SEP 16 2024 VILLAGE CLERK'S OFFICE September 12, 2024 Approved 5-0 RESOLUTION REFERRING A SITE PLAN APPLICATION TO THE RYE BROOK ZONING BOARD OF APPEALS FOR CONSIDERATION OF VARIANCES AT PROPERTY LOCATED AT 35 MEADOWLARK ROAD VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS,John G. Scarlato,Jr., Architect, submitted an Application on behalf of Scott and Stacy Schwartz (the "Applicant") for Site Plan approval for the proposed construction of a new second floor addition, a side addition of a new two-car garage, a new front porch, new rear deck, and interior renovations at an existing single-family residence on the property located at 35 Meadowlark Road, known as Section: 129.84, Block: 1, Lot: 5, on the Town of Rye Tax Map,in the R-20 Zoning District; and WHEREAS, pursuant to the Building Inspector's Notice of Disapproval, dated August 7, 2024, and revised September 9, 2024, the following variances are required for the proposed plans: 1. Where the minimum required front yard setback in the R-20 Zone is 40 feet pursuant to Village Code § 250-19.H(1), and the Applicant's proposed garage addition and new front porch will result in a front yard setback of 30.3 feet, thereby requiring a variance of 9.7 feet; 2. Where the minimum required side yard setback in the R-20 Zone is 15 feet pursuant to Village Code § 250-19.H(2)(A), the existing dwelling has a pre-existing nonconforming side yard setback of 14.8 feet,and the Applicant's proposed second story addition will expand the pre-existing non-conforming structure, thereby requiring a side yard setback variance of 0.2 feet; and 3. Where the Applicant's proposed expansion of the pre-existing non-conforming structure, thereby resulting in an increase of the dimensional nonconformity requires a variance, pursuant to Village Code § 250-6.F(7). WHEREAS,the Applicant wishes to apply to the Rye Brook Zoning Board of Appeals for the above variances rather than modify the project to conform to the above-referenced sections of the Village Code; and WHEREAS, the Planning Board reviewed and considered the Application at its September 12, 2024, meeting; and WHERES, the Proposed Action is a Type II Action pursuant to the New York State Environmental Quality Review Act (SEQRA) requiring no further review pursuant to the requirements of SEQRA. NOW THEREFORE BE IT RESOLVED, that for the reasons stated herein, the Village of Rye Brook Planning Board hereby refers the application listed herein to the Zoning Board of Appeals pursuant to Village Code § 179-12 for a determination on the above- referenced variances, along with any additional variances deemed necessary by the Building Inspector. BE IT FURTHER RESOLVED, that pursuant to Village Code § 179-12 the Planning Board hereby provides the Zoning Board of Appeals with the following planning considerations related to the requested variances: (1) The Property is burdened by a 75 ft. Easement entered into and executed on July 13, 1961, and recorded in Book 6157 at Page 292 in the land records of the Westchester County Clerk's Office,whereby Tennessee Gas Pipeline Company LLC operates a certain pipeline and pipeline related facilities. Construction activities within the Easement are limited which is contributing to the Applicant's proposed encroachment into the front yard setback. On motion by Ms. Schoen, seconded by Mr. Richman, Michal•Nowak, Superintendent of Public Works/Village Engineer, called the roll: MR. GRZAN Voting Aye MR. KROM Voting Aye MR. MENDELSOHN Voting Excused MR. RETTNER Voting Excused MR. RICHMAN Voting AAye. MS. SCHOEN Voting Aye CHAIRMAN GOODMAN Voting Aye D iECE �yi z11 &H =1 APR — 8 2025 411 Theodore Fremd Avenue _ ___J Suite 206 South AGE OF RYE VILL BROOK Rye,NY 10580 BUILDING D'=PARTMENT T:914.967.6540 www.hardestyhanover.com MEMORANDUM To: Robert I. Goodman, Chairman, and the Planning Board of the Village of Rye Brook Date: April 8, 2025 Subject: 35 Meadowlark Road —Application for Approval of an Amended Site Plan Application As requested, we have reviewed application, correspondence and plans submitted by the Applicant for approval of an amended site plan involving the relocation of the previously approved driveway on the property located at 35 Meadowlark Road, SBL 129.84-1-5 on the Town of Rye Tax Map, in the R-20 Zoning District. Review We have reviewed application materials and plans that include the following items: 1. Application for Amened Site Plan Approval; 2. Building Permit Checklist& Zoning Analysis; 3. The following set of plans generally entitled, "Schwartz Residence" prepared by John G. Scarlato Jr. Architect last revised 1/30/25: a. Sheet Al, "Exterior Elevations, Plot Plan, Zoning Chart, General Notes;" b. Sheet A2, "Exterior Elevations Sections;" c. Sheet A3, "Exterior Elevations Sections;" d. Sheet A4, "Details and Notes;" e. Sheet A5, "Basement/Foundation Construction Plan;" f. Sheet A6, "First Floor Construction Plan;" g. Sheet A7, "Second Floor Construction Plan;" h. Sheet A8, "Roof Plan;" i. Sheet A9, "Demolition Plans;" J. Sheet Al0, "Reflected Ceiling/Electric Plans;" k. Sheet Al 1, "Reflected Ceiling/Electric Plans;" I. Sheet Alt, "New Deck;" m. Sheet L-1, "Landscape Plan;" n. Sheet SP-1, "Site Plan & Site Details;" o. Sheet SP-2, "Site Plan & Site Details;" H& p. Sheet SP-3, "Gas Line Easement Notes;" q. Sheet SP-3, "Gas Line Easement Notes." Please note that our review is limited to planning and environmental issues.We offer the following comments regarding the application: 1. SEQRA. The Proposed Action is a Type II action with regard to SEQR. 2. Landscaping Plan. a. Based on the site plan and tree replacement chart, a total of 7 trees will be removed from the site that require 19 replacement plantings. Given the limitations of the site due to the location of the gas pipeline easement, the Applicant has proposed to plant 5 new trees. Section 235- 18.A(2) of the Village Tree Law allows a restoration fee to be paid into the Village's Street Tree Fund when restoration is determined to be impractical due to lack of proper planting space. b. The proposed Buxus should be replaced with native, evergreen trees. This revision will also satisfy some of the replacement trees required for the site. The evergreens should be 5-6 feet in height at planting to provide screening of the proposed turnaround. Additionally, the hydrangeas may not provide adequate screening. We recommend a native species be used that has a maturity height of 5-8 feet. We look forward to our discussion with the Board. Sarah L. Brown, AICP Associate, Principal Planner cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Robert Zitt, Esq., Planning Board Attorney H&H 411 Theodore Fremd Avenue Suite 206 South Rye,NY 10580 T:914.967.6540 www.hardestyhanover.com MEMORANDUM R IE C IE ��n To: Robert I. Goodman, Chairman, and the MAY - 2 2025 Planning Board of the Village of Rye Brook VILLAGE OF RYE BROOK Date: May 1, 2025 BUILDING DEPARTMENT Subject: 35 Meadowlark Road—Application for Approval of an Amended Site Plan As requested, we have reviewed application, correspondence and plans submitted by the Applicant for approval of an amended site plan involving the relocation of the previously approved driveway on the property located at 35 Meadowlark Road, SBL 129.84-1-5 on the Town of Rye Tax Map, in the R-20 Zoning District. Review We have reviewed application materials and plans that include the following items- 1. Application for Amened Site Plan Approval; 2. Building Permit Checklist &Zoning Analysis; 3. The following set of plans generally entitled, "Schwartz Residence" prepared by John G. Scarlato Jr. Architect last revised 1/30/25: a. Sheet Al, "Exterior Elevations, Plot Plan, Zoning Chart, General Notes;" b. Sheet A2, "Exterior Elevations Sections;" c. Sheet A3, "Exterior Elevations Sections;" d. Sheet A4, "Details and Notes;" e. Sheet A5, "BasemenUFoundation Construction Plan;" f. Sheet A6, "First Floor Construction Plan;" g. Sheet A7, "Second Floor Construction Plan;" h. Sheet A8, "Roof Plan;" i. Sheet A9, "Demolition Plans;" j. Sheet Al0, "Reflected Ceiling/Electric Plans;" k. Sheet Al1, "Reflected Ceiling/Electric Plans;" I. Sheet Alt, "New Deck;" m. Sheet L-1, "Landscape Plan," last revised 4/29/25; n. Sheet SP-1, "Site Plan & Site Details;" o. Sheet SP-2, "Site Plan & Site Details;" H&H p. Sheet SP-3, "Gas Line Easement Notes;" q. Sheet SP-3, "Gas Line Easement Notes." Please note that our review is limited to planning and environmental issues. We offer the following comments regarding the application- 1. SEQRA. The Proposed Action is a Type II action with regard to SEAR. 2. Landscaping Plan. The Landscaping plan has been revised to remove the boxwood plantings as requested. The Applicant may want to consider switching a few of the arborvitae plantings around the parking turnaround with some oakleaf hydrangeas. All of our previous comments have been addressed. We look forward to our discussion with the Board. Sarah L. Brown, AICP Associate, Principal Planner cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works[Village Engineer Robert Zitt, Esq., Planning Board Attorney 555 Theodore Fremd Ave,Suite C-301 H&H Rye,NY 10580 T:914.967.6540 www.hardestyhanover.com IE E,� V _E MEMORANDUM V - FAUG3 0 2024 ' DD To: Robert I. Goodman, Chairman, and the t-------- VILLAGE OF RYE BROOK Planning Board of the Village of Rye Brook BUILDING DEPARTMENT Date: August 30, 2024 Subject. 35 Meadowlark Road —Application for Approval of a Site Plan Application As requested, we have reviewed application, correspondence and plans submitted by the Applicant for approval of a site plan involving the addition of a second floor, a side addition for a two-car garage, a new front porch and rear deck on the existing dwelling on the property located at 35 Meadowlark Road, SBL 129.84-1-5 on the Town of Rye Tax Map, in the R-20 Zoning District. Review We have reviewed application materials and plans that include the following items: 1. Short Environmental Assessment Form and EAF Mapper Summary Report; 2. Application for Site Plan Approval; 3. Building Permit Checklist &Zoning Analysis; 4. The following set of plans generally entitled, "Schwartz Residence" prepared by John G. Scarlato Jr. Architect dated 7/25/24: a. Sheet Al, "Exterior Elevations, Plot Plan, Zoning Chart, General Notes;" b. Sheet A2, "Exterior Elevations Sections;" c. Sheet A3, "Exterior Elevations Sections;" d. Sheet A4, "Details and Notes;" e. Sheet A5, "Basement/Foundation Construction Plan;" f. Sheet A6, "First Floor Construction Plan;" g. Sheet A7, "Second Floor Construction Plan;" h. Sheet A8, "Roof Plan," i. Sheet A9, "Demolition Plans;" j. Sheet Al0, "Reflected Ceiling/Electric Plans;" k. Sheet Al1, "Reflected Ceiling/Electric Plans;" I. Sheet Al2, "New Deck." Please note that our review is limited to planning and environmental issues. We offer the following comments regarding the application: 1. SEQRA. a. The Proposed Action is a Type II action with regard to SEAR. b. The EAF notes that the site or adjoining property has been the subject of remediation for hazardous waste.The Applicant should provide the Planning Board with additional information on the type and status of the remediation. 2. Zoning Compliance. As noted in the Zoning Analysis prepared by the Building Inspector, the proposal requires a 9.7-foot front yard setback variance from the Zoning Board of Appeals. If the required variances are received from the Zoning Board of Appeals, we will continue our review of the site plan. Future submissions should include all existing trees to remain and trees to be removed, as well as all proposed site features including landscaping, retaining walls, screening, etc. We look forward to our discussion with the Board. Sarah L. Brown, AICP Associate, Principal Planner cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Robert Zitt, Esq., Planning Board Attorney 555 Theodore Fremd Ave,Suite C-301 H&H Rye,NY 10580 T:914.967.6540 www.hardestyhanover.com MEMORANDUM To: Robert I. Goodman, Chairman, and the j OCT - 3 2024 Planning Board of the Village of Rye Brook VILLAGE OF RYE BROOK Date: October 3, 2024 BUILDING DEPARTMENT Subject: 35 Meadowlark Road—Application for Approval of a Site Plan Application As requested, we have reviewed application, correspondence and plans submitted by the Applicant for approval of a site plan involving the addition of a second floor, a side addition for a two-car garage, a new front porch and rear deck on the existing dwelling on the property located at 35 Meadowlark Road, SBL 129.84-1-5 on the Town of Rye Tax Map, in the R-20 Zoning District. Review We have reviewed application materials and plans that include the following items: 1. Short Environmental Assessment Form and EAF Mapper Summary Report; 2. Application for Site Plan Approval; 3. Building Permit Checklist&Zoning Analysis; 4. The following set of plans generally entitled, "Schwartz Residence" prepared by John G. Scarlato Jr. Architect dated 7/25/24: a. Sheet Al, "Exterior Elevations, Plot Plan, Zoning Chart, General Notes;" b. Sheet A2, "Exterior Elevations Sections;" c. Sheet A3, "Exterior Elevations Sections;" d. Sheet A4, "Details and Notes;" e. Sheet A5, "Basement/Foundation Construction Plan;" f. Sheet A6, "First Floor Construction Plan;" g. Sheet A7, "Second Floor Construction Plan;" h. Sheet A8, "Roof Plan;" i. Sheet A9, "Demolition Plans," j. Sheet Al0, "Reflected Ceiling/Electric Plans;" k. Sheet Al 1, "Reflected Ceiling/Electric Plans;" I. Sheet Al2, "New Deck." Please note that our review is limited to planning and environmental issues. We offer the following comments regarding the application: 1. SEQRA. a. The Proposed Action is a Type II action with regard to SEAR. b. The EAF notes that the site or adjoining property has been the subject of remediation for hazardous waste.The Applicant should provide the Planning Board with additional information on the type and status of the remediation. 2. Zoning Compliance. It is our understanding that the required variances were granted by the Zoning Board of Appeals on October 1, 2024. 3. Site Plan. a. As required by Chapter 235, if any tree to be removed has a DBH of 10 inches or greater, replacement tree plantings will be required. Based on the site plan,one 20-inch diameter tree, one 32-inch diameter tree and one 25-inch diameter tree are proposed to be removed for the installation of the new driveway. The removal of the trees would require 5 replacement trees to be planted. Given the limitations of the site due to the location of the gas pipeline easement, it may not be feasible to plant 5 new trees. The Applicant should identify potential planting areas on the site plan. If it is determined that there is not adequate planning space available, Section 235-18.A(2) of the Village Tree Law allows a restoration fee to be paid into the Village's Street Tree Fund when restoration is determined to be impractical due to lack of proper planting space. b. We defer to the Village Attorney regarding the encroachment of the play area on to the neighboring property. We look forward to our discussion with the Board. Sarah L. Brown, AICP Associate, Principal Planner cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Robert Zitt, Esq., Planning Board Attorney BUIL MENT (r �// L� LE VIL E OF RYA OOK ------� 938 KING ET RvE BR ,NY 10573 AUG - 9 2024 -.0 .2 ov VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: BOT Approval Date: PB Approval Date: 1 U)1 n f aG0 1-1 BOT Disapproval Date: PB Disapproval Date: Attach Resolution Hereto: BOT[ ] PB[ ] ZBA[ ] Chairman: I X Yt at--) SITE PLAN FEE: & 3 DATE PAID: 9 Oct y ENVIRONMENTAL FEE: �� ���^ DATE PAID: OTHER: APPLICATION FOR SITE PLAN APPROVAL Submission of this application does not assure placement on any Planning Board Agenda.The Applicant will be notified of such placement. This application references but is not limited to the following sections of the Code of the Village of Rye Brook;§250 ZONING,§209 SITE PLAN REVIEW,§235 TREES,§107 DEMOLITION OF BUILDINGS,§224 SWIMMING POOLS,§121 EXCAVATION&TOPSOIL REMOVAL, §118 EROSION&SEDIMENT CONTROL,§213 STEEP SLOPES PROTECTION,§219 SUBDIVISION OF LAND, §250-40 NOTIFICATION REQUIREMENTS. Applicants and their Design Professionals are strongly advised to review the above mentioned code sections online at,www.ryebrookU.gov prior to completing and/or submitting this application. APPLICATION FEE SCHEDULE: Residential Dwellings- $325.00,plus$200.00 per additional dwelling unit. Non-Residential Buildings- $475.00,plus $30.00 per parking space. Planned Unit Development-$600.00,per acre PUD Amendment- $600.00 Site Plan Amendment- $575.00 Wetlands&Watercourse- $1,150.00,permit$250.00 Consultant Review(Escrow)Fee: Minimum fee$250.00-maximum fee$2,500.00 to be determined by the Village Engineer. Application fees are non-refundable. The applicant's Escrow Account must have a positive balance at all times prior to any Consultant,Attorney, or Village review. Escrow Fees and Site Plan Fees must be paid on separate checks made pavable to the Village of Rve Brook. 1. Site Address: 35 f-A-P0 Lj-f� '' II Parcel ID#: 1Z1.$A-1 "y Zone: R—ZO 2. Property Owner: SGaTT S7 (-IS c tt WA vrz. Address: 'J5 N�f.&Pd 0 120 E-Mail: 5 C-estr S C In A)Ck Y' Tel.#: -7 3) Z 3~ Z.2.3 O Other: G M a i C_.L o r►-+ 3. Applicant: /&ne.44 ttf" Address: E-Mail: Tel.#: Other: 4. Design Professional: :3)?!! h tX-'H-I j'IE� Address: 33 J 1Ar y% N'IW pro k4Z+1 44LH4E-Mail: T(iSCo� a (L. Ld►^� Tel.#: LI N Z73'732 10S-W4 Other: 5. Designate to whom correspondence is to be sent: AO-,Ult k TI-L77 Note:If applicant is a"Contract Vendee",please attach a copy of the contract summary with financial and confidential terms deleted. 1 611/2024 6. Street which property abuts: 7. Does property connect directly into State or County highway? '06 NO ( }YES: 8. Is site within 500 feet of Village Boundary?X NO ( )YES if yes note all bordering municipalities: 9. Total area of site: 2. 1 ,q 00 Area of site activity: 10. Site coverage: 1`f'S" %; Building coverage: "1 `'9__ Z7aG S a. for- % 11. Existing building size: 1 -7 9 2 New/additional building size: q 3 �U 12. Existing parking spaces: Z New parking spaces: Z 13. Nature of proposed activity:—bkw nn R-Ocr— y►'`l� 7t,1eQ Wi 'its S 1 M,4f ip-1 to►n oC- Ae&t ► 11U- Car- 6 f�'t146 it 1"yQ. r66rc," 1-het, {T�e-tc• (�2v,o��- o•. 6f- ***�*��:r.=r*x:�:t:x�:�*�**:��::��:***�:�::r�*=r�r<rr:r�:r•r:r=t:*�:w:�a:�:a:*+:��::t:*a:*�::t::a<�*:�**t*���rry:*:t::k*:k:�:t::�*:t:��:�::t::�::� Please note that this application must include the notarized signature(s) of the legal owner(s) of the above-mentioned property, in the space provided below.Any application not bearing the legal property owner's notarized signature(s)shall be deemed null and void, and will be returned to the applicant. STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: ;�AG SC .Lrb'1a ,)1[- XLCO , 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 for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attontcy,etc.) That all statements contained herein are true to the best of his/lter knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications, as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this � _ Sworn to before me this J day of U 14 20 day of 2 No ry P lie otary Public Sig re of Property ner St nature of Applicant c N, G S c,4--,/g— Print Name of Pr erty Owner Print Name of Applicant GREGORY M.RNERA SHARI MELILLO No"Public,State of New York Notary public,State of New York No.01 Rt6 No.01ME6160063 44 13�d No. in Westchester count Qualified pWes�Westchester County 2(1 `'ommission Expires January 29,20�� Cortrmfaslon Expires Se2( 2 611/Y024 yE DR D E C rJ H E VILL OF RY OOK 3D 938 King S t,.Rye.Broo .Y. 10573 AUG - 9 2024 9 9 107 w ov VILLAGE OF RYE BROOK BUILDING DEPARTMENT SITE PLAN SUBMITTAL REVIEW CHECKLIST This form shall serve as a checklist for site plan submittal and review by the Village of Rye Brook. The use of this plan review checklist by the applicant is to ensure compliance with the technical provisions of§209 of the Code of the Village of Rye Brook entitled, Site Plan Review, pertaining to preliminary and final plan preparation. The Village Code is available on the Village Website at: www.aebrookny.gov. Prior to the appearance before ANY meeting or hearing of the Planning Board,the applicant must comply with all Notification Requirements of Code Section 250-40. SITE PLAN SUBMITTAL SHALL INCLUDE: 1. APPLICATIONS. Completed and signed including correspondences. 2. CHECKLIST. Completed and signed. 3. PLANS. Signed, Sealed & Dated. Two paper (2) copies and one (1) electronic version. One (1) record set with original signatures,dates and seals shall be provided. 4. FEES: All application fees and Environmental fee. A separate check for filing fee and Environmental fee. 5. Environmental Assessment Form. Form available on the NYS DEC website and mapper. 6. Electronic Copy. Complete copy of all plans and shall be submitted electronically at time of submission. 7. Notarized Affidavit of Sign Posting& Mail Notification. I, (Applicant's signature)have read the Notification Requirements of Code Section 250-40 and will provide notification as required. IDENTIFICATION OF APPLICANT(S): Identification of Applicant: '--To 414 C, Sc P`V2-L, -T-0 JV- A4 -C-A4 iT IL- Applicant: Address: 33 f5-i"-H I+I .L dE*, 0 4 Tel.#: �q 1�l) 7,7 3-73S-0 Fax: E-Mail: ZY'6 S C,,A,(t U40 '' 6t^ A10.. c g�. Project Name: SLID wAalr Z. RB I pe h Project Address: 3S (Z1tan Current Property Owner: Se _o-m 6 S r�'I S C.4 L4&1tT7- Address: 35 M G.�►bID 1�.1 LAB ru k0 >Z4rL J5 P-cvlc-. H4 (OT 73 Tel. #: --?Z3' ZZ3 ei Fax: E-Mail: S Ga'rT Se, hwerTZ ((e (rn4K. IDENTIFICATION OF PROPERTY: p�` Identifying Title: S�Way kI D I✓PUrc Tax Designation: Section: 17A..84 Block: Lot: s Zoning District: R-z O Street which property abuts: H t4-NU LAtVC, V.-O Plan Submission Date: Ell VLO-LA Site Plan Checklist Page 1 of 7 6/1/2024 Project Address Y N NA PLAN REOUIREMENTS 0 O O 2 copies of plans prepared and signed by a registered Land Surveyor,Engineer or Architect. O O O One(1)electronic copy of all submitted plans and surveys. O 0 O Topographic Survey stamped by New York State Land Surveyor with license number and seal. O 0 O Topographic survey scale of one(1)inch per twenty(20)feet or larger. O O O Section, block and lot numbers of the property taken from the latest tax records along with a copy of the most recent property card on file with the Town of Rye Tax Assessor's office. O O O Name of the proposed subdivision plan. O O O Name and address of the owner of record. A O O Name and address of the applicant. O O O Deed reference(s). 0 O O Names, addresses and signature of every Engineer, Architect, Land Surveyor or Soil Scientist whose professional seal appears on any site plan submitted to the Board. O O O North arrow and scale. • O O Location map at the minimum scale of I"equals 1,000 feet. • O O Area of all lots, in square feet. O O O Engineering notes on plans as stated in application packages. O O O Copies of all existing and proposed deed restrictions or covenants applying to the property, including, but not limited to, covenants and agreements restricting the use and establishing future ownership and maintenance responsibilities for all private roads,recreation,and open space areas. O O O Any prior land use approvals with respect to the subject property. 000 Date the plans were first drafted. Any revision(s)made to any of the sheets first submitted are to be so noted in the revision block. The revision block is to be placed on the originals of the revised sheets. Additional paper copies are to be made& submitted for the Planning Board&Building Dept.to replace those sheets previously submitted. ® O O Other existing site improvements,including,but not limited to,fences, landscape or retaining walls,landscaping & screening. 000 Location of all buildings and structures on the premises and approximate location of all neighboring buildings or structures within 100 feet of the lot line. 9600 Fees paid to The Village of Rye Brook Building Department. O O O Any revisions to plans shall be identified with a revision cloud and numbered revision triangle Y N NA ABUTTING PROPER TYINFORMA TION O O O The names and addresses of all abutting property owners within 250 ft as indicated in the Municipal records. O O 0 Zoning and use of abutting properties noted on plans. O O 0 Shape,size,height and location of existing buildings and driveways within one hundred(100)feet of the site. O O O Location and description of existing easements within one hundred(100)feet of the site. O O O Location of existing private or public trails within one hundred(100)feet of the site. O O O Location of existing roads,scenic roads and/or driveways within two hundred(200)feet of the site. O O O Location of proposed parkland.If none state nearest recreation facility O O O Location of existing septic system leach fields within two hundred(200)feet of the site. O O O Locations,dimensions,grades and flow direction of existing sewers,culverts,waterlines as well as other underground utilities within and adjacent to the property. O O O The location of all existing watercourses,intermittent streams,wetland areas and springs,consistent with the definitions set forth in Chapter 245,Wetlands and Watercourses,of the Code of the Village of Rye Brook. Site Plan Checklist Page 2 of 7 6/l/2024 Project Address 55'(n1&4 L16vJc%Yk- Y N NA PROPOSED SITE PLAN INFORMATION 0 O O Sufficient, acceptable information to readily determine the location, bearing, and length of every street line, lot line, and property boundary line. 0 O O Location of all building setback lines. O O O Topographic data at a minimum contour interval of 2'-0"increments,showing existing and proposed contours on the property and extending a minimum of 25 feet into all adjacent properties. O O O The location and characteristics of the different areas of vegetation, including the identification of all individual trees 12 or more inches in diameter at breast height("DBH"),protected trees of any size,as well as stands of trees and wooded areas, within areas of proposed disturbance, consistent with the provisions of Chapter 235, Trees, of the Code of the Village of Rye Brook. O O O Location and proposed development of all buffer areas,including existing vegetative cover. O O O Location and description of any zoning district and municipal boundaries including a zoning compliance chart for the existing and proposed lots. 0 O O Shape,size,height and location of all existing and proposed buildings. 0 O O Location and description of any existing and proposed easements. O O 0 Location and dimensions of all existing and proposed streets,driveways,sidewalks,parking spaces,bicycle parking, loading areas and other facilities associated with the proposed use. O O 0 Identification of the location and amount of building area proposed for retail sales or similar commercial activity. O 6 O Location of existing and proposed utilities(water,sewer,gas,electrical,telephone,oil tank etc.). O O 0 Design and location of all existing and proposed wells,septic tanks and leach field systems,or methods of waste water disposal. O O O Location,type and size of all existing and proposed landscaping and screening including fences and walls. O O 0 Location,size and proposed screening of outdoor storage areas,if any. 0 O O Location, design and construction material of all existing or proposed site improvements, including drains, culverts, retaining walls,landscape walls and fences. O O O Exterior lighting plan and proposed signs to be located on site,including sign orientation,size,height,and elevation view. O O 0 Storm drainage plan and plans for snow removal and storage. O O O Pedestrian and automobile circulation plan. O O 0 Construction drawings for pavements,walks,steps,curbing,drainage&other structures associated with the proposed use. O O O Erosion and sedimentation control plan,including installation details of proposed control measures,directive construction notations and a schedule for the installation and maintenance of proposed control measure. • O O Description of measures planned to assure proper erosion and sedimentation control in accordance with the requirements of Chapter 118 entitled"Erosion and Sediment Control,"of the Code of the Village of Rye Brook. 0 O O Drawing and computation for storm water detention design for a 25-year storm in accordance with the Westchester County Best Management Practices O O A Rock outcroppings and areas of steep slope consistent with the definitions set forth in Chapter 213, Steep Slope Protection, of the Code of the Village of Rye Brook. O O ® Location of any common lands and/or public lands. O O & Phasing or an estimated project construction schedule. O O 0 Supporting documents,including deeds,maintenance,condominium agreements,etc. O O O Location of proposed construction or area of disturbance and its relationship to any property line, easement, building, structure, road, wall, fence, sewage disposal system, well, wetland feature or tree exceeding six inches in diameter measured at a height of four feet from the ground Site Plan Checklist Page 3 of 7 6/1/2024 Project Address 35-pvapo6 coL O O 0 Estimate of earthwork showing the quantity of any material to be imported to and/or removed from the site including a chart with the number/species and size of any trees to be removed. O O 0 Location and size of areas of soils by soil types in the area of proposed disturbance and to a distance of 100 feet surrounding the area of disturbance. O O 0 Cross sections of steep slope areas. 0 O O Retaining walls or like constructions,with details of construction. O O 0 Approximate boundaries of any areas subject to flooding or stormwater overflows, including areas of special flood hazard and coastal high-hazard areas, consistent with the definitions set forth in Chapter 130, Flood Damage Prevention, of the Code of the Village of Rye Brook.Approximate Wetlands and wetland buffer boundaries shall be clearly delineated. O O 0 Location of fire and other emergency zones,including the location of fire hydrants. O O 0 Studies to include,but not necessarily limited to: environmental impact analysis,wildlife,traffic,stormwater management,recreation,public service,fiscal impact,visual impact and historic significance documentation,or a written request to waive the submission requirements for these studies. O 00 Amount of any bonds required. O O A Amount of excavated material to be removed from site,if any. Y N NA OTHER(as applicable) O O • Record of application for and approval status of all necessary permits from state and county officials and local utility companies. O 06 Identification of any federal,state or county permits required for the project's execution,including project referrals, if any,&environmental review procedures mandated by Article 8,Environmental Quality Review,of the Environmental Conservation Law(SEQRA). O O 0 Any other information felt necessary by the Planning Board to allow the Board to proceed with consideration&to make an informed decision. DEVELOPMENT REVIEW CHECKLIST WESTCHESTER COUNTY PLANNING BOARD Notice to Applicants/Developers: At some point during the development review process your project may be referred to the Westchester County Plannlnng Board for review and comment in accordance with state and county laws that require local planning boards, zoning boards of appeals and governing bodies to refer certain development applications to the County Planning Board. Referral to the County Planning Board may not occur until your project has progressed well along through the design process. Since the Planning Board's comments may impact project design, this checklist is provided to encourage early consideration of these areas of concern by applicants to avoid project changes later. For information on the County Planning Board review process and to access an electronic copy of this checklist, go online to www.westchestergov.com/planningreferrals or contact Lukas Herbert at lah5@westchestergov.com. I. COUNTY PLANNING BOARD POLICIES: Written policies underlie all recommendations of the County Planning Board. Westchester 2025-Context for County and Municipal Planning and Policies to Guide County Planning,adopted by the County Planning Board on 5/6/08,amended 1/5/10,can be found at www.westchestergov.com/2025. ❑ Westchester 2025: Policies should be reviewed to determine how they relate to the development proposal. II.IMPACTS TO COUNTY FACILITIES AND SERVICES: The County Planning Board coordinates the review of development projects with Westchester County departments to identify and address potential impacts on County services and infrastructure. In some situations,permits and approvals may be required that could change project design. ❑ Map of County Facilities: Review the State & County Roads and Parks map (which also includes county channel lines) to identify proximity to County facilities at: www.westchestergov.com/planningdocs/pdfmaps/countystateroadsparks.pdf. Other useful map links for information about environmental features, septic/sewer map, county sewer districts map, etc can be found at: www.westchestergov.com/maps Site Plan Checklist Page 4 of 7 6/1/2024 Project Address V-0 ❑ COUNTY ROAD: Applications for development on sites that abut a County road must be submitted for review by the County Department of Public Works. Information and forms can be found at: www.westchestergov.com/dpw/bldgperm.htm. Former County Roads do not need review by the Department of Public Works,but will still likely trigger a review by the County Planning Board. ❑ COUNTY CHANNEL LINES: Applications for development on sites within 100 feet of a designated County Channel Line require a stream control permit from the County Department of Public Works. Information and forms can be found at: www.westchestergov.com/dpw/bldgperm.htm ❑ COUNTY PARK: New construction & land alteration projects adjacent to County parks are expected to address screening & buffer of new uses from the park, as appropriate. Stormwater should not drain from a developed site onto a County park without acceptable quantity and quality controls.County parks are designated as Critical Environmental Areas. ❑ SEWAGE TREATMENT AT COUNTY TREATMENT PLANT: Local municipalities are required to reduce and eliminate inflow and infiltration(I&I)into the sanitary sewage systems tributary to County treatment plants.New development will be expected to reduce I&I in relation to generation of new flow at a ratio of three to one. This requirement must be discussed with local officials. ❑BEE-LINE BUS SERVICE: Bee-Line bus stops serving a development site should be identified on plans or noted if located off-site. If a bus stop is located along the site's frontage, the applicant should contact the County Department of Transportation to discuss impacts and the need for improvements. Safe and separate pedestrian access should be provided to link a bus stop and sidewalk with building entrances. Information on County bus service and design guidelines can be found at: westchestergov.com/transportation/imagesBus%20 S ervice%20Guidelines.pdf ❑FAIR AND AFFORDABLE HOUSING: Many municipalities require inclusion of fair & affordable units in new developments. Financial assistance to achieve fair & affordable housing development is available through Westchester County & other sources. Applications that include new residential units to be affirmatively marketed & sold or rented subject to fair & affordable housing provisions should be tied to Westchester County guidelines on affordability including income guidelines of eligible households that can be found at: http://homes.westchestergov.com/. If County funding is sought to develop fair & affordable housing,the County Board of Legislators must be included as an involved agency under SEQR. ❑RECYCLING: New buildings must contain a designated area of sufficient size for separation and storage of recyclables and trash. Building expansions should also include sufficient space for separation and storage of recyclables. For more information about County recycling requirements go to: www.westchestergov.com/environment_jecycling.htm ❑STORM SEWER SYSTEM: Any connections to a County storm sewer line will require a permit from the Department of Public Works in accordance with the County Illicit Discharge Detection and Elimination (IDDE) law. Information & forms can be found at:www.westchestergov.com/dpwlbldgperm.htm Non-stormwater discharges to the County storm sewer system are prohibited. III.DEVELOPMENT STANDARDS The County Planning Board's land use policies focus attention on several aspects of development that may have intermunicipal and quality of life impacts.The list below includes areas most frequently commented on by the County Planning Board. ❑WATER: All development plans should include sufficient provisions for stormwater management, water quality measures and mitigation of flooding. ❑Plans should identify the major drainage basin or watershed the site is located in (Croton River, Upper Hudson River, Lower Hudson, Upper Long Island Sound, Bronx River and Lower Long Island Sound). An interactive map with watershed boundaries can be found at www.westchestergov.com/planning/maps&lists/drainbasinsl lxl7.htm1 ❑Watershed plans have been developed for several of the County's watersheds - the Croton, Indian Brook-Croton Gorge, Bronx River & Long Island Sound watersheds - that include specific recommendations that apply to development projects. See recommendations in watershed plans at: planning.westchestergov.com/index.php?option=com_content&task=view&id= 1231& Itemid=2204 ❑Development that involves filling, creation of impervious surfaces or buildings and substantive loss of natural vegetation in a floodplain or flood prone area should be avoided. Site Plan Checklist Page 5 of 7 6/l/2024 Project Address 'W Vy"'e"OOW I&A, (W El Above ground, vegetated retention/detention basins or devices are preferred because they perform better, are easier to inspect and maintain and provide additional environmental benefits over subsurface structural devices. Any such treatments should not be constructed within wetlands or buffer areas around wetlands. ❑The development should treat and retain as much stormwater on-site as possible,particularly when the site is located in a drainage basin with known flooding problems. A Construction Stormwater Toolbox with tools and sources of technical information related to the construction activities and stormwater management best practices is available from the New York State Department of Environmental Conservation at: www.dec.ny.gov/chemical/8694.httnl ❑New development should include protection of aquatic resources. For more information about protection of aquatic resources & buffer areas,go to:planning.westchestergov.com/index.php?option=com_content&task=view&id=1491&Itemid=2458 El Impervious cover should be minimized. Permeable paving surfaces should be used where feasible. Vegetative rain gardens should be used,particularly in areas of overland or channelized stormwater flow, to improve stormwater quality and reduce runoff volume. For more information,go to: www.westchestergov.com/stonnwater ❑Buildings along coastlines and low lying area should consider the impacts of sea level rise. Specific consideration is required of potential impacts to surface and subsurface drinking water supplies. ❑ SITE LAYOUT. Aesthetic design,building orientation and community character should be considered in the site layout and building appearance. ❑In most locations,buildings should face the street and have pedestrian access from the street. ❑Commercial buildings should be located near the front street line with the majority of parking located in the rear of the building. Even gas stations and convenience stores should be upfront in a landscaped setting with parking,pumps and canopy toward the rear. ❑Buildings should be of pedestrian-scale when seen from the sidewalk. ❑Building facades should contribute to and enhance the character of the community. El Driveway and pathway connections should be provided to adjacent sites when possible and cross easements provided. ❑ STREETS. Street design should reduce unwarranted paving and promote connectivity. El New streets should connect with adjacent streets wherever feasible to prevent the proliferation of dead-end streets and promote neighborhood integration. ❑Connections could be vehicular or pedestrian/bicycle only,where appropriate. ❑Street widths should be minimized for streets with low traffic volume to reduce speeds and impervious surfaces.Lane widths of 12 feet are only appropriate for major roadways. []Driveway widths should be no more than 9 feet to reduce impervious surfaces. ❑Permeable paving surfaces should be used where feasible. ❑ GREEN TECHNOLOGY.New development should include as many green building elements as possible,such as:renewable building materials,energy efficient heating/cooling systems and fixtures,water saving devices,green roofs and permeable paving surfaces. Information can be obtained from the U.S.Green Building Council at: www.usgbc.org. ❑ LANDSCAPING AND LIGHTING.The site improvements should enhance community character. ❑ Landscaping should consist of native plant species appropriate for the location. Invasive plant species should be prohibited. Invasive plant information available at:www.westchestergov.com/planning/enviromnentaUReports/InvasivePlantsBroch08.pdf ❑ Pollutant tolerant plantings should effectively shield parking,loading areas and refuse collection sites. Site Plan Checklist Page 6 of 7 6/l/2024 Project Address 3 5- ❑ Site lighting should be provided at the lowest safe levels and lowest heights,avoiding all spillage off site. ❑ PEDESTRIANS. Safe,convenient and ADA accessible pedestrian access is provided. ❑ A sidewalk should be provided along the site frontage along each street. ❑ Direct pedestrian connections should be made from the front of the building to the sidewalk.Pedestrian crossings of drive-ways& parking lots should be minimized or avoided. If they must be provided,painted crosswalks should be provided through parking lots. ❑ ADA accessibility must be provided. ❑ BICYCLISTS. Provisions for bicyclists should be incorporated into project design. ❑ Bicycle parking should be provided in commercial and residential developments.Guidelines can be found at: www.apbp.org/resource/resmgr/pub lications/bicycle_parking_guidelines.pdf ❑ If near a trailway or bicycle route,extra consideration should be given to bicycle accessibility such as bike lanes on internal roadways,bicycle parking and other amenities. ❑ Drive-thru lanes at uses such as banks and fast-food restaurants should also be accessible for bicycles. Waiver: Upon finding by the Building Inspector, Village Engineer, Planning Board or Board of Trustees that, due to the particular character or limited nature of development or change in use or to special conditions peculiar to a site, the submission of a final site plan,or certain portions of information normally required as part of the site development plan, is inappropriate or unnecessary or that strict compliance with said submission requirements will cause extraordinary and unnecessary hardship, such official or Board may waive such submission requirements wherever, in the opinion of such official or Board, such waiver will be consistent with the goal of promoting the public health, safety and general welfare of the community. The findings for granting such waiver shall become a part of the public record. Any waiver request must be made in writing, and include sufficient detailed information for the appropriate authority to make an informed decision. Design Professional's Certification of Completion of Checklist I have fully reviewed the Village of Rye Brook's requirements and certify this application to be a complete submission. I understand that an incomplete plat or incomplete checklist shall be deemed an incomplete submission and shall be returned to the applicant upon determination of such by the appropriate authority. Name(Print) _:3bbh G SC cxr ate - ED Aig 6 GAR< T Signature Z O �It Date 7 f ZO L4 � J � I Site Plan Checklist Page 7 of 7 6/I/2024 Short Environmental A FtUILDING EC � ���-� Sho mental ssessmentE 3D Part I -Project Information AUG - 9 2Q24Instructions for Comuletin� LAGE OF RYE BROOK DEPARTMENT Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Kespo application for approval or funding,are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information Name of Action or Project: Schwartz Residence Project Location(describe,and attach a location map): 35 Meadowlark Road,Rye Brook,NY 10573 Brief Description of Proposed Action: New second floor addition over existing house,side addition of two car garage,new front porch,new rear deck,renovation of house. Name of Applicant or Sponsor: Telephone:P 914 273-7350 John G.Scarlato Jr Architect E-Mail: jgscarlato@gmail.com Address: 33 Byram Hill Road City/PO: State: Zip Code: Armonk New York 10504 1. Does the proposed action only involve the legislative adoption of a plan, local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑✓ ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval:Building permit from Rye Brook building department ❑ 3. a.Total acreage of the site of the proposed action? .64 acres b.Total acreage to be physically disturbed? o9 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? .64 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: �. ❑ Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial m Residential(suburban) ❑ Forest ❑ Agriculture ❑ Aquatic ❑ Other(Specify): ❑ Parkland Page 1 of 3 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ ❑✓ U b. Consistent with the adopted comprehensive plan? ❑ ❑✓ ❑ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ❑ ❑✓ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: ❑✓ ❑ NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? ❑ ❑ b. Are public transportation services available at or near the site of the proposed action? ❑ ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed Elaction? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ a 12. a. Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the ❑ Commissioner of the NYS Office of Parks, Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b. Is the project site,or any portion of it, located in or adjacent to an area designated as sensitive for ❑✓ ❑ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑✓ ❑ b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: ❑Shoreline ❑ Forest ❑Agricultural/grasslands ❑ Early mid-successional ❑Wetland ❑ Urban ❑ Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? ❑ ❑ 16. Is the project site located in the 100-year flood plan? NO YES ❑✓ ❑ 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ IZI a. Will storm water discharges flow to adjacent properties? ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ If Yes,briefly describe: Rain water will be stored in dry wells on the site. 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed) for hazardous waste? If Yes,describe: I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name: John G.Scarlato Jr.Architect Date:8-8 2024 Signature: Title:Architect PRINT FORM Page 3 of 3 EAF Mapper Summary Report Thursday, August 8, 2024 7:47 PM Disclaimer: The EAF Mapper is a screening tool intended to assist / 1129.84-1-13 12 0.84 2-01- 'I project sponsors and reviewing agencies in preparing an environmental 129.84-2 47 assessment form(EAF).Not all questions asked in the EAF are 129.84-1 9 answered by the EAF Mapper.Additional information on any EAF 12 9 84-1-14 - question can be obtained by consulting the EAF Workbooks. Although 129 82 5fi.*,, the EAF Mapper provides the most up-to-date digital data available to (129.84-2-55> ' DEC,you may also need to contact local or other data sources in order 12 9.84-1-8. "^129.84-2-53 to obtain data not provided by the Mapper.Digital data is not a 129.84-1-15 I,l substitute for agency determinations. 129.841-7 129.761 1 r ' /, - sand '• !�r >irr 29.83-1-1,8 129.841 — 129.84-1-16ye I 7 129.84-1-5 f 2 9.83-1-17 1f PAW* �I H+a lc,rir I129.84-1-11/112t844-2 r� 129.84 t N4.► �_____129_ 474'49 t 1 129.84-1-3 129.84-1-4 1 I 12 9,84-1-18 Cl3 Sf �Garmin,U CkS 1��erm Sourt:8 Esn, HERE,Qrr>un USGSi Intermbp :_i F''C�! I c t-,,i la'pan�'AETI,Estl Kik�91,t� � ,�Est��ptiJha�� ���on�' Cllh2nan�Kongl Esri Korea, sry 1 �ivi� �. �i..,per,trebtlslap cdnif n8 is 5;rt�`� ,i$ 135-28tF�US-UsJr��v ,tY Us$t! ',Es Eiff; arrpt° IMPS 335.28-1=3-- 1.35.28-1-4 .� '' ` ,,wk , Part 1 /Question 7 [Critical Environmental No Area] Part 1 /Question 12a [National or State No Register of Historic Places or State Eligible Sites] Part 1 /Question 12b [Archeological Sites] No Part 1 /Question 13a [Wetlands or Other No Regulated Waterbodies] Part 1 /Question 15 [Threatened or No Endangered Animal] Part 1 /Question 16 [100 Year Flood Plain] No Part 1 /Question 20 [Remediation Site] Yes Short Environmental Assessment Form - EAF Mapper Summary Report B U I L D M ENTr(Y� (�Q>'1�►'1� 938 KING ET R BR NY 10573 W . ov JAN 2 9 2025 ID VILLAGE OF RY } FOR OFFICE USE ONLY: / BOT Approval Date: PB Approval Date: 5 8 BOT Disapproval Date: PB Disapproval Date: Attach Resolution Hereto: BOT[ ]] PB[/�6 ZBA [ ] Chairman: 9 • G SITE PLAN FEE: ,* Q y —f DATE PAID: ENVIRONMENTAL FEE: /, ��C�U ' C� DATE PAID: OTHER: *********************************************************************************************************** APPLICATION FOR SITE PLAN APPROVAL Af-'"V(hQP1Z- Submission of this application does not assure placement on any Planning Board Agenda.The Applicant will be notified of such placement. *********************************************************************************************************** This application references but is not limited to the following sections of the Code of the Village of Rye Brook;§250 ZONING,§209 SITE PLAN REVIEW,§235 TREES,§107 DEMOLITION OF BUILDINGS,§224 SWIMMING POOLS,§121 EXCAVATION&TOPSOIL REMOVAL, §118 EROSION& SEDIMENT CONTROL, §213 STEEP SLOPES PROTECTION, §219 SUBDIVISION OF LAND, §250-40 NOTIFICATION REQUIREMENTS. Applicants and their Design Professionals are strongly advised to review the above mentioned code sections online at,www.ry, ebrookny.gov prior to completing and/or submitting this application. APPLICATION FEE SCHEDULE: Residential Dwellings- S325.00,plus$200.00 per additional dwelling unit. Non-Residential Buildings- $475.00,plus $30.00 per parking space. Planned Unit Development-$600.00,per acre PUD Amendment- $600.00 Site Plan Amendment- $575.00 Wetlands&Watercourse- $1,150.00,permit$250.00 Consultant Review(Escrow)Fee: Minimum fee$250.00-maximum fee S2,500.00 to be determined by the Village Engineer. Application fees are non-re/iindable. The applicant's Escrow Accowu must have a positive balance at all times prior to anv Consultant,Attorney,or Village review. Escrow Fees and Site Plan Fees must be paid on separate checks made payable to the Village of Rve Brook. *********************************************************************************************************** 1. Site Address: OR no„ _, CY- RA" Parcel ID#: 4 —1--Zone: 2. Property Owner: S Lo-tT 8 Address: -eAOetw ` 90 E-Mail: 5c e"-s(:.I-%. WarTZ �1i e6mole.Co,�► Tel.#: 0 3 .7 Z 3 — Z3 3 O Other: 3. Applicant: Adq_,A�I_eia Address: E-Mail: Tel.#: Other: 4. Design Professional: _'5b_V\v\ V o 5cx r kc,, v .L• Address: 2)3 j jaAy— Vk\\l FA ATZ^r►L, " E-Mail: _'3-(J SL0-r^V(>Ju e,G1 ac/C.Ca l--t Tel.#: (q l,+) 7,73'73,5b Other: 5. Designate to whom correspondence is to be sent: ,,ddtQ/�'� \T�Cx- Note:If applicant is a"Contract Vendee",please attach a copy of the contract summary with financial and confidential ternis deleted. t 6/1/2024 6. Street which property abuts: �l'\ea��jw�—o�r k- 6�4,-v 7. Does property connect directly into State or County highway? )0 NO ( }YES: 8. Is site within 500 feet of Village Boundary?�4NO O YES If yes note all bordering municipalities: 9. Total area of site: Z'9 oo Area of site activity: 10, Site coverage: 4 Z_ %; Building coverage: Z -1 o Co 11. Existing building size: Z-`1 0G New/additional building size: O 12. Existing parking spaces: 2 New parking spaces: 13. Nature of proposed activity: (?'1 on t Ic t c rfi un t74:: 6L.k v-e,wI tJ n'ZA-R_ ash ---tXW'r\ Please note that this application must include the notarized signature(s) of the legal owner(s) of the above-mentioned property, in the space provided below.Any application not bearing the legal property owner's notarized signature(s) shall be deemed null and void, and will be returned to the applicant. *t***,t,r,r,t***,r,r,rww*w,r+::rw**t•:r*d:t.*+.w�ttt,t;•�::t:�+:,ryt.•r.,r**wwwwh*w:�*ttwt+*�t+:t:+:�:�::�:w****w,�w**,r*w:rw:ewd::�;rw:t:t**t.**w:�t�x STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: trt-(-,o ,Tli A�Wbq"`;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 for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/lier knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this � Sworn to before me this day of_ T(�^ I , 20 'Z day of OkVi , 20 ,, i Not Pu tic (� AtatyPublic ISignature of Pro ert Owner ature of Applicant„ G S Cc.�/tea �L Print Name of Property Owner Print Name of Applicant CHRISTOPHER J. BRADBURY ­;'i1cR J. BRADBURY Notary Public, State of N2,v York No.01 ERE1599:35 i a State -of Pub No. lic, tat of Newyork . i 335 ci Qualified in Westchester County Qualified Westchester County Commission Expires January 29,20��, Commission Expires January 29,20 2 8f11 24 �yE BRnv� VILL OF R OOK 938 King S t,RyE=$rciro Y. 10573 9 7 �c ov ' a SITE PLAN SUBMITTAL REVIEW CHECKLIST This form shall serve as a checklist for site plan submittal and review by the Village of Rye Brook. The use of this plan review checklist by the applicant is to ensure compliance with the technical provisions of§209 of the Code of the Village of Rye Brook entitled, Site Plan Review, pertaining to preliminary and final plan preparation. The Village Code is available on the Village Website at: www.ryebrooknkgov. Prior to the appearance before ANY meeting or hearing of the Planning Board,the applicant must comply with all Notification Requirements of Code Section 250-40. SITE PLAN SUBMITTAL SHALL INCLUDE: 1. APPLICATIONS. Completed and signed including correspondences. 2. CHECKLIST. Completed and signed. 3. PLANS. Signed, Sealed & Dated. Two paper (2) copies and one (1) electronic version. One (1) record set with original signatures,dates and seals shall be provided. 4. FEES: All application fees and Environmental fee. A separate check for filing fee and Environmental fee. 5. Environmental Assessment Form. Form available on the NYS DEC website and mapper. 6. Electronic Copy. Complete copy of all plans and shall be submitted electronically at time of submission. 7. Notarized Affidavit of Sign Posting&Mail Notification. I, (Applicant's signature)have read the Notification Requirements of Oode Section 50-40 and will provide notification as required. IDENTIFICATION OF APPLICANT(S): Identification of Applicant: D a� 6 , f2 C ck,r l"-o -PL A5� g� P c� Applicant: 'n�Nv\ (9 SCA T' l" --i2. Address: a4YCt1''N 1411( �b , POUnOrnK, Nil /OSO4 Tel.#: q 0) Z7 3" 735U Fax: E-Maili a S(,,a Cj-ff)u 1�-�C c/�'► Project Name: !:—:2CInw 0-rT Z. I�,e��laevl CA Project Address: _7>5- 1Y\BCL0GL JL0,ei-_ jupp Current Property Owner: -j C o A-AC 4 ,rj1-ykc-`�JS C,I Lod-l-'TZ Address: 5 S (1')mot L-.b W I ar Ie- JZya p, &1� rpo k A 1,4V �/O Y 7 3 Tel.#: q 73) 7 Z • Z2,3 O Fax: E-Mail:SC o S c.h W o rT 2 1� e Gm A/f� IDENTIFICATION OF PROPERTY: Cori-% Identifying Title: 6C_A W o•rl Z. f-eS i 1"yc-e_ Tax Designation: Section: 1711 o 24 Block: I Lot: 57 Zoning Districte-ZO Street which property abuts:0)eanow )ctrK- Y,4 n Plan Submission Date: 1 I ZY 20 Z$ Site Plan Checklist Page I of 7 6/1/2024 Project Address 3S-17)4000W Jo►r1,— n'p Y N NA PLANREOUIREMENTS O O O 2 copies of plans prepared and signed by a registered Land Surveyor,Engineer or Architect. O O O One(1)electronic copy of all submitted plans and surveys. O A O Topographic Survey stamped by New York State Land Surveyor with license number and seal. O A O Topographic survey scale of one(1)inch per twenty(20)feet or larger. B O O Section, block and lot numbers of the property taken from the latest tax records along with a copy of the most recent property card on file with the Town of Rye Tax Assessor's office. O O O Name of the proposed subdivision plan. O O O Name and address of the owner of record. • O O Name and address of the applicant. O O A Deed reference(s). • O O Names, addresses and signature of every Engineer, Architect, Land Surveyor or Soil Scientist whose professional seal appears on any site plan submitted to the Board. O O O North arrow and scale. ® O O Location map at the minimum scale of 1"equals 1,000 feet. ® O O Area of all lots,in square feet. B O O Engineering notes on plans as stated in application packages. O O 6 Copies of all existing and proposed deed restrictions or covenants applying to the property, including, but not limited to, covenants and agreements restricting the use and establishing future ownership and maintenance responsibilities for all private roads,recreation,and open space areas. O O O Any prior land use approvals with respect to the subject property. 600 Date the plans were first drafted. Any revision(s)made to any of the sheets first submitted are to be so noted in the revision block. The revision block is to be placed on the originals of the revised sheets. Additional paper copies are to be made& submitted for the Planning Board&Building Dept.to replace those sheets previously submitted. O O O Other existing site improvements,including,but not limited to,fences, landscape or retaining walls,landscaping & screening. 000 Location of all buildings and structures on the premises and approximate location of all neighboring buildings or structures within 100 feet of the lot line. • 00 Fees paid to The Village of Rye Brook Building Department. O O O Any revisions to plans shall be identified with a revision cloud and numbered revision triangle Y N NA ABUTTING PROPER TYINFORMA TION • O O The names and addresses of all abutting property owners within 250 ft as indicated in the Municipal records. O O O Zoning and use of abutting properties noted on plans. O O e Shape,size,height and location of existing buildings and driveways within one hundred(100)feet of the site. A O O Location and description of existing easements within one hundred(100)feet of the site. O O A Location of existing private or public trails within one hundred(100)feet of the site. O O A Location of existing roads,scenic roads and/or driveways within two hundred(200)feet of the site. O O O Location of proposed parkland.If none state nearest recreation facility O O O Location of existing septic system leach fields within two hundred(200)feet of the site. O O © Locations,dimensions,grades and flow direction of existing sewers,culverts,waterlines as well as other underground utilities within and adjacent to the property. O O ® The location of all existing watercourses,intermittent streams,wetland areas and springs,consistent with the definitions set forth in Chapter 245,Wetlands and Watercourses,of the Code of the Village of Rye Brook. Site Plan Checklist Page 2 of 7 6/l/2024 Project Address -vs rY1egpo,+'t<- 1t Y N NA PROPOSED SITE PLANINFORMATION O O O Sufficient, acceptable information to readily determine the location, bearing, and length of every street line, lot line, and property boundary line. • O O Location of all building setback lines. 0 O O Topographic data at a minimum contour interval of 2'-0"increments,showing existing and proposed contours on the property and extending a minimum of 25 feet into all adjacent properties. ® O O The location and characteristics of the different areas of vegetation,including the identification of all individual trees 12 or more inches in diameter at breast height("DBH"),protected trees of any size,as well as stands of trees and wooded areas, within areas of proposed disturbance, consistent with the provisions of Chapter 235, Trees, of the Code of the Village of Rye Brook. 0 0 O Location and proposed development of all buffer areas,including existing vegetative cover. 0 O O Location and description of any zoning district and municipal boundaries including a zoning compliance chart for the existing and proposed lots. 0 O O Shape,size,height and location of all existing and proposed buildings. 0 O O Location and description of any existing and proposed easements. 0 O O Location and dimensions of all existing and proposed streets,driveways,sidewalks,parking spaces,bicycle parking, loading areas and other facilities associated with the proposed use. O O 0 Identification of the location and amount of building area proposed for retail sales or similar commercial activity. 0 O O Location of existing and proposed utilities(water,sewer,gas,electrical,telephone,oil tank etc.). O O O Design and location of all existing and proposed wells,septic tanks and leach field systems,or methods of waste water disposal. O O O Location,type and size of all existing and proposed landscaping and screening including fences and walls. O O Q Location,size and proposed screening of outdoor storage areas,if any. 0 O O Location, design and construction material of all existing or proposed site improvements, including drains, culverts, retaining walls,landscape walls and fences. 0 O O Exterior lighting plan and proposed signs to be located on site,including sign orientation,size,height,and elevation view. O O 0 Storm drainage plan and plans for snow removal and storage. O O O Pedestrian and automobile circulation plan. 0 O O Construction drawings for pavements,walks,steps,curbing,drainage&other structures associated with the proposed use. O O • Erosion and sedimentation control plan,including installation details of proposed control measures,directive construction notations and a schedule for the installation and maintenance of proposed control measure. • O O Description of measures planned to assure proper erosion and sedimentation control in accordance with the requirements of Chapter 118 entitled"Erosion and Sediment Control,"of the Code of the Village of Rye Brook. O O • Drawing and computation for storm water detention design for a 25-year storm in accordance with the Westchester County Best Management Practices O O A Rock outcroppings and areas of steep slope consistent with the definitions set forth in Chapter 213,Steep Slope Protection, of the Code of the Village of Rye Brook. O O ® Location of any common lands and/or public lands. O O • Phasing or an estimated project construction schedule. O O O Supporting documents,including deeds,maintenance,condominium agreements,etc. O O # Location of proposed construction or area of disturbance and its relationship to any property line, easement, building, structure, road, wall, fence, sewage disposal system, well, wetland feature or tree exceeding six inches in diameter measured at a height of four feet from the ground Site Plan Checklist Page 3 of 7 6/1/2024 Project Address W eei3O�AXA k— V BOO Estimate of earthwork showing the quantity of any material to be imported to and/or removed from the site including a chart with the number/species and size of any trees to be removed. O O ® Location and size of areas of soils by soil types in the area of proposed disturbance and to a distance of 100 feet surrounding the area of disturbance. O O ® Cross sections of steep slope areas. ® O O Retaining walls or like constructions,with details of construction. O O ® Approximate boundaries of any areas subject to flooding or stormwater overflows, including areas of special flood hazard and coastal high-hazard areas, consistent with the definitions set forth in Chapter 130, Flood Damage Prevention, of the Code of the Village of Rye Brook.Approximate Wetlands and wetland buffer boundaries shall be clearly delineated. O O • Location of fire and other emergency zones,including the location of fire hydrants. O O 0 Studies to include,but not necessarily limited to: environmental impact analysis,wildlife,traffic,stormwater management,recreation,public service,fiscal impact,visual impact and historic significance documentation,or a written request to waive the submission requirements for these studies. O O $1 Amount of any bonds required. O O e Amount of excavated material to be removed from site,if any. Y N NA OTHER(as applicable) O O 0 Record of application for and approval status of all necessary permits from state and county officials and local utility companies. O O ! Identification of any federal,state or county permits required for the projects execution,including project referrals, if any,&environmental review procedures mandated by Article 8,Environmental Quality Review,of the Environmental Conservation Law(SEQRA). O O 40 Any other information felt necessary by the Planning Board to allow the Board to proceed with consideration&to make an informed decision. DEVELOPMENT REVIEW CHECKLIST WESTCHESTER COUNTY PLANNING BOARD Notice to Applicants/Developers: At some point during the development review process your project may be referred to the Westchester County Planning Board for review and comment in accordance with state and county laws that require local planning boards, zoning boards of appeals and governing bodies to refer certain development applications to the County Planning Board. Referral to the County Planning Board may not occur until your project has progressed well along through the design process. Since the Planning Board's comments may impact project design,this checklist is provided to encourage early consideration of these areas of concern by applicants to avoid project changes later. For information on the County Planning Board review process and to access an electronic copy of this checklist, go online to www.westchestergov.com/planningreferrals or contact Lukas Herbert at lah5@westchestergov.com. I.COUNTY PLANNING BOARD POLICIES: Written policies underlie all recommendations of the County Planning Board. Westchester 2025-Context for County and Municipal Planning and Policies to Guide County Planning,adopted by the County Planning Board on 5/6/08,amended 115110,can be found at www.westchestergov.com/2025. ❑ Westchester 2025:Policies should be reviewed to determine how they relate to the development proposal. II.IMPACTS TO COUNTY FACILITIES AND SERVICES: The County Planning Board coordinates the review of development projects with Westchester County departments to identify and address potential impacts on County services and infrastructure.In some situations,permits and approvals may be required that could change project design. ❑ Map of County Facilities: Review the State & County Roads and Parks map (which also includes county channel lines) to identify proximity to County facilities at: www.westchestergov.com/planningdocs/pdftnaps/countystateroadsparks.pdf. Other useful map links for information about environmental features, septic/sewer map, county sewer districts map, etc can be found at: www.westchestergov.com/maps Site Plan Checklist Page 4 of 7 6/l/2024 Project Address 3S Wn'e-®JO4( .� tz" ❑ COUNTY ROAD: Applications for development on sites that abut a County road must be submitted for review by the County Department of Public Works. Information and forms can be found at: www.westchestergov.com/dpw/bldgpenn.htm. Former County Roads do not need review by the Department of Public Works,but will still likely trigger a review by the County Planning Board. ❑ COUNTY CHANNEL LINES: Applications for development on sites within 100 feet of a designated County Channel Line require a stream control permit from the County Department of Public Works. Information and forms can be found at: www.westchestergov.com/dpw/bldgperm.htm ❑ COUNTY PARK: New construction & land alteration projects adjacent to County parks are expected to address screening & buffer of new uses from the park, as appropriate. Stormwater should not drain from a developed site onto a County park without acceptable quantity and quality controls.County parks are designated as Critical Environmental Areas. ❑ SEWAGE TREATMENT AT COUNTY TREATMENT PLANT: Local municipalities are required to reduce and eliminate inflow and infiltration(I&I)into the sanitary sewage systems tributary to County treatment plants.New development will be expected to reduce I&I in relation to generation of new flow at a ratio of three to one. This requirement must be discussed with local officials. ❑BEE-LINE BUS SERVICE: Bee-Line bus stops serving a development site should be identified on plans or noted if located oft-site. If a bus stop is located along the site's frontage, the applicant should contact the County Department of Transportation to discuss impacts and the need for improvements. Safe and separate pedestrian access should be provided to link a bus stop and sidewalk with building entrances. Information on County bus service and design guidelines can be found at: westchestergov.com/transportation/images/Bus%20Service%2OGuidelines.pdf ❑FAIR AND AFFORDABLE HOUSING: Many municipalities require inclusion of fair & affordable units in new developments. Financial assistance to achieve fair & affordable housing development is available through Westchester County & other sources. Applications that include new residential units to be affirmatively marketed & sold or rented subject to fair & affordable housing provisions should be tied to Westchester County guidelines on affordability including income guidelines of eligible households that can be found at: http://homes.westchestergov.com/. If County funding is sought to develop fair & affordable housing,the County Board of Legislators must be included as an involved agency under SEQR. i ❑RECYCLING: New buildings must contain a designated area of sufficient size for separation and storage of recyclables and trash. Building expansions should also include sufficient space for separation and storage of recyclables. For more information about County recycling requirements go to:www.westchestergov.com/environment_recycling.htm ❑STORM SEWER SYSTEM: Any connections to a County storm sewer line will require a permit from the Department of Public Works in accordance with the County Illicit Discharge Detection and Elimination (IDDE) law. Information & forms can be found at:www.westchestergov.com/dpw/bldgperm.htm Non-stormwater discharges to the County storm sewer system are prohibited. III.DEVELOPMENT STANDARDS The County Planning Board's land use policies focus attention on several aspects of development that may have intermunicipal and quality of life impacts.The list below includes areas most frequently commented on by the County Planning Board. ❑WATER: All development plans should include sufficient provisions for stormwater management, water quality measures and mitigation of flooding. ❑Plans should identify the major drainage basin or watershed the site is located in (Croton River, Upper Hudson River, Lower Hudson,Upper Long Island Sound, Bronx River and Lower Long Island Sound). An interactive map with watershed boundaries can be found at www.westchestergov.com/planning/maps&lists/drainbasinsI 1x17.htm1 ❑Watershed plans have been developed for several of the County's watersheds - the Croton, Indian Brook-Croton Gorge, Bronx River & Long Island Sound watersheds - that include specific recommendations that apply to development projects. See recommendations in watershed plans at:planning.westchestergov.com/index.php?option=com_content&task=view&id= 1231& Itemid=2204 ❑Development that involves filling, creation of impervious surfaces or buildings and substantive loss of natural vegetation in a floodplain or flood prone area should be avoided. Site Plan Checklist Page 5 of 7 6/l/2024 Project Address X vy -ewb_-J�c.,ic- RO El Above ground, vegetated retention/detention basins or devices are preferred because they perform better, are easier to inspect and maintain and provide additional environmental benefits over subsurface structural devices. Any such treatments should not be constructed within wetlands or buffer areas around wetlands. ❑The development should treat and retain as much stormwater on-site as possible,particularly when the site is located in a drainage basin with known flooding problems. A Construction Stormwater Toolbox with tools and sources of technical information related to the construction activities and stormwater management best practices is available from the New York State Department of Environmental Conservation at:www.dec.ny.gov/chemicaU8694.html ❑New development should include protection of aquatic resources. For more information about protection of aquatic resources & buffer areas,go to:planning.westchestergov.com/index.php?option=com_content&task=view&id=1491&Itemid=2458 ❑Impervious cover should be minimized. Permeable paving surfaces should be used where feasible. Vegetative rain gardens should be used,particularly in areas of overland or channelized stormwater flow, to improve stormwater quality and reduce runoff volume. For more information,go to: www.westchestergov.com/stormwater ❑Buildings along coastlines and low lying area should consider the impacts of sea level rise. Specific consideration is required of potential impacts to surface and subsurface drinking water supplies. ❑ SITE LAYOUT.Aesthetic design,building orientation and community character should be considered in the site layout and building appearance. ❑In most locations,buildings should face the street and have pedestrian access from the street. El Commercial buildings should be located near the front street line with the majority of parking located in the rear of the building. Even gas stations and convenience stores should be upfront in a landscaped setting with parking,pumps and canopy toward the rear. ❑Buildings should be of pedestrian-scale when seen from the sidewalk. ❑Building facades should contribute to and enhance the character of the community. El Driveway and pathway connections should be provided to adjacent sites when possible and cross easements provided. ❑ STREETS. Street design should reduce unwarranted paving and promote connectivity. ❑New streets should connect with adjacent streets wherever feasible to prevent the proliferation of dead-end streets and promote neighborhood integration. ❑Connections could be vehicular or pedestrian/bicycle only,where appropriate. ❑Street widths should be minimized for streets with low traffic volume to reduce speeds and impervious surfaces.Lane widths of 12 feet are only appropriate for major roadways. ❑Driveway widths should be no more than 9 feet to reduce impervious surfaces. El Permeable paving surfaces should be used where feasible. ❑ GREEN TECHNOLOGY.New development should include as many green building elements as possible,such as:renewable building materials,energy efficient heating/cooling systems and fixtures,water saving devices,green roofs and permeable paving surfaces.Information can be obtained from the U.S.Green Building Council at: www.usgbc.org. ❑ LANDSCAPING AND LIGHTING.The site improvements should enhance community character. ❑ Landscaping should consist of native plant species appropriate for the location. Invasive plant species should be prohibited. Invasive plant information available at:www.westchestergov.com/planning/environmental/Reports/InvasivePlantsBroch08.pdf ❑ Pollutant tolerant plantings should effectively shield parking,loading areas and refuse collection sites. Site Plan Checklist Page 6 of 7 6/l/2024 Project Address 35 P-)-eat yowlark (ZO ❑ Site lighting should be provided at the lowest safe levels and lowest heights,avoiding all spillage off site. ❑ PEDESTRIANS. Safe,convenient and ADA accessible pedestrian access is provided. ❑ A sidewalk should be provided along the site frontage along each street. ❑ Direct pedestrian connections should be made from the front of the building to the sidewalk.Pedestrian crossings of drive-ways& parking lots should be minimized or avoided. If they must be provided,painted crosswalks should be provided through parking lots. ❑ ADA accessibility must be provided. ❑ BICYCLISTS.Provisions for bicyclists should be incorporated into project design. ❑ Bicycle parking should be provided in commercial and residential developments. Guidelines can be found at: www.apbp.org/resource/resmgr/publications/bicycle_parking_guidelines.pdf ❑ If near a trailway or bicycle route,extra consideration should be given to bicycle accessibility such as bike lanes on internal roadways,bicycle parking and other amenities. ❑ Drive-thru lanes at uses such as banks and fast-food restaurants should also be accessible for bicycles. Waiver: Upon finding by the Building Inspector, Village Engineer, Planning Board or Board of Trustees that, due to the particular character or limited nature of development or change in use or to special conditions peculiar to a site,the submission of a final site plan,or certain portions of information normally required as part of the site development plan, is inappropriate or unnecessary or that strict compliance with said submission requirements will cause extraordinary and unnecessary hardship,such official or Board may waive such submission requirements wherever, in the opinion of such official or Board, such waiver will be consistent with the goal of promoting the public health, safety and general welfare of the community. The findings for granting such waiver shall become a part of the public record. Any waiver request must be made in writing,and include sufficient detailed information for the appropriate authority to make an informed decision. Desip-n Professional's Certification of Completion of Checklist I have fully reviewed the Village of Rye Brook's requirements and certify this application to be a complete submission. I understand that an incomplete plat or incomplete checklist shall be deemed an incomplete submission and shall be returned to the applicant upon determination of such by the appropriate authority. Name(Print) bCAri Signature 2 Date Z,S al Site Plan Checklist Page 7 of 7 6/1/2024 FOCT2024 JOHN G. SCARLATO JR. VILLAGE RYE BROOK BUILDING DEPARTMENT ARCHITECT 33 BYRAM HILL ROAD ARMONK, NY 10504 PHONE 914 273-7350 FAX 914 273-9222 September 28, 2024 Village of Rye Brook 938 King Street Rye Brook,NY 10573 35 Meadowlark Road AFFIDAVIT OF MAILING NOTIFICATION & POSTING OF SIGN Dear Planning Board: This letter is stating that my office Mailed out A Notice of Planning Board Public Hearing letter for 35 Meadowlark Road, according to the village's regulations. The mailing was mailed on September 28, 2024 The sign for the Public Hearing was put up on September 30, 2024 and will stay up till after the meeting on October 10 2024. Sincerely,G/ 9��,, John G. Scarlato Jr. Architect Sworn to before me this day & U� , 2024 Notary Publicla, SHARI MELILLO Notary pubilc,State of New York No.01ME6160063 Qunllfled In Westchester county f'.r,mmi`%Sion Expires January 29,20 0-7 p EC E Nf MAY - 1 2025 JOHN G. SCARLATO JR, IP VILLAGE OF RYE BROOK ARCHITECT BUILDING DEPARTMENT 33 BYRAM HILL ROAD ARMONK, NY 10504 PHONE 914 273-7350 FAX 914 273-9222 April 29,2025 Village of Rye Brook 938 King Street Rye Brook,NY 10573 RE: 35 Meadowlark Road AFFIDAVIT OF MAILING NOTIFICATION & POSTING OF SIGN Dear Planning Board: This letter is stating that my office Mailed out the Notice of Public Hearing letter for 35 Meadowlark Road , according to the village's regulations. The mailing was mailed on April 25, 2025. The sign was created in accordance with the regulations of the village of Rye Brook and put up on April 25, 2025 and will stay up till after the meeting on May 8,2025. Sincerely, John G. Scarlato Jr. Sworn to before me this day 2025 Notary Public SHARI MEULLO Notary Public,state of New York No,01ME6160063 Qualified In Westchester County Commission Expires January 29,20 77 c E ME APR - 8 2025 JOHN G. SCARLATO JR. VILLAGE OF RYE BROOK ARCHITECT 6UILIANG L)EPARTMENT 33 BYRAM HILL ROAD ARMONK, NY 10504 PHONE 914 273-7350 FAX 914 273-9222 April 7,2025 Village of Rye Brook 938 King Street Rye Brook,NY 10573 RE 35 Meadowlark Road AFFIDAVIT OF POSTING OF SIGN Dear Planning Board: The sign was created in accordance with the regulations of the village of Rye Brook and put up on March 28, 2025 and will stay up till after the meeting on April 10,2025. 'ncerely, John G. Scarlato Jr. Sworn to before me this day , 2025 Notary Public SHARI MEULLO Notary Public,State of New York No.01ME6160063 Qualified In Westchester County Commission Expires January 29,202: tt�yE DR �. VILLAGE OF RYE BROOK MAYOR 938 King Street,Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A.Klein (914)939-0753 Christopher J.Bradbury www.ryebrookny.gov TRUSTEES SUPERINTENDENT Susan R.Epstein OF PUBLIC WORKS David M.Heiser 1V ichal Nowak Donald T. Krona,Jr. Salvatore W.Morlino August 11,2025 Scott Schwartz &Stacy Schwartz 35 Meadowlark Road Rye Brook,New York 10573 Re:Planning Board Escrow Account for 35 Meadowlark Road Dear Scott Schwartz& Stacy Schwartz, Your project escrow account currently has a negative balance which must be brought up to date. Please deposit with the Village, the sum of $900.00 as soon as possible. A spread sheet outlining invoices is attached for your review.Thank you for your attention to this matter. The applicable section of Village Code requiring payment of professional fees by the applicant is included on the next page for your review and convenience. Sincerely, Tara A. Orlando Secretary,Planning Board, Zoning Board of Appeals& Architectural Review Board Cc: Michal Nowak,Superintendent of Public Works Enclosures §47-2.Escrow accounts. [Adopted by the Board of Trustees of the Village of Rye Brook 8-9-1994 by L.L. No.9-1994;amended in its entirety 10-27-2020 by L.L. No. 9-2020.Subsequent amendments noted where applicable.] A. An escrow account to pay such consultant's fees may be required where the Village deems it necessary to retain a consultant regarding the application for the following applications: (1)Applications requesting an interpretation of any provision of the Village Code; (2)Site plan applications in accordance with Chapter 209; (3)Special use permit applications in accordance with§250-6H; (4)Variance applications in accordance with§250-13; (5)Subdivision applications in accordance with Chapter 219; (6)Architectural review in accordance with Chapter 8; (7)Erosion and sediment control permit in accordance with Chapter 118; (8)Floodplain development permit in accordance with Chapter 130; (9)Steep slopes work permit in accordance with Chapter 213; (10)Permits to perform any regulated activity in a wetland in accordance with Chapter 245; (11)Tree removal appeal in accordance with Chapter 235;and (12)Any other application where the Village deems it necessary to retain a consultant regarding the application. B.The applicant shall submit a separate check in an amount to be determined by the Village Administrator or Superintendent of Public Works/Village Engineer,but not less than$250 nor more than$2,500,to be used to establish an escrow account, from which withdrawals shall be made to reimburse the Village for the costs of professional review services. C.The applicant shall be provided with copies of any Village invoice for such services as they are submitted to the Village.All costs charged to the applicant shall be those reasonable and necessary to the decision making function of the reviewing board as set/defined in§47-1B. D.The applicant shall be required, from time to time,to deliver additional funds to the Village for deposit in the escrow account if such additional funds are required to pay for professional consultation services rendered to the Village or anticipated to be rendered.This amount shall be determined by the reviewing board or the Superintendent of Public Works/Village Engineer based on an evaluation of the nature and complexity of the application. E.If such account is not replenished within 30 days after the applicant is notified,in writing,of the requirement for such additional deposit,the reviewing Board may suspend its review of the application. An application shall be deemed incomplete if any amount shall be outstanding. F. In the event that any application before any Board or department is withdrawn prior to any actions being taken,the applicant is nevertheless responsible for any expenses incurred by the Village with regard to said application prior to such withdrawal. G.A deposit in escrow may be required at any stage in the application process,including but not limited to preapplication discussions with the applicant. H.The applicant shall be provided with copies of any invoice for consultant fees as they are submitted to the Village and with Village staff time records for services for which reimbursement is sought. I.Escrow funds shall be refunded to the applicant when the applicant formally withdraws the application from consideration by the permitting authority or when the applicant receives a final determination from the permitting authority;in either case,all reimbursable charges incurred by the Village shall be first deducted from the escrow account,leaving an unencumbered balance that is not required by the permitting authority to pay consulting costs attributable to the application. Fees collected in accordance with the Village Code shall not be refunded.After all pertinent costs have been paid,the Village shall refund to the applicant any funds remaining in the escrow account within 30 days from the date of the final determination issued by permitting authority or from the date the applicant notifies the Village,in writing, of the withdrawal of the application. If the applicant is indebted to the Village for any fees,the amount of money still owed shall be added to the real property Village tax of the property and shall become alien against the property if not paid within 30 days of written demand. J.A building permit nor certificate of occupancy or use shall not be issued unless all professional review fees charged in connection with the applicant's project have been paid by the applicant.In no case shall a building permit or certificate of occupancy be issued to the applicant if the applicant is indebted to the Village for any professional review fees in excess of the escrow. S.The imposition of escrow account fees are in addition to,and not in place of,other fee schedules currently in force. i PRO CTADDRESS 35 MEADOWLARK RD PRO CTNAME SCHWARTZ CCOUNT# CCOUNT START DATE: ACCOUNT aDSE DATE Art clone dale ben INVOICE DATE INVOICE# CHECK DATE CHECK# DISTRIBUTED TO DEBIT DEPOSIT Balance Unpaid Invoices 8/9/2024 209 VRB S 2,500.00 10/4/2024 6409.04-01 12/19/2024 1498 H&H 3 5550) 10/16/2024 110388 2/21/2025 1503 K&B $ 2,5850) 11/19/2024 111904 12/19/2024 1499 K&B 3 1,567.50 11/15/2024 6409.04-02 2/21/2025 1501 H&H S 617.50 1/29/2025 8758 VRB S 1,5(X).00 1/30/2025 223 VRB $ 2,825.00 2/10/2025 F4133.01-39 3/27/2025 1508 H&H $ 82.50 2/14/2025 115464 3/27/2025 1509 K&B S 440.00 5/13/2025 120314 6/18/2025 1514 K&B S 220.(X) 5/16/2025 6409.04-03 H&H S 9(X).(() 6/11/2025 6409.04-04 H&H S 90.00 7/l/2025 122141 K&B S 577.50 S 7,72-5.00 $ G 825.00 I -M.00 I S f t �yE DR f Jj 4, 19 VILLAGE OF RYE BROOK MAYOR 938 King Street,Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914)939-0753 Christopher J.Bradbury www.ryebrookny.gov TRUSTEES SUPERINTENDENT Susan R.Epstein OF PUBLIC WORKS David M.Heiser Michal Nowak Donald T.Krom,Jr. Salvatore W.Morlino May 30,2025 Scott Schwartz&Stacy Schwartz 35 Meadowlark Road Rye Brook,New York 10573 Re: Planning Board Escrow Account for 35 Meadowlark Road Dear Scott Schwartz&Stacy Schwartz, Your project escrow account currently has a negative balance which must be brought up to date. Please deposit with the Village, the sum of $232.50 as soon as possible. A spread sheet outlining invoices is attached for your review. Thank you for your attention to this matter. The applicable section of Village Code requiring payment of professional fees by the applicant is included on the next page for your review and convenience. Sincerely, Tara A. Orlando Secretary,Planning Board, Zoning Board of Appeals & Architectural Review Board Cc: Michal Nowak,Superintendent of Public Works Enclosures §47-2.Escrow accounts. [Adopted by the Board of Trustees of the Village of Rye Brook 8-9-1994 by L.L. No.9-1994;amended in its entirety 10-27-2020 by L.L.No.9-2020.Subsequent amendments noted where applicable] A. An escrow account to pay such consultant's fees may be required where the Village deems it necessary to retain a consultant regarding the application for the following applications: (1)Applications requesting an interpretation of any provision of the Village Code; (2)Site plan applications in accordance with Chapter 209; (3)Special use permit applications in accordance with§250-6H; (4)Variance applications in accordance with§250-13; (5)Subdivision applications in accordance with Chapter 219; (6)Architectural review in accordance with Chapter 8; (7)Erosion and sediment control permit in accordance with Chapter 118; (8)Floodplain development permit in accordance with Chapter 130; (9)Steep slopes work permit in accordance with Chapter 213; (10)Permits to perform any regulated activity in a wetland in accordance with Chapter 245; (11)Tree removal appeal in accordance with Chapter 235;and (12)Any other application where the Village deems it necessary to retain a consultant regarding the application. B.The applicant shall submit a separate check in an amount to be determined by the Village Administrator or Superintendent of Public Works/Village Engineer,but not less than$250 nor more than$2,500,to be used to establish an escrow account,from which withdrawals shall be made to reimburse the Village for the costs of professional review services. C.The applicant shall be provided with copies of any Village invoice for such services as they are submitted to the Village.All costs charged to the applicant shall be those reasonable and necessary to the decision making function of the reviewing board as set/defined in§47-1B. D.The applicant shall be required,from time to time,to deliver additional funds to the Village for deposit in the escrow account if such additional funds are required to pay for professional consultation services rendered to the Village or anticipated to be rendered.This amount shall be determined by the reviewing board or the Superintendent of Public Works/Village Engineer based on an evaluation of the nature and complexity of the application. E.If such account is not replenished within 30 days after the applicant is notified,in writing,of the requirement for such additional deposit,the reviewing Board may suspend its review of the application. An application shall be deemed incomplete if any amount shall be outstanding. F.In the event that any application before any Board or department is withdrawn prior to any actions being taken,the applicant is nevertheless responsible for any expenses incurred by the Village with regard to said application prior to such withdrawal. G.A deposit in escrow may be required at any stage in the application process,including but not limited to preapplication discussions with the applicant. H.The applicant shall be provided with copies of any invoice for consultant fees as they are submitted to the Village and with Village staff time records for services for which reimbursement is sought. I.Escrow funds shall be refunded to the applicant when the applicant formally withdraws the application from consideration by the permitting authority or when the applicant receives a final determination from the permitting authority;in either case,all reimbursable charges incurred by the Village shall be first deducted from the escrow account,leaving an unencumbered balance that is not required by the permitting authority to pay consulting costs attributable to the application.Fees collected in accordance with the Village Code shall not be refunded.After all pertinent costs have been paid,the Village shall refund to the applicant any funds remaining in the escrow account within 30 days from the date of the final determination issued by permitting authority or from the date the applicant notifies the Village,in writing, of the withdrawal of the application.If the applicant is indebted to the Village for any fees,the amount of money still owed shall be added to the real property Village tax of the property and shall become a lien against the property if not paid within 30 days of written demand. J.A building permit nor certificate of occupancy or use shall not be issued unless all professional review fees charged in connection with the applicant's project have been paid by the applicant.In no case shall a building permit or certificate of occupancy be issued to the applicant if the applicant is indebted to the Village for any professional review fees in excess of the escrow. K.The imposition of escrow account fees are in addition to,and not in place of,other fee schedules currently in force. r i PRO ECT ADDRESS 35 MEADOWLARK RD PRO CT NAME SCHWARTZ ACCOUNT# ACCOUNT START DATE: ACCOUNT CLOSE DATE: Aat dare dote ben INVOICE DATE INVOICE# CHECK DATE CHECK# DISTRIBUTED TO DEBIT DEPOSIT Balance Unpaid Invoices 8/9/2024 209 VRB $ 2,500.00 10/4/2024 6409.04-01 12/19/2024 1498 H&H ; 555.00 10/16/2024 110388 2/21/2025 1503 K&B $ 2,585.00 11/19/2024 111904 12/19/2024 1499 K&B $ 1,567.50 11/15/2024 6409.04-02 2/21/2025 1501 H&H $ 617.50 1/29/2025 8758 VRB $ 1,500.00 1/30/2025 223 VRB $ 2,825.00 2/10/2025 F4133.01-39 3/27/2025 1508 H&H $ 82.50 2/14/2025 115464 3/27/2025 1509 K&B $ 440.00 5/13/2025 120314 K&B $ 220.00 5/16/2025 6409.04-03 H&H $ 990.00 $ 7,057.50 $ 6,825.00 1 -$232.50 $ 220.00 DR190 ur cc�..tc VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914)939-0753 Christopher J.Bradbury www.ryebrookny.Qov TRUSTEES SUPERINTENDENT Susan R. Epstein OF PUBLIC WORKS Stephanie J. Fischer Michal Nowak David M.Heiser Salvatore W.Morlino January 2, 2025 Scott Schwartz& Stacy Schwartz 35 Meadowlark Road Rye Brook,New York 10573 Re: Planning Board Escrow Account for 35 Meadowlark Road Dear Scott Schwartz &Stacy Schwartz, Your project escrow account currently has a negative balance which must be brought up to date. Please deposit with the Village, the sum of$2,825.00 as soon as possible. A spread sheet outlining invoices is attached for your review.Thank you for your attention to this matter. The applicable section of Village Code requiring payment of professional fees by the applicant is included on the next page for your review and convenience. Sincerely, Tara A. Orlando Secretary,Planning Board, Zoning Board of Appeals& Architectural Review Board Cc: Michal Nowak, Superintendent of Public Works Enclosures §47-2. Escrow accounts. [Adopted by the Board of Trustees of the Village of Rye Brook 8-9-1994 by L.L. No. 9-1994;amended in its entirety 10-27-2020 by L.L.No. 9-2020. Subsequent amendments noted where applicable.] A. An escrow account to pay such consultant's fees may be required where the Village deems it necessary to retain a consultant regarding the application for the following applications: (1) Applications requesting an interpretation of any provision of the Village Code; (2) Site plan applications in accordance with Chapter 209; (3) Special use permit applications in accordance with §250-6H; (4) Variance applications in accordance with§ 250-13; (5) Subdivision applications in accordance with Chapter 219; (6) Architectural review in accordance with Chapter 8; (7) Erosion and sediment control perrnit in accordance with Chapter 118; (8) Floodplain development permit in accordance with Chapter 130; (9) Steep slopes work permit in accordance with Chapter 213; (10) Permits to perform any regulated activity in a wetland in accordance with Chapter 245; (11)Tree removal appeal in accordance with Chapter 235;and (12) Any other application where the Village deems it necessary to retain a consultant regarding the application. B.The applicant shall submit a separate check in an amount to be determined by the Village Administrator or Superintendent of Public Works/Village Engineer,but not less than$250 nor more than$2,500,to be used to establish an escrow account, from which withdrawals shall be made to reimburse the Village for the costs of professional review services. C.The applicant shall be provided with copies of any Village invoice for such services as they are submitted to the Village. All costs charged to the applicant shall be those reasonable and necessary to the decision making function of the reviewing board as set/defined in §47-1B. D.The applicant shall be required,from time to time,to deliver additional funds to the Village for deposit in the escrow account if such additional funds are required to pay for professional consultation services rendered to the Village or anticipated to be rendered.This amount shall be determined by the reviewing board or the Superintendent of Public Works/Village Engineer based on an evaluation of the nature and complexity of the application. E. If such account is not replenished within 30 days after the applicant is notified,in writing,of the requirement for such additional deposit,the reviewing Board may suspend its review of the application. An application shall be deemed incomplete if any amount shall be outstanding. F. In the event that any application before any Board or department is withdrawn prior to any actions being taken,the applicant is nevertheless responsible for any expenses incurred by the Village with regard to said application prior to such withdrawal. G.A deposit in escrow may be required at any stage in the application process,including but not limited to preapplication discussions with the applicant. H.The applicant shall be provided with copies of any invoice for consultant fees as they are submitted to the Village and with Village staff time records for services for which reimbursement is sought. I.Escrow funds shall be refunded to the applicant when the applicant formally withdraws the application from consideration by the permitting authority or when the applicant receives a final determination from the permitting authority;in either case,all reimbursable charges incurred by the Village shall be first deducted from the escrow account,leaving an unencumbered balance that is not required by the permitting authority to pay consulting costs attributable to the application. Fees collected in accordance with the Village Code shall not be refunded.After all pertinent costs have been paid,the Village shall refund to the applicant any funds remaining in the escrow account within 30 days from the date of the final determination issued by permitting authority or from the date the applicant notifies the Village,in writing, of the withdrawal of the application.If the applicant is indebted to the Village for any fees,the amount of money still owed shall be added to the real property Village tax of the property and shall become alien against the property if not paid within 30 days of written demand. J.A building permit nor certificate of occupancy or use shall not be issued unless all professional review fees charged in connection with the applicant's project have been paid by the applicant.In no case shall a building permit or certificate of occupancy be issued to the applicant if the applicant is indebted to the Village for any professional review fees in excess of the escrow. K.The imposition of escrow account fees are in addition to,and not in place of,other fee schedules currently in force. PRO CTADDRESS 35 MEADOWLARK RD PROJECT NAME SCHWARTZ CCOUNT# CCOUNT START DATE: CCOUNT CLOSE DATE: Aat close date hen INVOICE DATE INVOICE# CHECK DATE CHECK# DISTRIBUTED TO DEBIT DEPOSIT Balance Unpaid Invoices 8/9/2024 209 VRB ; 2,500.00 10/4/2024 6409.04-01 12/19/2024 1498 H&H $ 555.00 10/16/2024 110388 K&B $ 2,585.00 11/19/2024 111904 12/19/2024 1499 K&B $ 1,567.50 11/15/2024 6409.04-02 H80 $ 617.50 I $ 5,325.00 $ 2,500.00 1 42,825.00 1 ; 3,202.50 C.0 �' 19t1 VILLAGE OF RYE BROOK MAYOR 938 King Street,Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A.Mein (914)939-0668 Christopher J.Bradbury www.iyebrookny.gov TRUSTEES BUILDING&FIRE INSPECTOR Susan R.Epstein Steven E.Fews Stephanie J.Fischer David M.Heiser Salvatore W.Morin NOTICE OF HEARING ON APPLICATION ,notice is hereby given that the undersigned has filed an application to appear before the Zoning Board of Appeals of the Village of Rye Brook. Application # ZBA24-014 Applicant: Scott Schwartz & Stacy Schwartz 35 Meadowlark Road Rye Brook,New York 10573 Applicant Proposes to: Construct a 2"d story addition, 1 story garage addition, new front porch, new rear deck and interior alterations. At the premises known as 35 Meadowlark Road in the Village of Rye Brook, New York, situated on the northwest side of Meadowlark Road, approximately 350 feet from the intersection of Oriole Place and Meadowlark Road,designated and shown on the most current tax map as Parcel ID#129.84-1-5,the applicant does hereby request a variance(s) from the following applicable section(s) of the Zoning Ordinance: §250-19.H. (1) The minimum required front yard setback is 40 feet. The applicants proposed one story garage addition and new front porch will result in a front yard setback of 30.3 feet. Therefore, a front yard setback variance if 9.7 feet is requested. §250-19.H. (2) (a) The minimum side yard setback is 15 feet. The applicants proposed additions will result in a side yard setback of 14.8 feet. Therefore, a side yard setback variance of 0.2 feet is requested. ZI public hearing on said application will be held before the Village Zoning Board of Appeals on Tuesday, October 1,2024, at 7:30 p.m. at the Village of Rye Brook Offices located at 938 King Street,Rye Brook,NY 10573. Plans and other materials associated with the proposed application may be reviewed and downloaded via the Public Meetings&Video link from the Rye Brook website homepage and are available for review at the Building Department. Dated: 0 V Christopher J. Bradbury,NVage Clerk �yE BRCv� �°uu vu JJ �:,,�wv°y C•`r VILLAGE OF RYE BROOK MAYOR 938 King Street,Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A.Klein (914)939-0668 Christopher J.Bradbury www.Uebrookny gov TRUSTEES BUILDING&FIRE INSPECTOR Susan R.Epstein Steven E.Fews Stephanie J.Fischer David M.Heiser Salvatore W.Morlino REVISED NOTICE OF DISAPPROVAL Application # ZBA24-014 September 9, 2024 Scott Schwartz&Stacy Schwartz 35 Meadowlark Road Rye Brook,New York 10573 PLEASE TAKE NOTICE that your application for building permit dated,August 1, 2024, for the premises located at 35 Meadowlark Road, Parcel ID# 129.84-1-5, has been disapproved because of non-compliance with the following section(s) of the Code of the Village of Rye Brook: 9250-19.H. (1) The minimum required front yard setback is 40 feet. The applicants proposed one story garage addition and new front porch will result in a front yard setback of 30.3 feet. §250-19.H. (2) (a) The minimum side yard setback is 15 feet. The applicants proposed additions will result in a side yard setback of 14.8 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.iyebrogk.org. Sincerely, Z�— 4 Steven E. Fews Building&Fire Inspector stevefews&Uebrookny.eov kkA 500 9 t l 61 ZA aBUILDI TMIENT vIL ;pFRX •L ox' R EV S r'� F�`� � PLANS fly o'Ic .iX FSEPDATED 16 7024 ` vvww.i y.gov „Y'-- b KUUN BUILDING D`PAR T;t ENT APPLICATION TO THE ZONING BOARD OF.APPEALS Application Fee: $400.00 (-. paid • Escrow Fee: $1,000.00(Vf paid Date:�� O( 4 Subject Property: 3� �{i'Lhba I-h li.l�-�n�p Parcel ID#: Z q o r3�, ' - J� Zone: zU Property Owner: �.o'AT (s ST D C C-l44&fZ;r?- Address: 35 M9 490L,)i,�t alo Phone t1 773) 7 Z3- ZZ,3O Cell dr; tl *-Z G mu(L,Cuv�, Applicant: 36� & SG,B(tLrl,� S(L.- -i v Address: 33Nmr, ",t1 CIP( 1gramh fc)Ny /osy4 Phone#: 0 4) Z73'?3 sm Cell#:f914) '7/f}01 SZ Attorney/Agent: Address: Phone ff: Cell V: email: Mwir*Ww*�+M di drWkH4drk*** *fiMW�i ai i%4r NMh k4rk4q+hMM 4r4** wb4+iNN%GItiN*MMih k% 11d+h4h�#**4*� rrt** +M*H rNM+N wa, 4,rh a, The applicant named herein does hereby request an appeal froth the decision made by the Building Inspector on an application dated 81-7 , 20 U ,whereby the Building Inspector did: Grant: ( )/Deny:the applicant a permit for ,9-ppD 64 OF OV)Q, ti a44,0,ti - Fnn T- Pow t, , /4ew gQAx,- —OP-� 1. T_ype of Appeal: (✓) 7ariance 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 (VISetback ( )Other: In connection with: ( )A Proposed Building ( )An Existing Building 3. Previous Appeal(s), ( )Have (LJtHave Not been made with respect to this particular decision of the Building Inspector, and ( )I•Iave ( )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, e. A requested variance was ( )Granted/( )Denied on application# dated, for, 1 (Use additional sheets if nccessury) 6/1/2024 4. Atteranon: (Leutseb q f 1 t.l Zt� If work constitutes an alteration or extension to an existing building, describe briefly: I p K, /,-Po l l o4 rtiiti Lk4r- one, 5-4-cr4 lwc C vL (SAa,t4U&z Oew 1�a,n1- P- chL NPt,� ySe���v� crrc- OUfr I a'o "z' -D-Q�k. 5. Construction Cost: What is the estimated cost of the proposed work? s 2 C>D)" too 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: Tlt , PrujPIC a-," 1+1-2, A G'6�s ui-GIV-1 br zS. FPil- 412vgk 'life P114F IN 44-Ip 1--iNi rr5 '111' �� �� �°r'��Pt✓v � W f� N rG� � s rr�'C'�i� v�i?-1�1���. 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 sheet,if necessary) 6/1/2024 /. Requested Coning Appeals: lw 9 j(a I. Section of Rye Brook Code: § Zoning Requirement: LI jHMI'H (l-AG IUP rJUHCy&W 5ry 15 .40 rr Proposed Work: _ `F f Cr&FDs1ip 6*P( kai: 0 WILL OILL Oa f'T Requested Variance: !� F-6 LT BHT II.Section of Rye Brook Code: § ZSo — 1 `( � Zoning Requirement: the.. 5(p.9. ► 5 1S Fr Proposed Work: -J e. PCbpt�W A 5T-x-, 9 C-L-olz a vN y) r'ia-4r' Requested Variance: zSI h-P— 01 c o rn Varcct,.,(-.e- ►S t�t1e��ecl III.Section of Rye Brook Code: § Zoning Requirement: Proposed Work: Requested Variance: IV.Section of Rye Brook Code: Zoning Requirement: Proposed Work Requested Variance: V. Section of Rye Broolc Code: § Zoning Requirement: Proposed Work, Requested Variance: 3 (Use additional shccts if ncccasmy) 6/1/202d 8. Item cliecktist of information from instruction sheet: (� Letter of Disapproval (� Properly Completed &Signed Original Zoning Variance Application ( ) Two(2)Sets of Sealed Plans (1J Non-refundable Application Fee of$400.00 (� Escrow Account Fee of$1,000.00 ( ) Provisions of any deeds, covenants,casements or restrictions affecting the kind of improvements allowed or prohibited upon the premises. O Notarized Mailer&Sign Affidavits, Area Map&Public Notification List (Please note that the notnrizcd afitdavits must be received by the Building;Deparimcnt by no later Ulan die Thursday prior to Ilse seltcduled zoning hearing) i+Y###N#R#R#R#R#RRtMiRR#rtNtR######Rtrt###R4#b#R##R###R#Rt###ttYMRN#+Y#RRRRT#######RM*tt#NR#RtRR#4#rt#Rt##Mt#AcMM 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 WESTCnESTER ) as: duly sworn,deposes and states that lie/she is the applicant above named, (print name of tndividunl signing ns the npplicnnt) and further states that (s)hc is the legal owner of the property to which this application pertains, or that (s)he is the for the legal owner and is duly authorized to make and file this application. (indicate oreltitect,contrnetor,agent,nnomcy,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed or use conducted at the above captioned property will be in conformance with the determination of, and any conditions set by the Rye Brook Zoning Board of Appeals, with the details as set forth and contained in this application and in any accompanying approved plans and specifications, as well as in accordance with the New York State Uniform Fire Prevention & Building Code, the Code of the Village of Rye Brook and all other applicable laws, ordinances and regulations. 1 Swom to before me this Sworn to before me this 1 of �' Z day o —,20 rg l L my Public Notary Public Signature of Property 0% no Signnture ofApplicnnt ) C. S \-l� -ahl G S ca'lo��` rmtName of Propb y Owner Print Name of Applicant SHARI MELILLO SHARI MELILLO Notary Public,State of Now York Notary Public,State of Now York No.01ME6160063 No.OIME6160063 Qualified In Westchester County Qualified in Westchester County Commission Expires January 29,20�- Commission Expires January 29,201 4 d/112024 4l4 w�U JJW VILLAGE OF RYE BROOK MAYOR 938 King Street,Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A.Klein (914)939-0668 Christopher J.Bradbury www.Eyebrookny.gov TRUSTEES BUILDING& FIRE INSPECTOR Susan R.Epstein Steven E.Fews Stephanie J.Fischer David M.Heiser Salvatore W.Morlino NOTICE OF DISAPPROVAL Application # ZBA24-014 August 7 , 2024 Scott Schwartz & Stacy Schwartz 35 Meadowlark Road Rye Brook,New York 10573 PLEASE TAKE NOTICE that your application for building permit dated,August 1, 2024, for the premises located at 35 Meadowlark Road, Parcel ID# 129.84-1-5, has been disapproved because of non-compliance with the following section(s) of the Code of the Village of Rye Brook: §250-19.H. (1) The minimum required front yard setback is 40 feet. The applicants proposed one story garage addition and new front porch will result in a front yard setback of 30.3 feet. Please revise your plans to fully comply with the applicable section(s)of Village Code,or an appeal to this decision may be brought before the Village Zoning Board of Appeals (ZBA) in accordance with §250-13 and §250-40 of the Code of the Village of Rye Brook. Applications to appear before the ZBA are available at the Building Department or online at www.ryebrogk.org. Sincerely, Steven E. Fews Building&Fire Inspector stevefewsQ,Iyebrookny, ov 35 Meadowlark Road �E w F Rye Brook, NY Technologies „e Ye IST 1 inch = 143 Feet www.cai-tech.com August 7, 2024 0 143 286 429 r p ' n r i s o- 12 + 10 w w p p w I w 13 r tl e w '. i u 2 15 w e 6 16 5 , i 6 ORIOLE 1e I ` \ 44r 6 � 6 7 6 i 2 //<x 17 • t 97 ACC 1 , Data shown on this map is provided for planning and informational purposes only.The municipality and CAI Technologies are not responsible for any use for other purposes or misuse or misrepresentation of this map. BR �. Village of Rye Brook DM JS 0� yAgenda SB DH Zoning Board of Appeals Meeting GB SF r/ Tuesday,October 1,2024 at 7:30 PM Q JDs K&B Village Hall,938 King Street 1. ITEMS: 1.1. ZBA24-014 Scott Schwartz&Stacy Schwartz 35 Meadowlark Road Second story addition,one story garage addition,new front porch,new rear deck and interior alterations. / Mail Affidavit Sign Affidavit v Approvals: Moved Second Abstention Aye; Nay; Adjournment; Notes 2. SUMMARY APPROVALS: 2.1. Approval of July 2,2024 Zoning Board Summary Approvals: Moved Second Abstention Aye; Nay; Adjournment; Notes 2.2. Approval of August 6,2024 Zoning Board Summary. Approvals: Moved Second Abstention Aye; Nay; Adjournment; Notes Page 1 of 1 JOHN G. SCARLATO JR. ESEP � SEP 2 6 2024 ARCHITECT VILLAGE OF RYE BROOK 33 BYRAM HILL ROAD BUILDING DEPARTMENT ARMONK, NY 10504 PHONE 914 273-7350 FAX 914 273-9222 September 25, 2024 Village of Rye Brook 938 King Street Rye Brook,NY 10573 RE: 35 Meadowlark 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 IIearing letter for 43 Rock Ridge Drive according to the village's regulations. The mailing was mailed on September 20, 2024. The sign was created in accordance with the regulations of the village of Rye Brook and put up on September 20,2024 and will stay up till alter the meeting on October 1, 2024. Sincerely, 40�John& Scarlato Jr. Sworn to before me this day KAPAN R. CAPPUZZELLO 2024 Notary Pub k,Sttb o/Ntw York .Nqi. oicmisowt cooMpI h n A+o PANkbrod ig i z.r�2� Notary Public 347 �. Scott Schwartz, DDS 9 Cornerstone Way Livingston, NJ07039 DATE `— PAY TE THE �'1„�1/ $ Sf�/\�x ORDER OF----- ►YN 1— �D �1,�.g1't�—+C TD BANK ne G AMERICA'S MOST CONVENIENT BANK t FR ^L ter r Ale) /'0001� P M-V k_5C0 Q l 6hZ2� .� .Building Permit Check List&Zoning Analysis Address: 1 1 e QZ 2, SBL• Zone: V)- Use: 1 v Const.Type: Othen Submittal Dater-- Revisions Dates: '2— Applicant: T Z Nature of Work: r),n d - wo 1_1Q Reviews:ZBA: PB, BOT• Other. NEED �OK �( (� ( FEES:Filing: U /O Flood Plane: Legalization: ( ) (ty APP: Dated: ✓Notarized SBL• Truss 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 Protection: S/W Mgmt.: Tree Plan: Other: O ( SURVEY:Dated T r7A i uOCurrena Archival Sealed Unacceptable: ( ) ( PLANS:Date Stamped` Sealed Copies: Electronic Other. (� ( ) License: Workers Comp: Liability. Comp.Waiver. Other: CODE 7S3#: Dated N/A: (� ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. LOW-VOLTAGE ELECTRICAL-•Plans: Permit N/A: Other: FIRE ALARM/SMOKE DETECTORS:Plans: Permit H.W.I.C.:_Battery:_Other. PLUMBING Plans: Permit: Nat.Gas: LP Gas: N/A/: Other. ( ) ( ) FIRE SUPPRESSION:Plans: Permit: N/A: Other. (� ( ) H.V.A.C.: Plans: Permit: N/A: Other. ( ) ( ) FUEL TANK Plans: Permit; Fuel Type: Other. t ( + ( � ( ) 2020 NY State ECCC: N/A: Other: (N ( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: e BP DENIAL LETTER C/O DENIAL LETTER: Other. (� ( ) Other: ( �,.Ag�R,Bmtg.date: approval• I P-/b-2o� notes: r ( �` A mtg.date: 0 approval- notes: -Q '. (OB mtg date: approval 16 1& notes: REQUIRED EXISTING PROPOSED NOTES Area " (�K Circle: Fronts e: O k' �l<i�.l Front:Fro 'Lt a nt; Sides: W,� _ lq k •e C. !.� Rear t .Ce- t wee 2 °1.!�►�z Main Cov. Accs.Cov: Ft.H Sb: Sd.H Sb: Sz v lL C,FA. _ n c fc,.� 26 F 2 a Tom: G y Fes: ljgight1 Stories: O t1 _ NC r C'�,1�1_ �� �� �f.�c�►C 1� C,�L�-4-��r 1 .L ...� - � �c t c r�n .�„.�_„_ ..�-., .. .. 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 $300.00 x $I8.00/$I,000.00 Basement Sq. Ft. x $65.00 x $I 8.00/$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction Sq.Ft. • New Construction Cost • Building Permit Fee Basement= sq. ft. x$65.00 = $ x $I8.00/$1,000.00= $ Attached Garage I sq. fr.x$300.00= $ x $18.00/$I,000.00= $ I" Fl. I I sq. ft.x $300.00= $ x$I8.00/$1,000.00= $ 2"1 Fl. = sq. ft.x $300.00 = $ 9 x$I8.00/$I,000.00= $ 3`1 Fl. = sq. ft.x$300.00= $ x$I8.00/$I,000.00= $ 411 Fl. = sq. ft.x $300.00= $ x$I8.00/$I,000.00 = $ Total Sq.Ft. = sq. ft. Total Cost = $ Total B.P.Fee= $ Total Amount Paid = $ Total Amount Due = $ i i OCT 1 8 2024 Date: Signed: i BUILD MENT S ! VIL '0 : ;r OOK 938 KING }' F,rR ,NY 1057 AUG - 1 2024 Q. ya w� ov VILLAGE OF RYE BROOK YML BUILDING DEPAR 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: _a>5 ry',Pr-r3ociL-"rf(- V-*9 Date of Submission: Parcel ID#: I Zg.%4- 1 - S Zone: IZ—ZO Proposed Improvement(Describe in detail): APPLICANT CHECK LIST: MUST BE COMPLETED BY THE APPLICANT The following items must be submitted to the Building (I*f *1 arho^ ylP OouSk Department by the applicant-no exceptions. Property Owner: 1• ( npleted Application P tY SCO-1'� 4 Srt�C,ti �C�1Wwn.`CZ 2 ( w (2)sets of sealed plans. (one full size {maximum Address: 3.1 rYl2cepbW► e,rK f allowable plan size=36"x 42") and one 11"x 17") Phone# 9-73 - -7z3 - ZZ3 o 3. ( rOngo (2) copies of the property survey. 4. ( (2)copies of the proposed site plan. th Applicant appearing before e Board: 5. ( electronic/disc copy of the complete plication materials. 6. ( Filing Fee. Address: 33-3�jrr, tLo, A(47%-le- N y 7. ( )Any supporting documentation_ Phone# y 14 Z73_ 735-o /0-V-4-4- 8. ( )HOA approval letter. (if applicable) 9. ( ) Photographs. Architect/Engineer: S mQ 145 Jq6d-^ 10.( ) Samples of finishes/color chart. (a sample hard or Phone# model mnv be presented the night of the meeting) 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. Sworn to before me this �; Sworn to before me this day of �� , 2 day of A ``S , 20 Signature Property Owner Signature of Ap ant L C�l^, L_ —)-Ihn 6 cl' -/ti t4 A" a e of Property Owner v v ) Pr' e of Applicant Nola 'Pub] Notary P i � SHARI MELILLO �'�ARI ME_ILLO Notary Public,state of New York Notary Public,State of New York No.01ME6160063 ilf No.01ME6160063 Qualified In Westchester County Z Qualified In Westchester County Commission Expires January 29,20 Commission Expires January 29,204—' 6/1/2024 Building Permit Check List&Zoning Analysis Address: M Qjoa,=�`Q T- \(-- SBL Zone: P\Z 0 Use. V Const.Type Other. Submittal Date: 2 Revisions Submittal Dates: Applicant: S CYO L � y 1 Z Nature of Work -�-(D �vJ 6 \ V Reviews:ZBA: MAR 0 4 2025 PB: � BOT: Other. NEED OK 2� �o (� ( ) FEES.Filing. BP: C/O: Flood Plane: Legalization ( ) ( ) APP: Dated: Notarized. SBL Truss 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 Protection: S/W Mgmr.: Tree Plan: Other. ( ) ( ) SURVEY:Dated: Current: Archival;- Sealed: Unacceptable: ( ) ( ) PLANS:Date Stamped: Sealed Copies: Electronic Other. ( � ( ) License: Workers Comp: Liability Comp.Waiver. Other. ( � ( ) CODE 7S3#: Dated: N/A: ( ) ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL.Plans: Permit: N/A Other. ( ) ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit: H.W.I.C.:_Battery:_Other. ( ) ( ) PLUMBING:Plans: Permit: Nat.Gas: LP Gas: N/A/: Other. ( ) ( ) FIRE SUPPRESSION:Plans: Permit: N/A: Other. ( ) ( ) H.V.A.C.: Plans: Permit N/A: Other. ( ) ( ) FUEL TANK:Plans: Permit: Fuel Type: Other. O O 2020 NY State ECCC: N/A: Other. ( ) ( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER. C/O DENIAL LETTER: Other. ( ) ( ) Other mtg. date approval;- Jr 21'Z5� notes: - ( )ZBA mtg. date: approval:- notes: (-)-PB mtg.date approval:- c+7 notes: c24—nm REQUIRED EXLTrING PROPOSED NOTES Area: �1� �( PPROVED Circle: 10D 949r Froze 1 CIO �7, u C Front: Front: 1_xbl 'A� I. 4V O CV,ScA� Sides' • Rear. Main Cor. Accs.Cov: Ft.H Sb: Sd.H Sb: GFA: Tot in: -A 6 L 0 Ft.In : `+• `f. U G 1` Paz ' Heght/Stories: notes: 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 $300.00 x $I8.00/$I,000.00 Basement Sq. Ft. x $65.00 x $I8.00/$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction Sq.Ft. • New Construction Cost • Building Pennit Fee Basement = sq.ft. x$65.00 = $ x$I8.00/$I,000.00 = $ Attached Garage = sq. ft.x $300.00= $ x$I8.00/$I,000.00 = $ I"Fl. = sq. ft.x$300.00 = $ x$I8.00/$I,000.00= $ 2°d Fl. = sq. ft x$300.00 = $ x$I8.00/$I'000.00= $ Y Fl. = sq. E x $300.00= $ x$I8.00/$I,000.00 = $ 41,Fl. = sq. ft.x$300.00= $ x$I8.00/$I,000.00= $ Total Sq.Ft. _ sq. ft. Total Cost= $ Total B.P.Fee= $ Total Amount Paid= $ - Total Amount Due = $ Date: Signed Village of Rye Brook ML ve MR ends FB SE Architectural Review Board Meeting AC AD Wednesday,May 21,2025 at 7:30 PM Village Hall,938 King Street IT\1 SF 1. ITEMS: 1.1. ARB25-053 (Consent Agenda) 16 Lyon Street Corp 16 Lyon Street Rooftop solar array 1.2. ARB25-054(Consent Agenda) Patricia Walker 454 North Ridge Street Rooftop solar array. 1.3. ARB25-055 (Consent Agenda) Rodrigo Toller&Luciana Toller 68 Country Ridge Drive 4'high black aluminum fence and gates. Consent Agenda Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.4. ARB25-056 Brian Jaccoma&Sharon Jaccoma 19 Birch Lane Rear elevation change,remove door and add window. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.5. ARB25-057 Howard Miller&Melissa Miller 4 Rock Ridge Drive Expand driveway and widen parking area in front yard,remove steps at driveway and reconfigure entry steps with retaining wall. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 1 of 3 Architectural Review Board May 21,2025 1.6. ARB25-058 Kevin Miller&Emily Miller 123 North Ridge Street Second story addition,new front porch,new rear deck,new fence and gates. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.7. ARB25-059 (Amendment to Approved Plans) Scott Schwartz&Stacy Schwartz 35 Meadowlark Road Driveway re-configuration. r Approvals: Motion 1'_127) Second 1"9 Abstention Aye; 4j Nay; _ Adjournment; Notes 1.8. ARB25-060(Amendment to Approved Plans) Kenneth Gerchick&Amy Bernstein-Gerchick 3 Mohegan Lane Side and rear window elevation changes. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.9. ARB25-061 Evan Einstein&Rebecca Einstein(Contract Vendee) 5 Country Ridge Circle Side elevation change,new window. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 2 of 3 Architectural Review Board May 21,2025 1.10. ARB25-062 Feliz Diaz&Jocelyn Diaz 10 Maple Court Attached garage and mudroom addition. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.11. ARB25-063 Adam Capon&Judy Capon 23 Lawridge Drive Replace roofed front entrance and steps. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.12. ARB25-064 Joseph D'Ambrosio&Pamela D'Ambrosio 34 Talcott Road Replace rear deck and balcony. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.13. ARB25-065 David Feldman&Courney Feldman 22 Meadowlark Road Demolish existing pergola and patio,construct new bluestone patio. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes NEXT MEETING: June 18,2025 Page 3 of 3 yE d Village of Rye Brook ML ,/ MR Agend FB 4 SE Architectural Review Board Meeting AC ✓7 AD W Wednesday,October 16,2024 at 7:30 PM Q Village Hall,938 King Street JM SF �j 1. ITEMS: 1.1. ARB24-114(Consent Agenda) Daniel O'Keeffe&Denise O'Keeffe 19 Wilton Road Rooftop solar array. 1.2. ARB24-115 (Consent Agenda) Brian Downey-Zayas&Eileen McDonald 97 Country Ridge Drive 4'high black chain link fence and 4'black aluminum fence&gates. 1.3. ARB24-116 (Consent Agenda) Kaloyan Lazarov&Masako Okudaira 215 Betsy Brown Road Rooftop solar array. 1.4. ARB24-117 (Consent Agenda) Christopher Baildon&Tamzin Manning 72 Valley Terrace 6'high white vinyl fence and gate,4'high black chain link fence. t ARB24-118 (Consent Agenda) Sharon Kane 1 Edgewood Drive 4'high black chain link fence and 4'black aluminum fence&gates. 1.6. ARB24-119 (Consent Agenda) Edwin Gonzalez-Roncancio&Stacy Gonzalez 9 Charles Lane 6'high white vinyl fence and gates. 1.7. ARB24-120 (Consent Agenda) Joseph Feisel&Liana Diamond 9 Boxwood Place Rooftop solar array. 1.8. ARB24-121 (Consent Agenda) Robert Promisel&Susan Promisel 10 Meadowlark Road Rooftop solar array. Page 1 of 3 r Architectural Review Board October 16,2024 Consent Agenda Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.9. ARB24-122 Megan Tyre 1 Berkley Lane Rear one story addition&rear deck on piers. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.10. ARB24-123 Michael Fisher&Jaclyn Fisher 108 Country Ridge Drive Window and Door changes. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.11. ARB24-124 Renato Ochoa&Cynthia Ochoa 8 Maple Court Legalize replacement of existing patio and walkways with pavers, new shed on concrete pad. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 2 of 3 ' Architectural Review Board October 16,2024 1.12. ARB24-125 Howard Miller&Melissa Miller 4 Rock Ridge Drive Enclose part of front porch,widen driveway and new retaining wall. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.13. ARB24-126 Scott Schwartz&Stacy Schwartz 35 Meadowlark Road Second story addition,one story garage addition,new front porch,and new rear deck. Approvals: Motion Second_Abstention Aye; S Nay;�t Adjournment; Notes T l fit' S MNL k. j 1.14. ARB24-127 Matthew Wiener&Erica Wiener 18 Boxwood Place Enlarge deck,new pergola,built in BBQ,window and door changes. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes NEXT MEETING: November 20,2024 Page 3 of 3 • () Village of Rye Brook ML MR O� yAgend FB SE Architectural Review Board Meeting AC AD Wednesday,March 19,2025 at 7:30 PM Village Hall,938 King Street JM SF 1. ITEMS: 1.1. ARB25-015 (Consent Agenda) Max Woltshock&Amanda Chiu 67 Rock Ridge Drive 5'high aluminum and chain link fences&gates. 1.2. ARB25-016(Consent Agenda) Frank Gabriel&Danna Gabriel 432 North Ridge Street Rooftop solar array. 1.3. ARB25-017 (Consent Agenda) Janine Hannon 20 Country Ridge Circle 5'high white vinyl fence and gate. 1.4. ARB25-018(Consent Agenda) Mark Bronzo&Meredith Bronzo 8 BelleFair Road 5'high cedar fence with black welded wire and gates. 1.5. ARB25-019 (Consent Agenda) Michael Fisher&Jaclyn Fisher 108 Country Ridge Drive 4'high black aluminum fence and gates. Consent Agenda Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 1 of 4 Architectural Review Board March 19,2025 1.6. ARB25-020 Thomas Tempesta&Jeannine Tempesta 29 Brook Lane 2nd story dormer addition. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.7. ARB25-021 (Amendment to Approved Plans) Vivian Nolan&Sonia Patel 4 Maple Court Construct second floor addition and new balcony. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.8. ARB25-022 Vivian Nolan&Sonia Patel 4 Maple Court In-ground swinuning pool. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.9. ARB25-023 (Amendment to Approved Plans) Scott Schwartz&Stacy Schwartz 35 Meadowlark Road Siding,stone and roof material changes. Approvals: Motion Second Abstention Aye; Nay; _ Adjournment; Notes Page 2 of 4 Architectural Review Board March 19,2025 1.10. ARB25-024 Washington Park Plaza Associates LLC 259,261,263,265 South Ridge Street New signs, "Rye Brook Wine&Spirit Shop",Villa Rustica Trattoria", "salon la bottega"&"Rye Ridge Cleaners". Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.11. ARB25-025 Win Ridge Realty LLC 14B Rye Ridge Plaza New awnings,"AAA" Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.12. ARB25-026 Michael Chiappini&Joanne Chiappini 10 Paddock Road Rear yard paver patio,steps to landing and gas fire pit. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.13. ARB25-027 Easwaran Nambudiri&Draupat Nambudiri 9 Castle View Court Window changes. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 3 of 4 • Architectural Review Board March 19,2025 1.14. ARB25-028 Eric Steinert&Caryn Steinert 24 Meadowlark Road Front porch roof extension,siding and roof changes. Approvals: Motion Second Abstention Aye; Nay; Adjournment, Notes 1.15. ARB25-029 Corey Shulman&Lindsay Shulman 40 Meadowlark Road Facade,windows,siding and roof material changes. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.16. ARB25-030 Daniel Fix&Glenna Fix 7 Oriole Place Demo screened porch,construct new deck and interior alterations. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes NEXT MEETING: April 16, 2025 Page 4 of 4 JOHN G. SCARLATO JR. ARCHITECT 33 Byram Hill Road Armonk, N.Y. 10504 Phone: (914) 273-7350 Fax: (914) 273-9222 JGSCARLATO@GMAIL.COM October 16, 2024 Building Department Village of Rye Brook 938 King Street Rye Brook,NY 10573 RE: 35 Meadowlark Road Colors and finishes Siding Hardie Artic White Clapboard Siding Hardie Pearl Gray Batt and Board siding Trim Azak or Equal composite White Columns WhiteAazak Roof shingle Timberline 40 year Pewter color Deck Flooring Timber tech Weathered Oak Railing White timber tech premiere white composite Porch floor Blue stone Stucco paint Gray to match house gray color Windows Black Light fixtures Black Hurley Black Modern wall sconce Close X Hurley Black Modern Indoor/Outdoor 1- Light Wall Sconce by Globe Electric Shop This Look s y Product Images iI 1 Hover Image to Zoom { D E C E ME Ps OCT 17 2024 ! '1 JOHN G. SCARLATO JR. VILLAGE OF RyFn , � ARCHITECT BUILDING DEPAR ;�T 33 Byram Hill Road Armonk, N.Y. 10504 Phone: (914) 273-7350 Fax: (914) 273-9222 JGSCARLATO@GMAIL.COM October 16, 2024 Steven Fews Building Inspector Village of Rye Brook 938 King Street Rye Brook,NY 10573 Dear Building Department : RE: 35 Meadowlark Road Enclosed are one 24 x 36 and 11 x 17 copies and disc of the revised drawings from the last Architectural review meeting. If you have any questions or need anything else, please give me a call. Thank you for your help. Sincerely, Jo G. Scarlato Jr. H MUM -------- ---------- ! 11 ! I I , i �I , I i �p S" �7 II I II I II I II I LJ > 0 F9 LLJ L-Li LLJ C) -II ( I iFR g LL) CD < T-1 vvi Ail U: -v - '', r 3 '�'.• 1, •�� �� � �.•, r �7 r� Tara Orlando From: Michal Nowak Sent: Wednesday,October 2,2024 11:50 AM To: Tara Orlando Subject: FW:Scott Schwartz blue prints See below From:John G. Scarlato,Jr. <jgscarlato@gmail.com> Sent: Wednesday, October 2, 2024 11:43 AM To: Michal Nowak<MNowak@ryebrookny.gov> Subject: Fwd: Scott Schwartz blue prints See email below . I still need to respond to it . Best Regards, John John G. Scarlato,Jr.,Architect 33 Byram Hill Road Armonk, New York 10504 0: (914) 273-7350 jgscarlato@gmail.com www.scarlatoarchitects.com Begin forwarded message: From: Scott Schwartz<scottschwartzll@gmail.com> Date: October 2, 2024 at 10:46:40 AM EDT To: KM Encroachments North <KMEncroachmentsNorth@kindermorgan.com>, Stacy Schwartz <stacyschwartz44@gmail.com> Cc: "John G. Scarlato,Jr."<jgscarlato@gmail.com> Subject: Re:Scott Schwartz blue prints Hi David.Thanks for the swift response. I have forwarded this along to my architect, and he will answer these questions and CC me. I can answer some of them though, see below. Dr. Scott Schwartz D.D.S. On Wed, Oct 2, 2024 at 7:04 AM KM Encroachments North <KMEncroachmentsNorth@kindermorgan.com>wrote: Mr. Schwartz, i Thank you for sending the plans for 35 Meadowlark Rd in Rye Brook, NY. Based on these plans I have a few questions and comments. • How was the location of the pipeline and easement established on your plans? Did we mark out the pipeline and easement? If we didn't mark them out please contact our Damage Prevention Supervisor Mr. David Werner at 724-841-6061 he is also cc'd on this email. CCing my architect for this answer. • Is the concrete wall, patio,fence, crushed rubber play area and stoop existing? If not these items will need to be moved off the easement area. These are still existing and haven't changed • It appears that footers or stairs off the proposed deck will be in the easement area.This will need to be moved off the easement area. Looking at the blueprint again, it looks like it is not on the easement at all. Please confirm. • No portion of the proposed garage will be allowed within the easement area.This includes foundation,footers,footer drains etc. OK • Will the new driveway be installed before the existing driveway is removed?The plan is not to install the new driveway before the existing one is removed. We will need places for equipment etc. • Do you have a landscaping plan? None at this time,there are a couple smaller trees along the driveway area that will be removed though, and we may be planning to extend the current fence to surround the new grass where the current driveway it. We would like to flatten the area of the lower part of the old driveway,closest to the house and fence that in. Can we add/remove dirt to allow for this? • The attached encroachment information form will need to be filled out and returned. This is going to be done by my architect hopefully today. Please address these questions and comment for us to continue with the review and approval process. David Wood Project MGR-Engineering SR I Office Number 860.763.6005 8 Anngina Drive I Enfield,CT 06082 TMn""*G"C1ps/i" n Company.LLC. 2 From: Diehl, Carey A<Carey Diehl@ kindermorgan.com> Sent:Tuesday, October 1, 2024 3:52 PM To: Wood, David R (David)<David Wood@kindermorgan.com> Cc: KM Encroachments North <KMEncroachmentsNorth@kindermorgan.com>; Raleigh, Taylor (Contractor) <Taylor Raleigh@kindermorgan.com>;Yaniga, Colin <Colin Yaniga@kindermorgan.com>; Scott Schwartz<scottschwartzll@gmail.com> Subject: FW: Scott Schwartz blue prints David, As discussed. Thanks Carey Diehl Tennessee Gas Pipeline Company, LLC. 54 Wilson Street Hopkinton, MA 01748 Office: 508-271-8935 From:Scott Schwartz<scottschwartzll@gmail.com> Sent:Tuesday, October 1, 2024 3:33 PM To: Diehl, Carey A<Carey Diehl@ kindermorgan.com> Subject: Scott Schwartz blue prints [You don't often get email from scottschwartzll@gmail.com. Learn why this is important at https://aka.ms/LearnAboutSenderidentification ] [This email message was received from the Internet and came from outside of Kinder Morgan.] WARNING: EXTERNAL EMAIL: PROCEED WITH CAUTION. Do not respond,click on links or open attachments unless you recognize the sender or know the content is safe. Here are the blueprints. 3 Scott Schwartz, D.D.S. 4 f Tara Orlando From: Michal Nowak Sent: Wednesday,October 9,2024 3:16 P vI To: Tara Orlando Subject: FW:Scott Schwartz blue prints Attachments: TGP-Conditional Approval Letter-35 Meadowlark(Rye,M) - 10 8 2024.pdf Importance: High Please uploads email and attachment From:John G. Scarlato,Jr.<jgscarlato@gmail.com> Sent:Wednesday, October 9, 2024 3:15 PM To: Michal Nowak<MNowak@ryebrookny.gov> Subject: Fwd: Scott Schwartz blue prints Mike: see email below it has the no objection letter form the gas company for the project and the eament line was marked out and the survey has gone and taken the information. will get you a copy of the updated survey when we get it back from the surveyor. Best Regards, John John G. Scarlato, Jr., Architect 33 Byram Hill Road Armonk, New York 10504 O: (914) 273-7350 jgscarlato@Qmail.com www.scarlatoarchitects.com ---------- Forwarded message--------- From:Scott Schwartz<scottschwartzll@gmail.com> Date:Wed, Oct 9, 2024 at 1:58 PM Subject: Fwd: Scott Schwartz blue prints To:John G. Scarlato,Jr. <iescarlato@gmail.com>, Stacy Fuchs<stacyschwartz44@gmail.com> 1 Hi John, Here is the no objection letter from the gas company, should we be sending this to the town before tomorrow? We will be having an agreement written up once we get the new survey. The new markings were done yesterday and the surveyor came out this AM to start the new survey. Scott Schwartz, D.D.S. 105 9Yut«c�na,n help:� ---------- Forwarded message --------- From: Yaniga, Colin <Colin Yaniga@kindermorgan.com> Date: Wed, Oct 9, 2024 at 1:45 PM Subject: RE: Scott Schwartz blue prints To: Scott Schwartz<scottschwartzll@gmail.com> Cc: Wood, David R (David) <David Wood@kindermorgan.com>, KM Encroachments North <KMEncroachmentsNorth@kindermorgan.com>, Raleigh, Taylor (Contractor) <Taylor Raleigh@kindermorgan.com>, Diehl, Carey A<Carey Diehl@kindermorgan.com> Scott, Please see attached, and let me know if you have any questions. Thank You, Colin Yaniga Land and Right of Way Office: 570.746.1717 Cell: 607.259.7625 1439 Turkey Path Road I Wyalusing, PA 18853 KINDER MORGAN Delivering Energy to Improve Lives 2 From:Scott Schwartz<scottschwartzll@gmail.com> Sent:Wednesday, October 9, 2024 1:20 PM To: Diehl,Carey A<Carey Diehl@kindermorgan.com> Cc:Wood, David R(David)<David Wood@kindermorgan.com>; KM Encroachments North <KM Encroach mentsNorth@kindermorgan.com>; Yaniga, Colin <Colin Yaniga@kindermorgan.com>; Raleigh,Taylor (Contractor)<Taylor Raleigh@kindermorgan.com> Subject: Re: Scott Schwartz blue prints WARNING: EXTERNAL EMAIL: PROCEED WITH CAUTION. Wnot respon. content is saf Hi Carey, I'm just reaching out because either you or Collin had silent I me about getting the letter of no objection by tomorrows board meeting because it will be very helpful.Jose came and marked everything out as well. Can we get the letter by today? Dr.Scott Schwartz D.D.S. On Tue,Oct 1, 2024 at 3:44 PM Diehl, Carey A<Carev Diehl@kindermorgan.com>wrote: Scott, As discussed, attached is the encroachment information form that must be completed and submitted to David Wood (cc'd)to start the review process.Also attached is our Developer Handbook that explains in general what is permitted within Tennessee Gas' easement. Thank you. 3 Carey Diehl Tennessee Gas Pipeline Company, LLC. 54 Wilson Street Hopkinton, MA 01748 Office: 508-271-8935 From:Scott Schwartz<scottschwartzll@gmail.com> Sent:Tuesday, October 1, 2024 3:33 PM To: Diehl, Carey A<Carey Diehl@kindermorgan.com> Subject:Scott Schwartz blue prints [You don't often get email from scottschwartzll@gmail.com. Learn why this is important at https://aka.ms/LearnAboutSenderldentification] [This email message was received from the Internet and came from outside of Kinder Morgan.] WARNING: EXTERNAL EMAIL: PROCEED WITH CAUTION. Do not respond,click on links or open attachments unless you recognize the sender or know the content is safe. Here are the blueprints. Scott Schwartz, D.D.S. 4 a KINDERMORGAN Delivering Energy. Improving Lives. October 8,2024 Scott Schwartz 35 Meadowlark Road Rye,New York 10573 Re: Conditional Approval Letter—Proposed Work 35 Meadowlark Road Rye,New York 10573 Dear Mr. Schwartz, In response to the plans received on 9/4/2024, and attached hereto, Tennessee Gas Pipeline Company, L.L.C. ("Tennessee"), has reviewed the plans and concluded there is minimal impact to Tennessee facilities. Therefore,Tennessee grants approval of the proposed encroachment(s) and activities referenced in the preliminary design plans associated with above noted work provided the following stipulations are adhered to: for any activity within twenty-five feet (25') of the Tennessee easement ("Easement")area. • Receipt of revised plan(s) which correctly depicts Tennessee's seventy-five foot (75') easement across the property in question. • Fully executed Encroachment Agreement which will cover the proposed"new"Encroachment(s), as well as any and all existing Encroachments. • Adherence to New York 811 guidelines. • Landowner shall provide Tennessee notification at least seven(7)days prior to any activity within twenty-five feet (25') of the Tennessee easement (`Basement") area. Landowner, Developer, Contractor and/or Subcontractor must call Tennessee's Mr. David Werner at 724-841-6061. He will have someone standby when work is occurring on or near the easement areas and discuss your time frame for construction activities so we can be on site as work progresses. Tennessee greatly appreciates your time, and attention to this matter, and please do not hesitate to contact me at(607)259-7625,or by e-mail at colin yanigaAkindermor an�com should any questions arise. Yours Sincerely, c Colin Yaniga Land and Right of Way Kinder Morgan, Inc. rl KINDERMORGAN Delivering Energy. Improving Lives. Tennessee Contact Sheet Name Dept. Email Phone Yaniga,Colin Land and Right of Colin_Yaniga@kindermorgan.com (607)259-7625 Way Wood,David PM/Engineering KMEncroachmentsNorth@kindermorgan.com (860)763-6005 Werner,David Damage Prevention David_Werner@kindermorgan.com (724)841-6061 Kovaleski,David Operations David_Kovaleski@kindermorgan.com (570)222-3153 ext.40290 ENCROACHMENT AGREEMENT Tract: NY HQ 270 County:Westchester State: New York 44 THIS AGREEMENT is made and entered into this - O, day of Alord 2020 by and between TENNESSEE GAS PIPELINE COMPANY, L.L.C., a Delaware limited liability company (the"Company"),with an office at 8 Anngina Drive, Enfield, CT 06082,and Matthew Bergtraum & Randi Abramson-Bergtraum (the'Owner')whose address is 35 Meadowlark Road Rye Brook, NY 10573. Company and Owner may be individually referred to in this Agreement as a"Party"and collectively as the "Parties". WHEREAS, Tennessee Gas Transmission Company entered into an Indenture (the "Company Easement"), executed on July 13, 1961, and recorded in Book 6157 at Page 292 in the land records of the Westchester County Clerk's Office,Westchester County, New York, WHEREAS, Company is successor to Tennessee Gas Transmission Company and the above-referenced Indenture,and; WHEREAS, Company operates certain pipeline and pipeline related facilities (the "Company Facilities") under,upon,over,through and across the Company Easement,and; WHEREAS, Owner owns all or a portion of the property (the "Parcel"),which is subject to the Company Easement, described as follows:All that certain land as evidenced by Deed,dated August 11, 2010 being control # 502023035 recorded in the Westchester County Clerk's O e, We chester County, State of New York and; more- -Fully d�r-1 W to ScFi�ULE �a �t Ilk; WHEREAS, Company is hereby willing, at the request of Owner, to allow Owner to own, operate, maintain, use and remove, at Owner's sole risk and expense a, retaining wall with fence,stone patio, stone steps, shrubbery, landscaping and a corner of Owners dwelling (the "Encroachment") currently existing within the easement area. Company shall have the right to remove the retaining wall, stone patio with fence, stone steps shrubbery, landscaping and a corner of Owners dwelling should the removal be required to exercise its rights as granted within the Indenture referenced herein and shall not be liable for any damages as a result of said removal. The Company shall not be liable for any damage, negligent or not, to said retaining wall with fence, stone patio, stone steps,shrubbery, landscaping and a corner of Owners dwelling within said easement area. The encroachment cannot be altered or enlarged on the Parcel within the Company Easement at the location or locations generally designated in Exhibit"A"attached hereto and made a part hereof. NOW,THEREFORE in consideration of the mutual covenants herein stated, Company and Owner agree as follows: 7. Company agrees to allow the construction, ownership, operation, maintenance, usage and removal of the Encroachment within the Company Easement, but only insofar as the Encroachment affects the Company Easement within the Parcel. The permission granted herein is limited exclusively to the Encroachment. 2. Except as specifically set forth in Exhibit"A", a. Owner shall construct,own,operate, maintain, use and remove the Encroachment in accordance with Company's O&M Procedure 204 OM200-29 titled"Guidelines for Design and Construction near Kinder Morgan Operated Facilities", herein incorporated by reference. b. A Company representative shall be on-site to monitor any construction activities within twenty-five(25)feet of Company Facilities. Owner shall notify Company's Damage Prevention Manager at 413-786-1933 at least seventy-two (72)hours prior to commencing any construction activities.The Company acknowledges Owner's notification requirements shall apply to future construction. c. Owner shall not reduce the depth of cover on, or permit such alteration anywhere on, or alter the drainage of the Company Easement without Company's prior written consent, which Company may withhold or condition in its sole discretion. Owner shall be solely responsible for, and shall bear the expense of repairs attributable to, in Company's sole opinion exercised in a commercially reasonable manner, any loss of subjacent or lateral support to the Company Easement and/or Company Facilities caused by the Encroachment. d. Owner shall not construct any permanent structure, building, or obstruction within the Company Easement, other than the above-referenced authorized Encroachment, without Company's prior written consent,which Company may withhold or condition in its sole discretion. e. Owner shall not plant shrubs or trees within the Company Easement, other than the above- referenced Encroachment, without Company's prior written consent, which Company may withhold or condition in its sole discretion. f. Owner shall not operate or permit the operation of any heavy equipment an the Company Easement without Company's prior written consent, which Company may withhold or condition in its sole discretion. Heavy equipment shall only be allowed to cross Company Facilities at locations designated by Company. Owner shall comply with all precautionary measures required by Company to protect Company Facilities and the Company Easement. g. Owner shall not replace or modify the Encroachment without Company's prior written consent, which Company may withhold or condition in its sole discretion. 3. Owner shall be solely responsible for the construction, ownership, operation, maintenance, use, and removal of the Encroachment and for any and all expenses incurred by Company and/or damage to Company Facilities and/or the Company Easement as a result, in Company's sole opinion, of Owner's exercise of its rights under this Agreement, provided, however,that the Company shall act in a commercially reasonable manner to minimize such expenses or disturbance of the improvements. Owner shall, upon demand by Company, reimburse Company fully for any such expense or damage. Owner agrees to indemnify and hold harmless Company, its parent, affiliates, agents, employees, contractors, and subcontractors and their respective successors and assigns (individually and collectively, the"Company Indemnitees"), against any claim, demand, loss, cost, liability, expense,or cause of action of any party (including, but not limited to reasonable attorney's fees) in any way arising from or related to (1) the existence of the Encroachment, (2) Owners exercise of its rights under this Agreement, (3)Owner's breach of its obligations under this Agreement, or(4)any cause of action resulting from damage to Company Facilities or the Company Easement by Owner, its parent, affiliates,agents, employees,contractors or subcontractors, or their respective heirs, successors and assigns, except where such loss, cost, liability, or expense was caused by the negligence of Company or its employees, agents, invitees or licensees. Owner's indemnity obligations will survive the termination of this Agreement for any reason. 4. Should Company's construction, reconstruction, operation, maintenance, alteration, repair, replacement, removal, addition, or changing the size of any of its Company Facilities within the Company Easement in any way, shape, manner, or form, in Company's sole opinion exercised in a commercially reasonable manner, affect, damage, or cause to be removed the Encroachment, or any portion thereof, Owner agrees to bear all costs to repair or replace the Encroachment, including any costs and expenses associated with the loss of the use of the Encroachment as a result of Company's activities. Owner agrees to indemnify and hold the Company Indemnitees harmless from any and all damages to the Encroachment. Owner's indemnity obligations under this Agreement will survive the termination of this Agreement for any reason. 5. In the event Company shall, at any time, desire or be required to construct, reconstruct or alter the grade or location of its pipeline(s) or other facility upon the Company Easement; or in the event Company shall, at any time, desire to construct additional pipelines, appurtenances or other facilities upon the Company Easement; and if, in the judgment of Company, it is necessary that the Encroachment shall be relocated or altered in any way;or if for any other reason, Company deems it necessary for Owner to relocate or alter the Encroachment, Company shall notify Owner of the necessity for such relocation and use reasonable efforts to minimize the distance of said relocation and Owner shall alter or relocate the Encroachment, at its sole cost and expense, within thirty (30) days of receipt of said notification, as shall be deemed necessary in the judgment of Company exercised in a commercially reasonable manner. In the event of such alteration or relocation, Owner agrees to restore the Company Easement as nearly as practicable to its original condition. If Owner shall fail to comply with any such request of Company to alter or relocate the Encroachment, Company shall have the right to alter or relocate the Encroachment at Owner's sole risk and expense. G. Should Owner remove the Encroachment, in its entirety, from the Company Easement for a term of one hundred twenty(120)consecutive days, this Agreement shall be deemed null and void. 7. Should Owner fail to adhere to the provisions of this Agreement, Company may have no adequate remedy at law and Owner agrees that monetary damages may not be sufficient. Owner, therefore, consents to Company seeking injunctive relief or an emergency order to enforce the provisions, or prevent breach of,this Agreement without the necessity to post a bond. a. Nothing contained herein shall be deemed to constitute any warranty or representation by Company as to its authority to permit the Encroachment upon the Parcel as proposed by Owner, except regarding Company's rights as set forth in the Company Easement that may restrict the Encroachment. 9. if any part, term or provision of this Agreement is, by a court of competent jurisdiction or regulatory authority having jurisdiction over the Parcel, held to be illegal, void or unenforceable, or to be in conflict with the law of the state which the Parcel lies, the validity of the remaining provisions or portion hereof shall not be affected, and the rights and obligations of the Parties shall be construed and enforced as if this Agreement did not contain the particular part, term, or provision held to be invalid. 10. Except as specifically herein described, all of the terms and conditions of the Company Easement shall remain in full force and effect, except that the Company agrees it will repair the driveway in the exercise of its rights hereunder. 11. The terms and conditions of this Agreement shall be binding on the Parties hereto, their heirs, successors and assigns. 12. After the execution and recording of this Agreement in the Westchester County Clerk's Office, the Company agrees to release the Notice of Encroachment as recorded in the Westchester County Clerk's Office as Control No. 572073079_ IN WITNESS WHEREOF, the Parties hereunto subscribed their names as of the date first above written. WITNESS OWNER MattheW-B rgtraum Randi Abramson-Bergtraum TENNES G S PIPELINE COMPANY,L.L.C. D g Attorney In Fact ACKNOWLEDGMENT STATE OF NEW YORK § COUNTY OF WESTCHESTER § On the 4-5day of I"J in the year 2020,before me,the undersigned,personally appeared Mattheyy} ergtraum and Randi Abrahamson-Bergtraum,personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted,executed the Instrument. Notary Public \ Sig r and office llndh idual taking acknowledgement ^ RANDIS PATSRNO — Notary Public,State of New York No.02PA6117023 Qualified in New York of Commission 8xpires October 12,20 ACKN EDGMENT / STATE OF TEXA § / COUNTY OF H RRIS § On the Z y of)!#�in the yeafZoZy efore me personalty c e Daniel G.Gredvio to me/nown,who, being by m duly sworn, did depose and ay that he/sheAhey/r ide(s) In P ; that helshe/they is(ar the (president or oth r officer of director or alto y in fact duly appointed of the Tennessee Gas Pi line Company, L.L. . the corporation describe in and which execute the above instrument; that h /she/they signed his er/their names(s) thereto b like authority of the bo d of directors of said corpora§ n. Sign and and offidividual taking ackno edgement ,,P lilt/ ,?�f1Y PVS� CHARLES RICNAROSON ',r"Notary Public, State of Texas COMM.Expires 02.10.2023 j Notary ID 6337911 I STATE OF TEXAS ) ss: COUNTY OF HARRIS ) r i-\, On the I_ day of October in the year 2020 before me,the undersigned, personally appeared, Daniel G. Gredvig, personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s) is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity (ies),and that by his/her/their signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s) acted, executed the instrument in the State of Texas, Harris County. �,%,¢YPve ice' JUCITH DIGREGOR10 Notary Public =P :Notary Public, State of Texas Comm.Expires 10-23.2024 �'ra°oo,"" Notary ID 129175989 35 Meadowlark Rd. ID: 129.84-1 -5 (Rye Brook ) z pii'ry R G 'vx S n jkPS ?J I7K I JaV f2.�'VtflA�j A�L 0 •ri•.q i �r�x. l s,UOP n •i I i 1 N6f10 5(.+L9, April 14,2020 0 20 40 80 1:500 ft Tax parcel data was provided by local municipality. This map is generated as a public service to Westchester COUfIt GAS Westchester County residents for general information and planning purposes only,and should not be N y relied upon as a sale informational source.The County of Westchester hereby disclaims any liability GLSno ,� from Uie use of this GIS mapping system by any person or entlty.'fax parcel boundarios represent approximate property Ilse Location and should NOT be interpreted as or used in lieu of a survey or http.,Ilgiswww.westchostergov.com (Nfice Building boundary description. Property descriptions must be obtained from surveys or deeds. For 14a Martkm Off"Aven,i Rm 214 more information please contact Local municipality assessor's office. White Plains.New York 10601 SCHEDULE 6(Legal Description) Title No.: TBT41830 ALL that certain plot,piece or parcel of land,situate,lying and being in the Village of Rye Brook,Town of Rye, County of Westchester,and State of New York,shown as Lot Number 27 in Block A, on a certain map entitled "Subdivision Map, Section 4, Meadowlark", filed in the Westchester County Clerk's Office, Division of Land Records,as Map No. 13334,which lot is more particularly described,according to said map as follows: BEGINNING at a point in the southwesterly fine of Meadowlark Road,where the same is intersected by the southerly line of said lot,which point is distant 486.58 feet as measured northerly along said line of Meadowlark Road, from the northerly end of a curve(radius 30 feet, central angle 90 degrees 07 minutes 50 seconds, Arc 47.19 feet)connecting said line of Meadowlark Road with Oriole Place; RUNNING THENCE along said line of said lot and along the northerly line of land now or formerly of Raakel Lindroth, North 85 degrees 11 minutes 50 seconds West,285.38 feet to the dividing line between Lots 27 and 28 in Block A; RUNNING THENCE along said last dividing line, North 36 degrees 50 minutes 00 seconds East,207.96 feet to said line of Meadowlark Road; RUNNING THENCE along said line of Meadowlark Road,South 47 degrees 01 minutes 40 seconds East, 143.68 feet and southeasterly, on a curve to the right(radius 189.40 feet, central angle 32 degrees 55 minutes 00 seconds)for an arc length of 108.81 feet to the point or place of BEGINNING. The policy to be issued under this report will insure the title to such buildings and FOR improvements erected on the premises which by law constitute real property. CONVEYANCING ONLY TOGETHER with all the right, title and interest of the party of the first part, of, in and to the land lying in the street in front of and adjoining said premises. Schedule A-Legal Description 1 of'i TBT41830 W C. P. C. Farm, V,,. 17 Cor—ciun. 01—De439 � 3t3169 .' -386 f)t5 3bibfltturr, made the A- da in the veer nineteen hundred and thirty-one, �3ettUCtn WAL REALTY & DEVELOP-E-ZI COi-TPOR!TION, party of the first part. 1 :1110 the County of c5tdjr5ter, a tw.tnicipal c srporation of the State of \ew Turk. jparty of the second part: i �itneg�et j that the said party of the first part,in consideration of THIRTY-THREE THQUS M .FOUR .HUNDRED.NINETY-.SEVEN AM. .�Q/IQQ-Dollars lawful ntonev of the United States,paid bv the part•of the second part,does hereby grant and re- lease onto khe said party of the second part,its successors aml assigns forever, II that certain plot , piece or parcel of land situate,lying and being in the .. Town I of Rye, County of Westches!er and State of New York.known and distinguished as Parcel No. 4, Sheet :'o. 25-A,. of map entitled---: "Westchester County Park Commission Map of Lands to be Acquired for the Hutchinson River Parkray, Westchester County, N. Y."., The above premises are more particularly bounded and described as follows: BEGINNING at a point in the division line between lands of the ITal Realty & Development Corporation herein described end lands now or formerly of the tip. A. Cook Estate, said point being distant South- easterly along said division line 200.00 feet from the Easterly line of Ridge Street, said point being the most Northerly point of the parcel herein described; thence from said point of beginning, partly along said lends of said Estate, being Parcel 3 of the aforesaid Sheet 25-A, and partly along other lands now or formerly of said Estate, South 360 49' 10" East 590.45 feet to other lands now or for- merly of the :gal Realty & Development Corporation; thence along said other lands of said Corporation, the following courses and distances: ; I South 260 19' 03" West 470.20 feet; South 370 00' 50" West 204.91 i I feet, on a curve to the right with a radius of 700.00 feet, tangent i to the last described course and running in a Westerly direction a distance of 729.54 feet; North 830 161 20" West 509.44 feet to the i aforesaid Easterly line of Ridge Street; thence following said Easterly line of Ridge Street, the following courses and distances: North 210 44' 00" East 94.39 feet; north 3L.0 05' 00" East 150.10 feet, North 200 53' 00" East 38.30 feet; North 390 05' 20" East 50.74 feet; ) ' North 360 52' 40" East 51.16 feet; North 350 37' 00" East 51.62 feet to still other lands now or formerly of the Wal Reelty & Development i Corporation; thence along said other lands of said Corporation, the following courses and distances: on a curve to the left with a radius of 67.45 feet, tangent to the last described course and running in a Southerly direction a distance of 124.71 feet; on a curve to the left with a radials of 604.67 feet and running in an Easterly direction a distance of 356.61 feet, on a curve to the left with a radius of 646.92 feet and running in a Northeasterly direction a distance of 489.43 feet, on a curve to the left with a radius of 725.41 feet and running in a Northeasterly direction a distance of 450.02 feet, on a curve to the left with a radius of 479.01 feet tangent to the first described course and running in a Northerly direction a distance of 383.41 feet to the first mentioned lands of the 'Mr_ W. Cook Estate at the point or place of beginning. Containing in all an area of i St1�QIS�id =xe tsatl�i NOISVfi0dtl0D MWO'IgAaa v xiTm 7ym •uoiirj,%%a.,Loqu isig ieAS pue.Cep ay1 paxlj;e olunaJay aq of leas alviodioa sit put•olaxmp pazuoy ne.Clop iaai••yo ue Sq Jjupq sit ui pauBls aq of swasaid asay; pasnea shy ued 1sJy ayi ;o S1ieJ plus atli `;o3134m 'SS311lt� u sasitit.).id pins of ajllt ml, itiei.mm Ja.vmoi llcm lard 3s.ty'ay3 Ju.Wrd ay) `1I0I1vH0dkf00 Z1rndoIIA.'3a v 1GLTM 'IV-R pTOO et;� le41.--NJAN •s:)slwa.id plus of app aq; ;o.aaueiussu Qussaaau aagwn; .Cue am:)oid io almaaa illnl;atd isig ay iu Sited aq1 1bI0ISVH0cW00 SAldyUO m a 22 1l.L7V7-ti 79'R P Tes aqq 1eq,L—HINr1O-[ 1 •sa0ueaquntau!woai aaai ale saslwaJd l,les ayi 1ty.1.--(I?IIH.L •sasltuaad ples ayi Sofua ,Cpamb !jugs ;led puoaas ay; ;o.Cried ay ;tq1,--Qi&OO1S owts 31j1 , 13AUoa 01;gSlJ poo8 seq put aldwis as;-ui saslwaml pies ag1;o pazpi sr ued Tug agi;u SuLd ztp 'AI0IZVH0d800 jtm domTAacj T ILTM TM VTes et11- ;uq.L—LSS1J :sn►ojloj Se 1Jed puoaas ayi p.C1Jl:d pirs.ayl•yum;UeUanoa swop iJtd isig ayi jo.Cried 1110I1x1I0CM00 y10`Id0'IIAa V 7LLTM TO P!Ls ay1 (11KV •10.10Joj SU21sse put sJossa:)Jils sit 'utd puoaas otll ;o S;iud ides ayi olun sasituaid palueJ3 anoge ay;Q7OH 01 C1N, HAd1-I 01 saslwaJd plus of puu ui a.iud isJy ayi ;o Smud ayi io s=g3u pat: ;;u1sa ayi !le pue saautua;Jndde aq1 yi?K 1HH La-00 . •.asuuaad plts'2uiulvfpe Jo';o luot;u!'pasodo cd Jo pauado anuane Jo peoJ 'laaJls Sul!;o paq ay1 ttt Ju•muzuis.Cut Jo paq ay1 ui 2ui.(l puel SUB of pue to';o urd is iq ail;jo S;Jed aq1 70 115a ialul PUB aol1 `ig2p !lt Sulpniaui pUe uoaJagl sivatitaaoJdw!put s3u1pllnq ayi 411."aa� aJNo I� 'PuaT agq g172 9uTuutu ouv oq pagoa4ge quauaeoo Taad a,Fs pandgsu00 aq ' TTeus puu quauaao0 Tangaddad u eq 0q paxwpep lgadaq St qu13uaeC0 sTgy zagsauogsar, 3o 41.uno0 aq; ,To spunT sqa. pun spuaT tins uaamgaq aIITT -isapunoq uo=co eqq uT quTod 4sad3eu aqq tuoda saT9ue gg9Td qa pa.znsnem gaaj padpunq aedq� Jo 90MZSTP a UT741Tm do�ued�) aqq Rq paaTnbov ze43a -adeq spuaT .Stm uodn do UT do `za1sag0gsaa J0 f4unoD at4 ao pua UTadeq z0quad0 aqq 3o spueT eqq uaalsgeq auTT &r-epunoq uo=oo egq UT quTod :sazaeil aqq t1o13 seT9Un qu91d qa padnsnam gae3 padpunq aaxq; jo a0ueq -sTp a UTggT& 1pa_S9AU00 uTadaq spuaT aqq 9UTuTofpa �TageTpa=T d01uad0 aqq rSq paur.,o ".1ou sas,u@dd pats spul3T 9UTUPmaZ auq uodn do UT Pau-m -uTBTz do paggTnt,zad 'p9g0ada aq TTaiJ's "±3Ts 9ttTsTgdaepa ao paeoq UBTs 'pducq TTTq ou 1a4q 'su9Tsse pun sdossao0ns sqT 'jTasIT Mj seeasu Pun squeuaa00 `uTazau U0Tgadap-su00 aqq Jo uosaaa Aq `agoW -D' etU 1615ZMP OiY91N9 h011d1u9:!,: T _ +� �•� -�` �t_all -s0z019 66L'TT do gaoj adanbs £96`£T9 �- y STAT1 OF NEW YORV COUNTY OF r On this, , � _ . ...dar of. .. 14J before me personally camc .......... .................. ............ .. .....ttwo lnc known. who being b;;Inc duly sworp.,did delwse and say that he resides in the County of that he is the ..0 ................ of WA .i< f'..... - ,..45in:. the corporation described in and which executed the foregoing instrument.; that he knows the seal of the corporation;that the said affixed to said instrument is such corporate seal;that it was so affixed by order of the Board of Directors of said corporation and that he siLnied his nallic Eby like'or '��s ,m a ErtR'6 N� i > KLvLs County A:at"srftt ro.==r4 nl,F;CA7 r Fatpr,,Y.;ouN-.y Ct.V4 Na 602 " r cw Yoaa.:•u.r,t't-,3,E No.a•J-id3 ,,.: _92155 r.rn. _. C"'d of Rear yore. No. SERIES G 1, DANIEL E. FINN,Clerk o1 the County of New York, and also Cleric of the Supreme Court in and for said county, DO HEREDY CERTIF at said court I C t o Record,having by law a seal; that oa • '`a�1. , J.r................... ......... ...�!,.....................•................. �f 'siQiame is aubserlbed to the annexed certificate or proof of acknowledgment of the • y a»u' .6 lustrument was at the time of taking the same a NOTA25' ILIC acting to r, county.duly commissioned and sworn,and DuatlBed to a s such; that blue 1 0 the-Clerk's Orrice of the Count of New York a certt0ed ' � ��-r y Y of his aygotnt- F' 1 rp' itd buelileatlon as Notary Public for the County of...... ......... \\ ,ui Q�#Wgraph signature; that as such Notary Public,he was duty uthorized by t wp of the State of New York to protest notes; to take and certify depositions; to -- It .irrl4ter oaths and affirmations; to take affidavits and certify the acknowledgment 'arid prouf-of deeds and other written Instruments for lands, tenements and heredita- i ;ments,'to'be read in evidence or recorded In this stale; and further, that I am well j nepnstated with the handwriting of such Notary public and verily believe that his slgnatu r to such proof or acknowledgement is genuine. I IX tiSTlaS6NY WHEREOF.I have hereunto set my hand and affixed the seal of sold C in the City o New York,to the County of New York.thl s-Ie day of 193 , The foregoing itsstrument was endorsed for rec rd as follows: The property afcted by ifnis instrutneat is situate in the TOWN 01' RYE �7e County of Westchester,N.Y. A true cop of the original DEED in RECORDED Aug. 8,1931 at 10. A.Mpt request of W. T. & T. CO. FEE: 4 E7CEMpT No. 32735 ARTHUR S. MAUDLIN, Register. i r i 316 l��-(�( - _ wfMz� Og, I;have-hereunto-:set my-Iiand and affixed.:the'sea1.of-.the,said Court and- County, the 13-dey of July, 19.08 ,::. peter'J:."Dooling;: Clerk:::. The :foregoing instrument. was-endorsed ,for 'record as follower The land affected by the'withih instrument,lies 'in Tov.n of GREEBBURGH, County of Westchester, State-. of INew York. A true copy of the original Deed and- acknowledgment thereof with certificate- recorded July 23, 1908, at M, RAgister; SULLIVAN N. PINE ). AGREEMENT. See Liber 1694 op 288. -TO WILLIAM W. COOK ) M1EREAS, SULLIVAN M. PINE, of the Town of Rye, Westchester County, New York, owns property in said Town adjo;ning.prpperty owned by WILLIAM Vt. COOK, of the City, County and State of New York, (conveyed to him by .•said Pine by deed dated November 28, 1904, and recorded in the office-of-the Register of the-County of Westchester, December let, 1904-, in Liber 1694 of Deeds at page 288)-and there is',a large oak.tiee on the property of said Pine adjacent Or near r to the division line between lands of the parties hereto, and the limbs or branches y , thereof cover lands of the parties hereto, said tree being about two hundred and ?.•. tvreiity- yards from Ridge Street. AND WHEREAS, it is fdr the- mutual benefit of i the lands of-the Mrties hereto that said oak tree be -preserved and not out down:or destroyed, NOW THET�.FORE, said Sullivan M. Pine, for himself; his heirs and assigns, hereby-covenants; grants, promises and agrees-to and with- the said EJilliam W. Cook his heirs'and:assi s and.the said;Iiilliam-7..'Cook for himself, his �Z..., a $n � a a heirs and assigns, does hereby covenant, grant; -promise and`agree. to-and with.,the said-'Sullivan M. Pine, his heirs and assigns, that said tree shall remain undisturbed, and shall not be injured or-,destroyed, and that the space now or hereafter occupied by'it skiall not be interfered with by said Sullivan M. Pine*, his heirs or assigns, or by. the said'William W.- Cook, his heirs. or assigns; so long as•:said -tree shall 7 lide; •and this covenant shall run.with the lands of theparties hereto. I21. W1 IIESS-I4HEREOF;'the,said Sullivan M. Pine­and- William W-. -Cook:have hereunto-set their hands and seals, this 23rd day of June, in the year one thotusand nine hundred and eight. Signed 'sealed-and delivered in.the..presence of Mau ripe;Dillon to ;; SULLIVAN X. PINT � '^ I.L.S.) Y Sullivan:M.=Pine _ WILLIAM W. COOR (-L:S,T . - - Thomas•B..'Jomes. i STATE'OF. N31 YORK.,-COUNTY OE •-HESTCHESTER:.. SS,. 'On this: 21st day. of July., in the. year--one:-thousand-..nine hundred_and -eight,:before me .personally came: SULLIVAN M. PI-NE•AND tIILLIAM•W..' COOK,-to .me known and=knobm:tone to be.the_Andividuals described in-and_who:executed the',foregoing:instrument, and they. thereupon.severally duly acknowledged to me that-they had -exeouted ;the same. Maurice.Dillon, Notary Public, Restchester Co., N Y. 4 : 317 The foregoing instrument Was endorsed for record •as follows; •The property affected by this instrument is situate in the .Town of RYE, in.the County of Westchester, N.Y. A true copy-of the .original Agreement and•aoknwr led gment,=thereof recorded July;23, 1908, at 1.35'P. .M.:: `. Register. HARM CALLER, REF. ) D. 'of.C...-'see•liber--.14C2-op.'' 0. : .. . To MARY J. BIDSTRUP ) 'THIS-INDENTURE, made the twenty second day of•July-; in the•year one thousand nine hundred and eight.- BETIEMI .h-ARYV..MILLER" of the' City of New-Rochelle" County-of. Wdstoheeter and State of New'York, Referee, in the action;hereinafter.•Mentioned, ,of the first part,-:and HAP.Y J. BIDSTRUP, of the Town of'Bethel, County-of Fairfield; and State of Connecticut, party of the second -part. :'WHEREAS, at a Special•Term'of the Supreme-Court-of-Westchester County, held at i White Plains; N; Y., on'the 25th•-day of May, one thousand eight hundred .and ninety five, it wda•-among other things,-ordered, %adjudged andidecreed by-the said Court,•. in-a- oertain action'then pending in the,said Court; between Delia Connelly, Plain- tiff, against Annie-B. Haggerty and John J; Haggerty; her husbandry-•Theodore T. ' Mullin and Sophia Mullin, his rrife,. Patrick Mullin and Ann Mullin, *his wife, and John Connelly,-husband of .DeliaiConnelly, Defendants, THAT-all and singular I the' premibes mentioned inTthe oornplaint in said actioh, be. so-ld at^Public Auotion,- acdording .to" the course and practice "of•said Court, by or under the-direction-of the said"Riohard S. Emmet, Jr., who wad thereby appointed a Referee-in said action, 'and to whom it was'referred by-the said or.der..and judgment of the said Court, among. other -things to make such sale; that 'the said eale .be made -in-the County where•the said premises; or the -greater part thereof, are situated; that the Referee give publid notice of the time and place of such sale, according to 1aw -and the rules . and practice of said Court, and that any of.the parties 1n said action might become a purchaser or purdhasers on such sale; 'that'the said Referee, 'efter;said .sale, make thereof i repo.rt�to sa:id Court, %and after his report of.sale shall have been.duly1confirmed, then that -he execute to the purchaser or purchasers of.the said premises, or-such part or parts thereof'as should be so.sold, a good.and sufficient°deed 'or ,deede.of conveyance for the same. AND F1H REAS,-the said Referee in- pursuance• of the order and judgment of the. said Court -heretofore duly-entered, did on-the 17th day. of July, 1895,• sell`to'one Ward-Wheeler at publie•auetion 'at New Rochelle, N. Y., s the,premisee as is set forth.in 'deed of Richard S.' E±nmbt, .Jr.; to Ward Vheeler, I dated the 17.th day -_ y of , 1895, and;reoorded in the Regiatee'a • office of Aeet- i cheater-County, .in Liber. 1402 of-deeds; page 330, .AND 17HE-REAS,-the said deed i i did.not fully* and correctly describe•the property directed to be sold .and-reported,' to be'sold to the said Ward Wheeler by the said_Referee, an order of the Supreme Court of Westchester Uounty was made on the 22nd day,of"July, 190.8, in the.before mentioned action, appointing Harvey Miller-6f Now Rochelle, N. Y., Referee,'.in the 1((2 L!3 2a8—SW-"F—AA. huv�Bwwauaa,IMc.,tww Buw[Pu�tuwu[ !h�• B•.—y Dead.Ith Fun Cove .. Cor,anUon. 71 NM YO I � t Made the 13th day of July nineteen hundred and sixty-one c^ ' ,rs, ssEE GAS TRANSMLISSION COMPANY a. i a corporation organized under the laws of the State of Delaware, with its usual place of business in the Tennessee Life Building, in the City of Houston, County o£ Hargis, j State of Texas, party of the 5rst part, „ and RAAKEL LINDROTH of Yorktown Heights, County of. 'State of New-York , residing on no street number, - ;.part y of.the second parr, • lhtPg�Ptfj, that the party of the first part,in consideration of the s;:m of,Ten and 00/100 ( $10.00 ) Dollars,lawful money of the United States, and other valuable considerations fpaid by the parry of the second part, do es hereby grant and release unto the party of the of the second pan, its heirs and assigns forever, _ -That certain plot, piece or parcel of land lying and being in the Town or z Rye, Westchester County, .New York, and'being more particularly described as followsi- a Begir:iing at a point on the southeasterly boundary of-land belonging to Westchester County Park Commission, said point being described as follows: Starting at a point on the easterly side of Ridge Street, said point being formed by the intersection of the easterly side of Ridge Street with the division Line between land of Westchester County Park Commission and land now or formerly of Harry Kaplan, et al, running thence easterly and along the southerly boundary of land belonging to_Westchester County Park Coaanission, South 83°, 27 min. .10 sec. East, 454.00 feet to a point of S curve, and on a curve to the left with a radius of 700.00 feet a distance of 494.83 feet,to said point of beginning from which said parcel of land is described as follows: Running southerly, easterly and northeasterly through-,land formerly of Harry Kaplan, et al, the following courses and distances,-South 10 sec. West, 75.00 feet,,South 85°, 11 min. i 50 sec'.Zast,1140'61 feet, and North 76`, 54 min. 10`-"sec. East; ,96.59 feet to land now or formerly of Mary Harkness Home•(Preebyterian Hospital);-run- ning thence northwesterly and along said land-of-Maty-Harkuess-Home '(-Pres- byterian Hospital), North 39°, 00 min. 00•-sec: West,-1152.26-feet to the- southeasterly boundary of -land now or formerly of Westchester County Park Commission;- running thence southwesterly and along said southeasterly boun- dary of land of Westchester County Park Commission the-following courses and distances.South 26°, 08 min. 10 sec. West, 470.20 feet, South 36°, 50 min. OO sec. West, 204.91 feet to a point of curve and on a curve to the right a radius of 700.00 feet a distance of 234.71 feet to the point or place of beginning. Being the same lands acquired by the party of the first part in a certain deed made by HARRY KAPLAN, JACK STEINBERG, and IRVING ISRAEL, dated June 30, 1955• U3R6157 -.Aa2`93 t II i II Said parcel to be sold is subject to the following RESERVATIONS AND PRO- VISIONS:. 1) 'An easement c:o be reserved by the party of the first part to consist of a•permanent unobstructed easement 75 feet in width and to include n the.land 50 feet on the south side of our existing pipeline and 25 feet on the north six, �� xj e�xl�A 'ned 1 of.whichcwill - vl be clearly defined lap whic` 1 i1ll The rights of the party of the first part within this ease- ment shall include the right to lay, construct, maintain, operate, alter,-repair, remove, change the size of, replace a pipeline; or 1 is pipelines (with fittings and appliances) including cathodic protec- tion equipment, for the transportation of oil; gas, petroleum prod- t ucts, or arty. other liquid gases, or substances, which can be trans- I i ported*,through a pipeline, or pipelines within this area. However, under this provision reserving to the party of the first part an ease- ment, the party of the second part shall have the right to place across and over said easement being,retained by the party of the first part, roads, streets, sidewalks and any and all utilities necessary I1 for the development of the property being conveyed, providing all in- stallations are made.in•compliance with existing regulations required f by any Governmental Agency. y I� I .2) Together with all easements or encumbrances of record may appear. ±i 3) Subject to all zoning and planning ordinances or such fact as an ac- curate survey may disclose and restrictions of record, if any, of the Town of Rye, or any County, Municipal or Government regulations. 14) Covenants and restrictions contained in a deed dated July 1, 1931, t recorded in Book 3169, Page 386. i 5) Covenants and restrictions contained in a deed recorded in Book 184.4, Page 316. 6) Covenants and restrictions contained in a deed to Tennessee Gas Transmission Company, dated June 30, 1955• i 71 i Z. i a . i = Mo g etbrr with the appurtenances and all the estate and rights of the party of the first part in and to said premises. I{ To babe anb to bo[b the premises herein granted unto the part;: of the second part, c1 its heirs and assigns forever, subject, however, to the reservations and provisions hereinabove recited. i LOAJ157 Past 294 filb the party of the first part covenants as follows: If ,gSCgt,—That the party of the first part is seized of the said premises in fee simple, and has good right to convey the same; 6fCDI1D. —That the party of the second part steall quietly enjoy the said premises; t �hICD. —Thar the said premises arc free from incumbranccs; except as above recited. i f I ` IJJI`1 f Dumb. —That the party of the first part will execute or procure any further necessary as- surance of the title to said premises; II giffl),—That the party of the first part will forever warrant the title to said premises; OiXt{J.--The grantor,in compliance with Section 13 of the Lien Law,covenants that the grantor will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and that the grantor will apply the same first to the payment of the cost of the improvement before using any part of the total II of the same for any other purpose. i in -Mbered, the party of the first part has caused its corporate sea]to be hereunto f &&zed,and these presents to be signed by its duly authorized officer the day and year first above written. I ! ✓ Jrt prrgrrtcr of: 1 . ATMST: 'al �� TENNESSEE GAS TRANSFQSSION CO ANY 1 Beertart By_...........:............................................. .................. ... -- W. C. McGee, Tr., President of 1 �, �.�-•'n, 1 =v Tennessee Gas Pipeline Company, a Division of Tennessee Gas Transtttissior. •��',4•. ,�;Sapp� CoutPanY f W-1-9a—w- r 1 - ua�rti15'i PALL l} I, G. P. Thompson , do hereby certify that I am the duly elected, qualified and acting Assistant Secretary of Tennessee Gas Transmission Company, a Delaware corporation, and that as such, have the custody of the corporate records and sea of said Comrany; that attached 'hereto are true and correct copies of certain resolutions duly adopted at a meeting of the Board of Directors of said Compa:%y held in Houston, Texas on October 30, 1958 , as the same appear in the minute book of said Company; that these resolutions reruain in _`all force and- cf"*cct as of the date hereof and have not been amended, repealed, rescinded or changed in any way whatsoever. IN WITNESS WHEREOF the undersigned has hereunto set his hand and affixed the corporate seal of said Company, this 13th day of July , A. D. 1961 . HOC r� 41 Assistant Secretary �w r�. t 7 LIBBl)11 i FAG,296 The President, Vice Presidents, Treasurer, Secretary, Controller, Assistant Treasurers, Assistant Secretaries, and Assistant Controllers of the Divisions of Tennessee Gas Transmission Company are authorized and k empowered in the name and on behalf of Tennessee Gas Transmission Company to make, sign, execute, acknowledge and deliver contracts, agreements, obligations (other thar. bonds evidencing indebtedness) and other instru- ments and documents (including but not limited to deeds conveying title to or by this Corporation, rights-ef-way, easements, leases, assignments of leases, options and other interests in real estate), and all other documents necessary or appropriate for carrying on the ordinary and regular•business, operations and affairs of the Division to which they are appointed, and the Secretary or any Assistant Secretary of this Corporation, is authorized to attest such execution and affix the seal of Tennessee Gas Transmission Company, on any such writing or instrument for which such attestation is required or appropriate. (Adopted by the Board of Directors of Tennessee Gas Transmission Company October 30, 1958•) 1 LBEr;EiI ) PAC i2O7 state of TEXAS couutp of HARRIS ) On the 13th day of July 19 61 before me came W. C. McGee, Jr. to me known,who,being by me duly sworn,did depose and say.that he resides:l t at 3751 Merrick, Houston, Texas that he is the President of Tennessee Gas Pipeline Company, a Division of Tennessee Gas Transmission Company, the corporation described in,and which executed the foregoing instrument;that he knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal;that it was so affxed by j order of the board of Directors of said corporation;and that he signed h is name thereto by like order. ; 44- lowtary Public in an.`for• = Harris County, Teil"as:i: _ HIRAM A.MESSMCIRE Notary Public in and and for Hii Cw4ot• My Commission IaPIHt tuni 1�W �•-�' -� i CLERK'S CERTIFICATE—NOTARY PUBLIC ND 34689 STATE OF TEXAS i COUNTY OF RARRIS I.R.E.Turrentiae.Jr.,Clerk of the County Court In end for,RaMa Counts.State of Tr—the same being a; Coon of Recxrd,'tt0$EREBY CERTIFY Npt Y `✓.. �����':/ /�' //I�iMn:i�I�tst •, whose'name la subscribed b the eenifleate of the Drool or the acknowledgment or the annexed instrument,and therwn written. U. at the lime of takine ch Proof. or n rf acknoelediam a Notary Public in and for said Oeunty.duly .. and sworn. Ct and authorised bs the laws of Bald State to take the ackno.eleditteente and proofs t daada or ov,enep for land.tenements bereditamcnte in said state of Texane.And ~ o�,further• that I ma w II acquainted ith the haedwriting of eh Nutars Publie. end •,Y i//j�.y,.testis , ite..that the aixnmtum to raid Cartifieate of proof or arknowledgment I,genuine. P.r. •. '.�T'•' �IN.TESTIMONY WHEREOF.I have bil—rito set mr hand and affixed the Beal of mild ',7�G�;i•: ae'Court and Counts,the_ i _3 —day of�_.. 19`✓.L c R.E,TURRVNTINE,JR. Clark sty Cann.Hartle Counts,Texan t i rC commis ea sxeirdS2 ' 3 By l�U Deputy The —t The foregoing instrument was endorsed for record as follows: The property affected by this instrument is situate in the TOWN OF RYE County of Westchester,N.Y. A true copy of the original DSED RECORDED NOV. 6, 1961 at 11:45 AM of request of SECURITY T. & G. CO. FEE: $ 10.10 No, 41719 EDWARD L.WARREN,County Clerk. I NYHG 270 ENCROACHMENT RELEASE STATE OF NEW YORK § COUNTY OF WESTCHESTER § WHEREAS,Tennessee Gas Transmission Company entered into an Indenture, executed on July 13, 1961, and recorded in Book 6157 at Page 292 in the land records of the Westchester County Clerk's Office,Westchester County,New York, hereinafter referred to as"Right of Way"; and, WHEREAS, Tennessee Gas Pipeline Company, L.L.C., a Delaware Limited Liability Company(hereinafter sometimes referred to as TENNESSEE), 1001 Louisiana Street, Land and Right of Way, Houston,Texas 77002, is successor to Tennessee Gas Transmission Company and to the Right of Way;and WHEREAS, Matthew Bergtraum & Randi Abramson-Bergtraum, referred to as ENCROACHING PARTY, whose mailing address is 35 Meadowlark Road Rye Brook, NY 10573 is the owner of all or to parts of the lands described in the above referenced Right of Way; as evidenced by Deed, dated August 1.1, 2010 being Control NoN 502023035 recorded in the Westchester County Clerk's Office,Westchester County, State of New York and; WHEREAS, TENNESSEE and E NCRO CHING PARTY executed an Encroachment Agreement dated Aprd)Q, 202Pan 0, orded Westchester County Clerk's office s+My "�° . (referred to herein as the New Encroachment Agreement);and NOW,THEREFORE,KNOW ALL MEN BY THESE PRESENTS: In consideration of the execution of the New Encroachment Agreement, TENNESSEE hereby RELEASES the Notice of Encroachment as recorded in Westchester County Clerk's Office as Control No. 572073079. THIS DOCUMENT shall inure to the benefit of, the parties hereto, their successors and assigns and shall run with the land. NOTHING CONTAINED HEREIN shall be deemed to (i) constitute any warranty or representation by TENNESSEE as to its authority to permit future ENCROACHMENTS upon the subject real estate contemplated by ENCROACHING PARTY, except regarding TENNESSEE'S rights as set forth in the Right of Way or (ii) affect the terms of the Right of Way, which shall remain in full force and effect, except as expressly set forth in the New Encroachment Agreement. !' A�r,'1 IN WITNESS WHEREOF, this Document is executed on this the 0 of ' 2020. WITNESS TENNESSEE GAS PIPELINE COMPANY,L.L C. D vig Attorney-in-Fac ACKNOWLEDGEMENT THE STATE OF TEXAS § COUNTY OF HARRIS § On the ��ay of in the year zozz be re me personally came aniel. G. Gr o me known, who, being b me duly sworn, did epose and say that he/ e/they/ reside(s) ' 20609 he/she/diey is (are) a(president or o er officer of director or attop6ey in fact duly appo' ed) of the Tennessee G ipellne Compan L.L.C.the corporation de 'bed in and which ecuted the above ins ent; that he/sh ey signed his/her/their n es(s)thereto by like thority of the board of ' ectors of said co lion. Si and o ' e dividual taking ac owledgement 0>>lY pi� CHARLES RICHARDSON 'P�w"4�%'sNolary Public.State of Texas Comm.Expires 02.10.2023 Notary ID 6337911 STATE OF TEXAS ) )ss: COUNTY OF HARRIS ) 7i: On thet�7__ day of October in the year 2020 before me, the undersigned, personally appeared, Daniel G. Gredvig, personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is(are)subscribed to the within instrument and acknowledged to me that he/sheAhey executed the same in his/her/their capacity(ies), and that by hismer/their signature(s)on the instrument,the individual(s),or the person upon behalf of which the individuai(s)acted, executed the instrument in the State of Texas, Harris County. JUMTH DIGr7EGOW0 Notary Public :Notary Pubk,State of Texas Comm. Expires 10•23-2024 Nowy ID 129175989 New York HG 270 ACCESS RIGHT OF WAY GRANT STATE OF NEW YORK ) )SS COUNTY OF WESTCHESTER ) FOR AND 1N CONSIDERATION OF Ten and 001100's Dollars($10,00)to them in hand paid, the receipt of which is hereby 0.ddra,�. 35 MI?a�loWla!'K�hayt?,�k,NYloSjj acknowledged,Matthew Bergtraum &Randi Abramson-Bergtraumi hereinafter referred to as GRANTOR,do(es) hereby aRI rT�flrs2 gold+ s,,$A»ng�„aDry n r unto TENNESSEE GAS PIPELINE COMPANY, L.L.C., a Delaware limited liability company►hereinafter referred to as GRANTEE,its successors and assigns,the right to open,repair,maintain,improve and use a roadway,on,over and through certain lands situated in the Town of Rye Brook,Westchester County,New York,bounded and described as follows: Being those same lands described in Deed dated August 11,2010 control # 502023035, in the Westchester County Clerk's Office, Westchester County,State of New York;anal t-WM tV Ily� 6L Scr � t h SCwV`E A Said access right of way shall follow the route described in general terms as follows: Said route follows existing pipeline right of way and easement as evidenced by that certain Indenture dated July 13, 1961,recorded in the Westchester County Clerk's office in Book 6157,at Page 292. The intent of this access right of way is to allow a minimum of sixteen(16')feet of access south of the existing retaining wall with fence and stone steps so that Grantee can use commercially reasonable efforts to minimize disturbance of these improvements. It is understood and agreed that this access right of way shall not be paved or improved,does not and shall not extend generally for the use of the public,but is limited to and for the use of the said TENNESSEE GAS PIPELINE COMPANY, L.L.C.,a Delaware limited liability company,its successors and assigns,for its agents mid employees,and for persons,firms and corporations doing work for the said GRANTEE,its successors and assigns.And for the said consideration,the grantor(s)hereby waive(s)any claims for damages for the opening,repairing,maintaining,improving and using of the said access right of way or roadway provided that Grantee shall act in a commercially reasonable manner to minimize damage to the area and shall,following termination of this access right of way grant," restore same as nearly as practicable and permissible to its condition and contour existing as of the date this instrument is executed. The terms and provisions hereof shall be continuing rights and covenants running with the land and shall inure to the benefit of and be binding upon GRANTOR and GRANTEE and their respective heirs,successors,and assigns. 44-1 WITNESS the following signaturc(s)and seal(s)this �6 day of A.D.2020. _(SEAL) Matthew Bergtraum SS# _(SEAL) Randi Abram son-Bergtraum SS# SCHEDULER(Legal Description) Title No.: TBT41830 ALL that certain plot,piece or parcel of land,situate,lying and being in the Village of Rye Brook,Town of Rye, County of Westchester, and State of New York,shown as Lot Number 27 in Block A, on a certain snap entitled "Subdivision Map,Section 4, Meadowlark", filed in the Westchester County Clerk's Office, Division of Land Records, as Map No. 13334,which lot is more particularly described,according to said map as follows: BEGINNING at a point in the southwesterly line of Meadowlark Road,where the same is intersected by the southerly line of said lot,which point is distant 486.58 feet as measured northerly along said line of Meadowlark Road, from the northerly end of a curve(radius 30 feet,central angle 90 degrees 07 minutes 50 seconds,Arc 47.19 feet)connecting said line of Meadowlark Road with Oriole Place; RUNNING THENCE along said line of said lot and along the northerly line of land now or formerly of Raakei Lindroth, North 85 degrees 11 minutes 50 seconds West,285.38 feet to the dividing line between Lots 27 and 28 in Block A; RUNNING THENCE along said last dividing line, Notch 36 degrees 50 minutes 00 seconds East,207.96 feet to said line of Meadowlark Road; RUNNING THENCE along said line of(Meadowlark Road, South 47 degrees 01 minutes 40 seconds East, 143.68 feet and southeasterly, on a curve to the right(radius 189.40 feet, central angle 32 degrees 55 minutes 00 seconds)for an arc length of 108.81 feet to the point or place of BEGINNING. The policy to be Issued under this report will insure the title to such buildings and FOR improvements erected on the premises which by law constitute real property. CONVEYANCING ONLY TOGETHER with all the right, title and interest of the party of the first part, of, in and to the land lying in the street in front of and adjoining said premises. Schedule A-Legal Descdptlon 1 of 1 TBT41830 ACKNOWLEDGMENT STATE OF NEW YORK } )SS. !i_ 2020 COUNTY OF WF.9TCHESTF.R } Personally appeared Matthew Bergtraum&Randi Abramson-Bergn-aum si- r(s)and sealer(s)of the foregoing instrument, acknowledged the same to be their free act and deed,before nic, _.__...._Notary Public —____ ---- ---- -- Rendie P.Patemo My commission expires:___ NOTARY PUBLIC,STATE OF NEW YORK ittemrim No.02PA6117023 Qualified in we-subeger CamtK _ commisma Expires lollno_ ACKNOWLEDGMENT STATE OF NEW YORK § § COUNTY OF WESTCHESTER § On theS�day of ,in the year 2020,before me,the undersigned,personally appeared Matthew Serglraum and Randi Abrahamson-Bergtraum,personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/herltheir signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted,executer!the Instrument. Notary Public �.._ Sig and office p�Wiyjdual taking acknowledgement RANDIS PATERNO Notary Public,State.of New York No.02PA6117023 Qualified in New York �pmmission Expires October 12,20`;� t 'ice ' o16 IF af oil —� s' K g i qu. 11 a �•�� •Tf �" �' a �`n•• � '�, ;" •_ _ s � i le tv ., ii• s r�_ ._y f ' Kw k a _ `u -u V 0 i Y p � S F — s m a. 'T•* PERFCON-18 TTRONGONf A RU CERTIFICATE OF LIABILITY INSURANCE DATE 161202SYY' TRIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CO ACT World Insurance Associates,LLC 354 US-206 2nd Floor IA/cNNo,Em:_(973)933-1069 ,�,�973Z 347.2597 Flanders, NJ 07836 INSUREP431 AFFORDING COVERAGE NAIC 0 INSURER A:Selective Fire&Casualty Insurance Co. 14377 INSURED INSURER 11:SAIACtIVe Insurance Company of America 1 Perfection Contracting Inc. INSURER c! 1 Camre Drive INSURER0: Newton, NJ 07860 INSURER E INSVRER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS_AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INeR TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 11000,00( CLAIMS-MADE I�OCCUR S 2019252 4/12/2024 4/12/2025 DAMAGE TO RENTED 500,00( �CFC/Fe re MED EXP(Any oneperson) 15100( — PERSONAL B ADV INJURY 6 1,000,00t AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 3,000100( POLICY JECT LOC PRODUCTS-COMP/0P AGG 3,000,0011 A AUTOMOBILE LIAI N.ITY COMBINE SINGLE LIMIT 1,000,00( X ANY AUTO S 2019252 4/12/2024 4/12/2025 BODILY INJURY PerPerson) OWNEO SCHEDULED —— AUTOSONLY AUTOS BODILY INJURY Per accident H��RR���� NON-OWNED PROPERjY AMAGE AUTOSONLV AUTOS ONLY Fore nt S A X UMBRELLA LIAB X JOCCUR EACH OCCURRENCE 2,000,00( 14EXCESS LIAB CLAIMS-MADE S 2019252 4/12/2024 4112/2025 AGGREGATE _ DED RETENTION f Y 000,00( B WORKERS COMPENSATION I PER OTH• AND EMPLOYERS'LIABIUTY C7982630 4/12/2024 4112/2025 1,000,00( pµ�FICEpO�MREIMTBO�wEXRCLUDED?ECUTIVE YIN NIA E.L.EACH ACCIDENT Ill (Mandatory In NH) E.L.DISEASE-EA EMPLOYE ; 1'000,00( It yes,describe under 1,000,00( DESCRIPTION OF OPERATIONS below E.L.DISEASE•POLICY LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Rye Brook THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 9 Y ACCORDANCE WITH THE POLICY PROVISIONS. 938 King Street Rye Brook,NY 10573 -- AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and loao are registered marks of ACORD <ORK E,W Workers,E Compensation CERTIFICATE OF Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured Perfection Contracting Inc. 1 Camre Drive 973-579-0182 Newton,NJ 07860 1 C. NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York Stale,i.e.,a Wrap-Up policy) 1d.Federal Employer Identification Number of Insured or Social Security Number 222-492132 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Selective Insurance Company of America Village of Rye Brook 938 King Street Rye Brook,NY 10573 3b.Policy Number of Entity Listed in Box"1 a', WC 7982630 3c. Policy effective period 4/12/2024 to 4/12/2025 3d.The Proprietor,Partners or Executive Officers are QX included.(Only check box if all partner slofficers included) all excluded or certain partners officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Item on the INFORMATION PAGE of the workers' compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed In box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. 11 Approved by: 4,A1(�(� I =(Print name 9_horized representative or licensed agent of insurance carrier) Approved by: �Y C��J� 61��mot > U�-(Signature) (Dot Title �7 G�Telephone Number of authorized representative or licensed agent of insurance carrier /3— /yo C,?00 0 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT_ authorized to issue it. C-105.2 (9-17) www wcb.ny.gov hk- v w.> ��;.. = v� .fl♦�♦i♦'I�9,fn� �;/♦1++♦I�;n��'� ,�;,♦i+0i;�<X�s�vi, 1;+♦i'di .b ;, ( )►�,a"fit,"'':?�� N111,:!t=�. t �1�1�,:_ ,; �s,,E-:,,1�.�1..�: f� t111� ilo)� re, CN r�yy i L 7 CD As i E m U o . . f .tea. c w t r L O LO �otectionCL 41 1 {:< z Cl) c.cry J = 3 IL. to W ~ O W N O w a �y Z \ IS I r O Oco i x cc :r U N (l C h y U L) m �,<t��)! `i +•1 fr t 33,T / s�'s-�'T""+af� �-1 -�� �-S�b�-r-ter z S.x. of IV 1 4 � �; 0 ,��.�� A `�w,.♦ l�• `e(^j 9x •♦ A� ,�,�♦ ��1(a^�1.♦�1� A� �� .A - ♦ A � umem 0� ' .JJJYii1H11611�jjj111'..`�4:::"'••.R�j..;`•!bv ;a__ � O v f.. � e _ a - � -r �� ,may `�`-�-.' '-,•,r. � _�Ytr� '__' 'sue'�- '' ,"�` / AC�® ATE(MMIDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE F11/14/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT ALEX MAHER NAME: Albert Palancia Agency, Inc. PHOWC.NE (914)698-1373 [A/C No:(814)688-012s 116 Mamaroneck Avenue E-MAIL ALEX PALANCIAINSURANCE.COM Mamaroneck, NY 10543 INSURERS AFFORDING COVERAGE NAIC0 INSURER A: SELECTIVE INS CO OF AMERICA 39926 INSURED INSURERB: MERCHANTS INSURANCE GROUP 23329 NEW DIMENSION CUSTOM HOMES, LTD INSURERC: 239 ELMWOOD RD INSURERD: SOUTH SALEM, NY 10590-2207 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: 00005383-0 REVISION NUMBER: 128 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. rA TYPE OF INSURANCE ADDL�� POLICY NUMBER POLICY EFF POLICY LIMITS X COMMERCIAL GENERAL LIABILITY Y S 2637468 3/25/2024 3/25/2025 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED CLAIMS-MADE a OCCUR PREMISES Ea occurrence E 500,000 MED EXP(Any one person) $ 15,000 X Liability PERSONAL a ADV INJURY $ 11000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2.000.000 POLICY❑jE O- LOC PRODUCTS-COMP/OP AGG E 2,000,000 OTHER: S COMBINED B AUTOMOBILE LIABILITY CAP1085533 12/1712023 12h7/2024 Ea accident cciden SINGLE LIMIT y 1,000,000 ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY X AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ X AUTOS ONLY X AUTOS ONLY Per acdtlent S UMBRELLA LAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE b DED RETENTION 3 $ WORKERS COMPENSATION PER AND EMPLOYERS'LIABILITY Y/N STATUTE I I ERH ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory in NN) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT E DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if mom space's required) VILLAGE OF RYE BROOK IS INCLUDED AS ADDITIONAL INSURED WITH RESPECT TO GENERAL LIABILITY AS REQUIRED BY WRITTEN CONTRACT JOB LOCATION: 35 Meadowlark Road, Rye Brook, NY 10573 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE VILLAGE OF RYE BROOK THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. 938 KING STREET RYE BROOK, NY 10573 AUTHORIZED REPRESENTATIVE AMM ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Printed by AMM on 11'14/2024 at 10 07AM NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 0 � n A A An 271405192 ALBERT PALANCIA AGENCY INC 116 MAMARONECK AVE �� ! MAMARONECK NY 10543 iR t SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER NEW DIMENSION CUSTOM HOMES LTD VILLAGE OF RYE BROOK 239 ELMWOOD RD BUILDING DEPARTMENT SOUTH SALEM NY 10590 938 KING STREET RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W2199115-3 99075 03/25/2024 TO 03/25/2025 11/14/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2199115-3, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE SUR NCE FUND T �V DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 21474783 U-26.3 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Wednesday, April 30, 2025 9:29 AM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 04/30/2025 09:28 To: VIL RYE BROOK PRIMARY Transmitted: 04/30/2025 09:28 00003 Ticket: 04305-000-749-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 35 To: Name: MEADOWLARK RD Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: WORKING ON THE RIGHT SIDE OF THE HOUSE NearSt: ORIOLE PL & DEAD END Means of Excavation: DRILL RIG, MINI EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: 3 GEO THERMAL WELLS, AND SERVICE LINES Estimated Work Complete Date: 05/14/2025 Depth of excavation: Site dimensions: Start Date and Time: 05/05/2025 08:00 Must Start By: 05/19/2025 ------------------------------------------------------------------------------ Contact Name: RENO REMALEY Company: PERFECTION CONTRACTING Addrl: 1 CAMRE DR Addr2: City: NEWTON State: NJ Zip: 07860 Phone: 973-409-5034 Fax: Email: reno@perfectioncontracting.com Field Contact: RENO REMALEY Alt Phone: 973-409-5034 Working for: SCOTT SCHWARTZ ------------------------------------------------------------------------------ Comments: 3 WELLS 375FT DEPTH 6INX6IN, AND SERVICE LINES 6FT DEPTH 50FTX18IN Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA / WSCHSTR CONED SUEZ WTR WESTCHESTER 1 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Tuesday, April 29, 2025 3:41 PM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 04/29/2025 15:40 To: VIL RYE BROOK PRIMARY Transmitted: 04/29/2025 15:40 00002 Ticket: 04295-002-744-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 35 To: Name: MEADOWLARK RD Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: FRONT OF PROPERTY NearSt: ORIOLE PL Means of Excavation: DRILL RIG Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: WELL DRILLING Estimated Work Complete Date: 05/10/2025 Depth of excavation: 350 FEET Site dimensions: Length 50 FEET Width 50 FEET Start Date and Time: 05/02/2025 07:00 Must Start By: 05/16/2025 ------------------------------------------------------------------------------ Contact Name: JOHN OLINGER Company: J OLINGER DRILLING LLC, SUSSEX Addrl: 41 CLOVE RD Addr2: City: SUSSEX State: NJ Zip: 07461 Phone: 973-789-5197 Fax: Email:jolingerdrilling@yahoo.com Field Contact: JOHN OLINGER Alt Phone: 973-789-5197 Email:jolingerdrilling@yahoo.com Working for: HOMEOWNER ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA / WSCHSTR = CONED SUEZ WTR WESTCHESTER TEN GAS-HDS VLY VIL RYE BROOK WESTCHESTER CTY SWR i Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Monday, December 16, 2024 3:08 PM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 12/16/2024 15:07 To: VIL RYE BROOK PRIMARY Transmitted: 12/16/2024 15:07 00003 Ticket: 12164-000-933-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 35 To: Name: MEADOWLARK RD j Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: LEFT SIDE OF HOUSE NearSt: ORIOLE PL & DEAD END Means of Excavation: MINI EXCAVATOR Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: ADDITION Estimated Work Complete Date: 02/28/2025 Depth of excavation: 8 FEET Site dimensions: Length 34 FEET Width 34 FEET Start Date and Time: 12/31/2024 07:00 Must Start By: O1/15/2025 ------------------------------------------------------------------------------ Contact Name: DOMINICK IMRICH Company: NEW DIMENSION CUSTOM HOMES Addrl: 239 ELMWOOD RD Addr2: City: SOUTH SALEM State: NY Zip: 10590 Phone: 914-764-1435 Fax: Email: ndcustomhomes@optonline.net Field Contact: DOMINICK IMRICH Alt Phone: 914-403-7877 Email: ndcustomhomes@optonline.net Working for: SCHWARTZ ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA / WSCHSTR CONED SUEZ WTR WESTCHESTER TEN GAS-HDS VLY VIL RYE BROOK WESTCHESTER CTY SWR i -� cn w n�m zo r --I � V 1 o z cz-o o o,-+,•, S + + l frTl FnD= NzDozC"•' m p 0 D c o (n C N-u N -�m 0 z D O i D0NomC�O r �� rn ; r �D' CD m�r-Co Z �o�mZ� -i m;o -�Zr-`0 W T ---1 1�'-t 1 0= O m 0 0 r t o m> 1•( mzzvn �C�L . 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Or,,a01t» arL ��. 2�j.•. y� ° O ' I�t,�`� ,�- NOTE 7 DAY NOTIFICATION IS NEEDED BEFORE WORKS STARTS 40 U V +�V I -' 1 b 4 X 3a'� i z.8� �e'LA< �� j I o ���� SP'LuvTI aN Landowner shall provide Tennessee notification at least seven 7 days prior to an activi within E IS _ twenty-five feet(25)of the Tennessee easement(`Easement")area.Landowner,Developer, �C1R C 1.CO., COME L i s r N10 Nl w(w�' La t+ .s GTP4T Contractor and/or Subcontractor must call Tennessee's Mr.David Werner at 724-341- 6062.He Q �..4 3 � ��oq i �° ��(l�� will have someone standby when work is occurring on or near the easement areas acid discuss our p J Y FOR CORRECME`S 9")� d���i��.���0�'1 � � �,�' �fs,•�y �'�� � o�T time frame for constriction activities so we can be on site as work progresses. :.0:�::�'r`ILS9 FIE CONDMNS,L�ESMNJ >i� ��:�r .•.. 8 `'�n "'` �- �� ,y ?' N et ��n b (�NL �f� 6� y}Ka.•are.snrur p m Z t � � 3 OR APPUCAPTE a.ttntrtr iC LE \1 I En 14 •-X.0 n ON TA K E.," zdy / �� ' o ECTIONS NOTES 9All w J . _ NOV 1 2024 spun AMEND D RESUBMIT � R 2° K 11 pQ, ��>�!3 e ���� � y 9 o � � VILLAGE OF RYE BROOKe REFER TO REMARKS BUILDING DEPARTMENT Ale, ez r� LO6 VAM r r s-/� (E R OTC ENi(3%1N- EEK"%1NGH� � �Sp� _- ►55 � � � p I r I 938 KING ST�tEET �° 's' � � ,,64 RY E BROOK,• Y I ZI 91 930�-075&3 FAX(914) eo PH G0�\ _ ie fto. too- IlAo I°I?•39 a�,7s ,� �� M�a o�� r�ie�Ls �oa�, By .01 s 2 01.z� . _� 1111111.14 G f ---.Zi,1?. c �1.1'r`'1 T John ?L,0 Q Akuj\�._r Scarlato Jr. 3e�� '" 6119 *y Zoe. ® -t'ea> x�o o "Fo 6 Architect l �q ` .0 0o C ZOO.�� 1 Mb-Ut li �j �'�� < \� X 1✓ 8 / 3 33 Byram Hill Road `r �20d �s�� �o�•� Armonk,NY 10504 �i-T F-en s ��� � '�. Phone:(914)273-7350 �./3 ar / ,o.t.or`y oLn Ptil�� �% JGSCARLATO@GMAlL.COM A l A �( L O e D b • Il�� —. 1 1 f� � i� a � . \e P. ` e e �0�0G- r 10 ^ -le— . e • e V I��V a a ._._, , , _J. 19'� q� �./ (�:,��LIN Lo�r�n el k1Nof,- MoRGaN --r .�� ' TZ RESIDENCE $�, 104, � �\, SCHWAR C� 35 MEADOWLARK ROAD Milt RYE BROOK, N.Y. 10573 y pto �asi'� X �'- a�' o° 1��� 1 Nlb�� �f� Ae _ ADDITION AND INTERIOR �'Os• 2°s - ALTERATIONS AND 2ILI S 3g w �+� _ ao � a � '�� ��l. \� 1�a ��� 3� :A 03 Zal� RENOVATIONS � CA r 66 d N 17afig.In 4e 4 Z•I �1 1 A OF WCOPS� SNR�S � !f SITE PLAN&SITE DETAILS °��• o » P a a /V 0 2Q C I j) 1 DRAWING NO. \1 Ar (M rV4"j5AT?V#lUi?`I I✓l$Ir H I I -.s'DIDGA 3�* ISM pug _. i i '�y0 0FN • • • SEAL COAT Erosion 0 des r, T ControlPAVEMENT , -Sedimentation 1�1 A.C. A , AT •::• ':: ,..;:.•..•.. ,. •. •,...�..•:;.';'.'.:,; .,�:••::�.�:.`."• TER PRIME 00 ... �'•:. :•...'..'.:•, :::••...... :,. ...Po ..,, •.:'.. -,:: •'.r.,..�•: .. ... - ..:• .......... .. ... WITH THE WESTCHES :._.. .:... sTs SHALL BE IN COMPLIANCE W ..... .. .....:...•.. •..•. ..• ...:.•..::....,, ; ,...,....•................ •, ... '•'�`_�=.:,: '.�Y - AND EROSION CONTROL PRACTICES :': .. :'•. f.. 1 - „ .• :' UAL. . TACK COAT AT ALL SEDIMENT A BEST MANAGEMENT PRACTICES MAN n SUPPORT NET- AT F101Y W COUNTY ��� A(•,� SECTION B dr :•; ■ TYP. -. SPACED EVERY 24 AT TO PosT WOVEN WIRE TIES m { . ':!� FASTENED SECURELY TO . � R CLOTH TO BE ST FlL1ER fABRiC 4"DEPTH• FILTE TOP MEW.-. •■- O11 TE 6 'D•GSECTION TYPE AGAR£ •EM EU D•AIL�^IN ET s'c A ND MI D E no a' u Ai .r � ATE'R1 •ow. z BASE -••�-FLN TO 957c •:.•:-,,•. •.. •.:.:.•.' .. •. .:.:.. ...,... .....• ... .. .. ,_.. :••....:.•... �. ... ER THEY SHALL BE OVERLAPPEDCOMPACTED , OT ADJOIN EACHOTH 2'E-6 STEEL PICKS aR SECTIONS OF FiLTER CLOTH COUP P AR, TS, I WHEN TWO BACKFlIL 3. C 'Y•�I 2'STAK 5 E 1 T 2'TO 2' FOLDED .sr N FOL•ANC' FIRST AI<E'.T TOWARD A D D LE o i 6 EXISTIN Y IN,GROUND. B SCARSFY :.. :. FREVIOUSLY•LAID BALE :: ;.;:':.:'. ,•' ABUTTING THE ADJACENT BALES. TO SOX ROW WITH ENDS TIGHTLY ABU M ��ADE AND SHALL B E PLACED IN A R RECOMPACT '. BA LES ES ..: "''.'"•:'.::'...: ::....'.'.. •.SECTION B :.•r:.:.•'.::':,:?..;:>•;....,;....;,' '.•;::::.'•' FLOW� ":'::•e•:' secnoN A. :.:,:.- CONTROLS MEASURES SHALL BE INSTALLED PRIOR ASPHALT PAVEMENT SECTION ' 1 EROSION COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES AND SHALL BE MAINTAINED CONTRACTOR 1 NATIVE soil.:.• EFFORT MUST • :. :'' j EVERY EFF BE MADE BY THE CONTRA NOT TO SCALE ..,... •.. .. .. ...•:...,. .':�.:,_::.:.., .. ... WTas'oR YioN.eoLiNn.e L:Es PROJECT. .. ..........:. .... ... ..:••. ..:., ...,:..,.,;.... ....,. .. -.: ...., ..:.::.•.,..•.. ;,.. .. .. FOR THE D;:•::.,. :. .. :. :.,:::,•.:. .... ...:•...,, :.•PLacED.a+THE.coNToue..,. S DIMENTATION.IF AT ANY TIME :.`. •• "••• .....•,• .. ... .... ..','•: ...•:•'. :�_1 ATHS FROM E • TO COMME, :. , .. ,. .. ..� ... ... .. •..•:•.•. ..•,... '••.'�• :j .. THE INSPECT NECESSAR •,,,, S ADDITIONAL MEASURES ARE ,l .. .. :•..:.. :: f. •.... .. .. MD - JOINING' r..• . THEY SHALL BE INSTALLED AS REQUESTED. METHOD .... ...• ..•...,•..., •.-. ...•:..:.. ....... SECTIONS.OF .�.:..••• ::•... .. ....••. .:•:.:.•: .. ....,.. FENCING OR OF THE TOWN OR CITY D EM .......:.•:'.:'. ::::: -;:':::'.';•: 1:,:.,..'. •'-. ;,;•',:'•: NEDONAREGULAR :.•:.. •. .•„: ,:. •,. ,:,, .. •, � ., ,' :;• ALL EROSION CONTROL MEASURES ARE TO BE INSPECTED AND MAINTAINED ::: •. •r• THE CONSTRUCTION PERIOD AND UNTIL ALL DISTURBED LAND HAS BEEN General Site, '' ® '��-.�Otes: GHO. YI e ::..:v: ••:: .::,....,........::.:..:.:.::::.. A DAILY INSPECTION,..•:...-....•:, ,....•.,... ..•.,•. .......... .. •• IS FOR :..:•,' •1. .....:.'.•. BASIS THRO N • ,..:,•;;.•,•::,:: .•• .•• ..•..cr'•'•�'� R PAVING.IHE MINIMUM REQUIREMENT INSTALLATION NOTES INSTALLATION NOTtt '' STABILIZED BY VEGITATION O ....,;:,:•.._::H X ... ;.: ALL STORMS. r� O N WORK. `.'.:::''•''�''•'-� .. �•� '•':�'�•'�''�'�.•''�:�•�'.•�:'•:•:-:'• •• � FORE AND AFTER VERIFY ANY BURIED UTILITIES-.PRIOR IOR T EXCAVATION K •.••�..:.'•;.•:: -:•:.,• •:...,,.. .,. .-:,:-•.:•::• PLUS INSPECTION IMMEDIATELY BE 1. .. , :. P 1.EXCAVATE A 4 INCH%4 MCFI TRENCH ALONG THE PROPOSED FENCE ALI :'::' . TION IM ., .:..... .. ,.... ...•: .,,..•-'...:.:'• .. .. ..- ... ..., ::-BAOJEACENT BALES. IN A Y•ABUTTINC.TIiE .Row W1iH ENDS nslin PE ' 2:UNROLL A SECTION AT A TIME AND• :' `' ". "''.:2 EAgl BALE$HALL BE EMBEDDED IN' E S01'A'MiM UM of 4'.: OF-CONTROL MEASURES IS THE RESPONSIBILITY OF THE CONTRACTOR SEDIMENT 2 POSITION THE POSTS AGAINST-THE BACK(DOW?ISTREAI., •••,.';:,,'' :•; :•_. „, TH L A( 7, MAIM ENANGF�OF CO INSTALL EROSION AND SEDlMfJ�ATlO�I CONTROL MEASURES(SILT FENCING AND STAKED WALL'of THE TRENCH NET sl :::::..,':•..: .:':: :;',• SPOSED OF AT A LOCATION APPROVED BY „ (,. PE AWAY DIRECTION of FLOW). ...,••. ;. :.':',::. a:B;vFS,sHALI 6E SECURELY'aNCHORED.IH PLACE.BY STAKES OR RE-M'.' _E CONTROL FACILITIES SHALL BE DI HAYBALES AS DEPICTED ON PLAN,AND AS',PER,DETAILS,PRIOR TO CONSTRUCTION AND .....,..:. ;. ..:' : : TCLED TOwARO PREVIOUSLY LAID BALE TO.FORCE BALES TOGETITLTL'.. : PROBLEMS TO THE HE 3.DRIVE THE POST INTD•.THE'GRoUND UN THS i�I40'S " Al REMOVE USE ADDITIONAL SEDIMENTATION I APPROXIMATELY 4.tiICHES::'.'• =• ;-::;:;: :.•:".-;:• -' N INFER THAT WILL NOT4CA MAINTAINED FOR THE DURATi01V:OF THE PFZQ,lECT..EVERY EFFORT MUST BE MADE BY,T M T1tE 0 =: :, FROM TRENCH B 1TOM :.• TH E E G ... .. :•.:•... .: .:.•,.:;.... �•�''.'�-:•,��.:�.:•;:.::: '� .'•.-,.;:;.''•.� .• i RAINAGE PATHS FROM SEdIMENTAT1dN. :.. . • � SURROUNDING AREA 1,�. CONTRACTOR TO PROTECT ALL. OWN5TREAIVI b _.. N N A REGULAR t ED O':A - D AND MAIN AI•:�••: •�.LAY THE TOE IN FLAP OF FABRIC ONTO 117E UNDI R '.::.•:-•'t�•��'��:�'�'•� .••-:�:"''�':':'.`•.:'`•.:.::•'"'�•�••-•` L E OSION CONTROL MEA8lJ S SHALL'BE INSPECTS sTv eID BorroN of THE.TRErlclr, .;.,,.• � �'�•� AL R - . :... :...,:::. :,, ;: ''. `::STRA�IVBALE.SEDIMENT. •BAfZRIEf2S• UPLAND :..:BACKFlLL THE TRENCH AND TAMP,THE.SO14„ OFF SITE - ., " iA EXCAVATED SHALL BE DISPOSED OF IN A SUITABLE BASIS THROUGHOUT THE C RUCTION PERIOD. .. -...•...:•. ..-..-. ..!.. ..... ••'•• ,.., .:,:.:'.,.. .,.. - N0T•TO•SCALE`::• .. S. ALL EXCESS MATER L E CONS R N b.•JOIN,SECTIONS•AS 5I1OWN ABOVE ' B.CON1RiBU c AR s oP :;.:..,, ,:,•:: ..: ::.•.�....•:-: :::: ,;;':. '. Tw „EA L,E LENGTH SHALL BE UNITED TO LENGTHS ON N.Y.S.GUIDELINE$., OSA ITS 3. NOTIFY VILLAGE OF RYE B PRIOR TO CONSTRUCTION. .. ';�:�. .�,�' ..,. ROOK PR .. 4 EXCAVATE FOR NEW DRYWELLS Tb BE CARRIED OUT WITH"BOB CAT'OR EQUIVALENT SIZED Si - LT F MACHINE,TO CONTROL AND CO FINE LIMIT$OF DISTURBANCE EXCAVATED SOIL FOR NOT TO,SCALE M 1 ... .... .. '?•.:.•. '•, Al ee__ - - IEA N SITE INSIDE OF SILT FENCING AND L'S WILL 8E TEMPORAR STOCKPILED O — %fl DRYWE L IL - EXCESS SOIL WILL BE DISPOSED OF OFF SITE IN AN ENVIRONMENTALLY APPROPRIATE A N GRADES WILL REMAIN HE SAME. O MANNER, M N N _ 3 O /f� . 4 {T� �--- d e ��• IODI�® Tree ��°e3 r — 2 - G 1/f ITS — _ ES ON S— G � T C TION THE gT N RU_ OF CO S TART I N.BEFORE S ,O AND PRO• G O NATION T 1 PRESERVATION TREE S PER DET AIL. — F TREES A PLNEO— N DRIP I T ON'AROU D— CING ROTEC I V OD FEN CI SHOULD HAVE WO— S OU 'ST BfU2E: •:1�': — IL , ENTIRE PI y, ';: WI HIN THE LI ITS OF THE PROT ECTED CTED — VCCUR T M— CONSTRUCTION F ANY IZIN•SF�OUL'6- TRUE O O N'VEGETATION � O CONS i3N111 ET oN ••R: 2J N A oR.eiovE — - _ 3_ Ham!' _ 3 � i�IALS O F MATE oP NG O ,E'o iEss� _ EXCAVATION,STOCKPILI ,T DI XC I BUT NOT LIM Eta O G A NG E R — AREAS INCLUDING B O T' � T A EA ,•....,,.,r.....: :. .:',t.:: ::.::..,:: :`;':::-'::;.•: 4,: .;:i '. _ Ir T F CON TRU TIO P ENT VEHICLE PARKING MOVEMENT OF WORKERS`OR �•. ,,, ,.i.. - - STORAGE O S C N E ljl M , MACHINERY,OR DUMPING OF CONSTRUCTION DEBRIS.WOOD TREE PROTECTION FENCING SHOULD _....:: = :;�:'•: ^'..•:::•.�.:..:...-:•:... ;....;:::,.. :...::::.:.'';;:::.,.: „ REMAIN N OF UT CONSTRUCTION.WARNING S G SQ PT •��•^��'�'•�.�--•�'''''`••°'.•:••�'•• '"�=�=''�'• •'`'•'° '°"'••.;;•' - '••• ••• •..�.: INDICATING AREAS OF PROTECTION AND PROHIBITED S $ SHOULD BE INSPECTED AND MAINTAINED THROUGHOUT ..,. ARE TO BE PLACED ON WOOD FENCING TED REAS .•:, •:. :•:: ACTIVITIES IN THE PROTEC ,,�► _ 1 O N (o TERMI Y FI BORIS T TO DE.. NSPECTED B CERTI ED R E E SHOULD B A A PROTECTED TREES S 2 PROTEC ...... CONDITION AND HEALTH AFTER COMPLETION OF CONSTRUCTION.INSPECTIONS S OULD BE SL P H r�. E' S A 1 1R W9A-: LES.',SIL•'••� 1 OR TEEN• R •'�•:�:.�::::•::"�' ''• •'-•'•"'�'''•'':••� "�'' '•''' T GRO N SEASON,FORA MINIMUM OF THREE YEARS AFTER .. .............:.•.:;..•:�::•:•:;,•:.'•:::••:..:'•,�.:_�:`'=::::..��:�-:�:::......:••:....•..:...'.:::';�=•:.:...:..,,• MADE ONCE � WI G N •:- 7 3.4 2. COMPLETION OF PROJECT. O COM 1 •�IN•T�•S -Af1A710N•'N- 0•, TES ;.::::.•;:.:;:•.:..::..::.:. :r...:...:.�...::.�.•:•..::•......�,..,• ::.:......,...,.,_.:...: :•.: 3 CEMENT ,:•..,• on•e. IF PROTECTED TREE IS DAMAGi�OR KILLEp BY CONSTRUCTION ACTIVITIES A REPLA AREA CN05EN FOR STdgTPIUNO OPERATIONS'.5HALL BE DRY dN0'STAB '. Q O .. ....,. I.E..:;::::.-;. S ``•�'•�'��'�'•��"•'�`�' '"'"`�•'•' ��•"`"'''•�• Aft ER COMPLETION OF CONSTRUCTION. , TREE WILL BE PLANTED AND MO ITOF�ED A E C UC _ O IdAXIM E 0 Si •A OCKPILE'SH LL.6E 1-2:• .r 't. ]..,UPON COMPLERoN oF:Soa STOCKpIUNG;'E/1CH PILE SHALL'BfE.5URR0U j1 on Y GRADING ...::•:•..-..... .... .: .- .. _ .... ... :.,. .,..,..HOED';::'�:�'`:•''.'`•':.'.:'''.'�•'.'•'�:':.:"r'...`.•'': �•:�.•r:,.:'':'.:'>`•:':i r h 4. ALL PHASES OF CONSTRUCTION' CLEARING,AND GRUBBING,PRELIMINAR G YA1H O1HER.SIGT:FENgNC'OR_STRAWBALE%iHEN STABIUZED AS NOTED.;•.:`;''::.i..•...;. "''' "`' '.''.•:' ;.' LOT PREPARATION, T EQUIRE E PROTECT1ON:. m,� • ::•.•�.'IEIIPORAR•Y ST � � 6) 1 � ROAD CONSTRUCTION,BUIL•DIN� N E C.,.R THE I R ABIUZE AS NOTED SPECIFlt:ATI0N5: p , i E R TO BE I PLACE. , o N MEASURES N I .. L- v l P - D I�' :.s`• NDE •R- MME 8` RAMC CCO WO OD 2x0 00 _ O OF THE PROTECTED N ONSTR N THIN THE LIMITS 5. O CONSTRUCTION O I D OCCUR WI QP F ANY.K N SHOULD NOTE: ..:SO• MATERIALS, •'�;'. IN OF L''�''T••• I T K ILI G S OCKPILI• AS INCLUDING BUT N 7: I EXCAVATION,N STOCKPILING ARE O I ED GRADING F>(CA A O- NG' L M TO 0 , ::•:: :'.;.:::.: ...: i':.::.:•:''•--•::':.. .y�, ,..::': .•'..i.'.::.:'.::':::::..'.: ::••::;:''..: 7,.:'`.,:i: '' BARRIER PREVENTS COMPACTION .,:':::.r•••::::•:•.:•- .;•••:.,.., 1.,,.•.:•..-,•.:•.. NOT V.SCALE;.,•,: •.:'•'•:::::. .•:•'•..'••-..,...; .. - :.. ....;,....•::. t,;:••...:':•':.•:::.':•:''':'':...:••...: ;:. :'•.:::.:•,:::''''' SOIL AROUND ROOTS BY KIN WORKERS OR 0 NT,VEHICLE PARKING,MOVEMENT OF KER :..,.. :•.. .... :.•..:.. CONSTRucnoN EQUIPMENT :::'='-..;:•... ;..,.::....:<•.::::..-.;:,...::.:-...,: :• -:.:: MAC , STORAGE OF CONSTRUCTION�UIPME •���' HINERY OR DUMPING•OF C NSTRUCTION e,� t T.,•, 19 s Z .__ L_ _ a N ff.�a IiJb CXAl LJ(Ab . �DlfJr• 'Z �h r Za 2- 5� r ItitZM .. II I - A F 1 Q-� O - A r 'to � 3 s�. .. .. John G. -_ Scarlato Jr. . ,S�N ..... - �E X1 Tl C' -VEN P ENT A PAVEMENT' - STONE Architect _ b :S C F!Ci4T ON s'': TR•CTl N' pE e•' 'C S U G -r 'l MOU ate' 33 B NTABE am Hill o ..T. r Road 'u"iLEN.�0 •WMED•Qtt RECYCLED•:CONCJtETE�•EO 5 REt: T NE R•:S' 'SIZE-115E'2� IY 'R GL 01N• 70ItE By ram I T� • ON ( OPTI AL 2.-S •ERE��' 6 LOT WN r f )f. 0 A•51NGLE'•RESIDENCE L' Y�:50 E CEPT N I L �- T' THAN ET' I N'o Lsss I I 27 'cnI".`N FEET �• F iz Armonk, 10 .;�- �•. _ Y 504 M•LEN WOULD f? `1 - i rlMu�A'JO Mi 1, • �P bFILE'. T6- R 'TH CkNE •'NOT LESS THAH:�slx• iNcH '� . Z Gcl r N� _ Phone: 91 2 P � w� 4 73 735 0 V11D- �FIOT••SS'Tt1l+PI'THE,F'ULI; TH O�G' '00' 'ltUM:BUT LL EXISTW T•'L4- 154EL '12�.,F Ni'WIDTH' •.GROUND,''�. ... •••., ...; .. �: •..,...... ...;, OU Z4 FOOT'IF.SINGLE .. :.:•'•; :•:;•.;•, :-. •-.:•...:.'POINTS:WHERE WGRESS AND•ECRESS'dCCURS.•.-TYYETjTY.F R.( )F JGSCARLATO@GMAT L.COM .. .. ,... ... .. -••: ENTIiANCE.TO SITE. - L• ZGuI,e � --- —---- ..� IN. _..._ :'.•••• .: 6 :'LTER.CLOTH:-.WI1.L BE PLACED OVER THE ENTIRE.AR[A•PRIOR TO PLACING OF,. Fl C..LJ �`ST N 1uT w _o E: N - - P j, f;.. 1�- OH/ARU. UL`TIOH.' 0{N1tIC:OR DIVEKTED'.T CON.W :Li FL STR R Ay AlElr '3 :e•• 'LL:StI F CE :�i•'��'•URf=ACE-WA :5 ��: .A o' W C S H W T AR Z RESIDENCE N A ..,. .. .... ..•.. ..:".::',.• ::' :::•�•:-':� :::.'ENTRANCES•SHALL.`9E PEED ACROSS THE'ENTiiANCE••:IF PiPINC IS R,iPRACTIC L•.:•..^:::'":::�•.;.,;'..� - e,. o prP�i'i, z. • • A'MOU ABLE:BEAM kTT}1 5:1 Sl0PF5'WiLt BE PERMITTED. .,• e'e N7 e' HFGCH WILL.' ••e• ',d1Al TANED I CO D MICE'. B£TR SHALL l'7 'E'EN N TfNAN N _ r 35 MEADOWLARK►�- _ ROAD - E Pal- a• f►• k. •o -OF=WAY, M e 0.UBUC RIGHT OF-SEDIMENT-ONTO P i•OR D4G EDIfA T A' FLOWING'P R EVE T�TR CISML FL - N - -:YIAi(' OP :WASNID'OR'IAACTED ONTO PUBLIC Rl HT e• ALL •S EDI VENT•SPiLLED'DR PEO` i MI N�. 0 ATELY.'SING.:., REM VED Ild?/EDl ..EXI '1rU57 BE - e' HG:.' .. 12 N• - _ RYE BROOK ,_ N.Y. 1 'P A 7' �'.. 057 3 VEMEN _..•.:.. a ;..• -:..:.•...e• : : ....._.-:;-.:,'', A S' T SFIALL 8E GONE-ON:AN'AREA'STABILIZED triTH •as.•wHETI''w WASH I REOI1iRED;.I , •a• TRAPPING•DEVICE:.''APPROVED ENT S• APl•AP.PR VED SEDIMENT A N I ND WH1 D M N SibNE CN R IM Tp Vie• - - .. e• a AC SH RO'DED AFTER•E N• -AIN�'ANCfi Al1'iTE P VI'Eb'M TEN'0' J 0''ANDS EED 9.�'•EA1061 IN ECTI N .N �:�.• •. •'P SP F•'�' ALL':EVENT:. •R AIN ... - .. ADDI TION AND N IN TERI OR L A E T RATIONS A N D PLA N VIEW. -• .. • GRADE — G R 1 _. E _. BAI T ER 2 P - I C HE IC EACH RENOVAT IONS N O S ' ,. •\ I A LL S• Y WA LLS;(" . WAL LS \ W W T , RUL AN 0 S C 0 TR lLlZED.:C N T TI N N-STAB DRAT. \ TILT STONES . _ MovE Aver oew a:DAWAeeD DO 1, eEADCR. O7 M TtIC : � HILL .. •, INTO TH E MO RTAR OR7 AR I L•/ JOINT ornD o,t r R,:MOve ANY V' DAMAGED Dwwcnes. SITE _ ,_ E'D T N P E LUES o e AV[ TA/� RS LS&NOTE S RANDOM RECTANGULAR PATTERN:SAWN ENDS \ I/2'MORTAR SETTING BW s DnRK nwlra+. \F R t,V E L\t 1 s ■- 4'P.I.P.TAR SETTING o- w.• nD,•a.' - p... GXG-1.4/►.4 WWF;FURN15H FLAT551I1=5 CRGTes sAuaRvmTItDA�I /�� \ /��\ 6" �� \ s� G•COMPACTED DENSE GRADE a.zl'.•'• SET rRCE wT a•�aNA:e;I:ADe. rm:rrr:•:�:a .�\\ \\ \♦ .. •... vows AT toP or eAu stuu De cur. ' d•';•'••:fir: ;r,.'.b'•dam: ,.cS„� PULL DAC&TOf 112oreURLAP.ALL NON-010 I DRAIN /,/ •�// \' /♦' /♦/ � OR BASE TDAPAmurc". \` r♦♦\ DRAWING NO. . .• - - -DEGrnoneue MATelunl 9nnLL ec Ru,ovcD. /; �i/ \ •:' u/ - % • /�� cR:r,TE c•sw,caLLvm enA;til. ��\� /� \ •S,�,ED Aq 1 COMPACTED OR UNDISTURBED SUB GR/1DE - LlWerir COnfrnaeo Loewe DAClJ41, �1♦� �J♦. ♦, , 6 �e _ RDPCS AT T01'Or BALL 91NLL UC CUr. UNDI9TURD:O YUII BACK TOP 112 Of DUMW-11014-MO DCGRAw,DLE►MTM4StWLDeREerrovm ■"�DLWL BASE VARIES-TYP.16" FOR WALLS�2'HIGH UpTTLYCOMPALTCD LOAM OAarlU. SHRUB PLANTING DETAIL-STONE PAVING fOW1,WUDFOCSTALTOrMV4SErrLD.G STONE WALL L SP�2 SCALE:3/4"= i'-0 "°"`°`"' I DECIDUOUS TRfC PLANT NG OF NO * Fences Deep Plowing Developer Handbook One Call(81 1 before you dig) Fences are allowed to cross the easement as long as they cross as close to 90 degrees as possible Deep plowing can cause severe pipeline damage.Please contact our local The law requires anyone who excavates to notify their local one call center by ` ? I and don't hinder Kinder Morgan access to the Right-of-Way. office or notify the local one call center by contacting 81 1(call or online contacting 81 1(call or online request,a clearinghouse for all utilities regarding re ues),so we can meet with you on site to review your plowing needs. �/e O e r H a n d b O o k excavation.This is not to add extra requirements to your project—it's to keep you • No fence posts may be installed within 5 feet of the pipeline.Parallel fencing is not allowed within t the easement.safe. Cover KINDER MORGAN Excavation activities can rupture our pipelines or damage our coating,which if !� You may r o remove any cover from the easement area.If your encroachment will impact the left unrepaired,can lead to pipeline corrosion.If you hit a buried pipeline and Ken� youdig ' Roads,Driveways,Parking Lots lease include this information in your plan that will be submitted for our review.Plans for cause a leak or severally damage the pipe move to a safe area and call 911, Our pipeline was designed according to the land's original use.If you want to change the surface's easement,p A FEW WORDS ABOUT US then call Kinder Morgan.If you do not have our number with you,contact 811 and use,you may be responsible for all the costs required for your proposed improvement,depending roads and driveways must include a cross-section showing the existing and proposed grades based n of our nation's � report an emergency ticket for your location. on the specific language In your easement agreement. upon our existing pipeline.See the sample cross-section plan for additional information.(See page Kinder Morgan operates pipelines in your community.Pipelines are the backbone Iles our pipelines I 9.)Test pits will be required to determine this information.These pits will be completed at your energy infrastructure.We own an interest In or operate approximately 84,000 m P P Contact information is included at the end of this booklet. ,, 1`~ '. expense and can only be done while we are on site.We will review your proposal based upon your gY ' and approximately 180 terminals.Our pipelines transport natural gas,refined petroleum products, ,- plans,our engineering standards,and the pipeline design. crude oil,carbon dioxide(CO2)and more.Because our services are transportation-related,we fall Local Offices ,Y�;-,_ ,:�' - 1_ Maximum cover will also be evaluated when we review your proposal.We will not allow more than federal regulations administered by the Department of Transportation.Our job is to ensure �, r�;.,;--,u--�- 'f _ under f 9 t rides our '�•' �••r y `"�'���-^�;,x",._N pipe. r customers.Safe 9 s are located throughout the United States.Contact your local office for accurate ,;i.•, �•;;.,r P�� .�sr `-•r"- 9 feet of cover above the top of the pipe.Extra cover increases the load on the I e.i also impacts efficient uninterru ted delivery of these energy products to our Y Our office ??.•. !'fit r',3 the P � ��' ��":',• our work area and the ability to maintain safe Occupational Health and Safety Administration information on the location of our buried pipelines.To determine the location of our local office, y;;iuF ,y; ( ''Mai .;.r;,»» , , Y actions eve day. _ r' every your excavation activities while we Y I " ( HS) please call our main number at 800 276-9927.We will support r%-:' 'q*��";��, ' •.. �� tr¢, �-`�•=, 't�.� ' '*�•�,'-� O A standards. '''''�+tic�,�••ercr,i. -y - ti:nett.:: �L� •'� n this booklet allow us to operate our pipelines safely.We strive to keep you,your `!'r..gf. t•'' ""' + ! . The guidelines i are on site.However,we request that you work with us,following our rules and requirements when ,u . neighborhood,and your community safe,but to do that we need your support.To maintain the excavating near our pipelines.Our employees are familiar with our restrictions and requirements, g and construct �t�i'��•. •�i...1..;,! ,� �t •��' �•..}�': integrity of our pipeline system,we request your cooperation when you plan,design, and are trained and qualified to locate,mark,and stand by while you excavate across our 'E improvements around our easement. pipelines.We will support your approved project,so please help keep our pipeline safe. :.,_,,t •. r Y "� "� •+;,)3B= �'s�6o'�r ;AB:sf 80- -Fetiee 60':told o ¢ Safety ACTIVITIES / -- --- -- r ENCROACHMENT AC Pipillne Pipelines are the safest mode of energy transportation,and our pipeline system has one of the best •';;...Cn e!-:.mix::•F,rr. safety records a the industry.At Kinder Morgan,safety is a core value.It's our top priority.We Your development or planned activity may involve one of the following activities.Although this list is focus on the sofety of you,your neighbors,our employees,and all residents not complete,it summarizes the majority of activities that impact our easement and pipeline. FIGURE A:ALL ROADS,PARKING LOTS,DRIVEWAYS,AND HEAVY EQ MENT CROSSIN M ST MOVED PRIOR TO near our pipeline.Federal regulations outline the safe operation of our INSTALLATION.SEE SAMPLE BELOW. pipelines.We take these regulations seriously. / Please review the All roads and driveways must cross as close to 90 degrees as possible. list in detail and revise If our employees observe on unsafe activity occurring that would compromise {� your proposal accordingly. All roads and driveways must have at least 4 feet of cover in the bar ditch. pipeline integrity,then we will require the activity to stop.If we need support We use theseguidelines for all Parking lots must have at least 5 feet of cover from top of pipe. enforcing this requirement,the local police authorities will be contacted for activities within assistance. - our easement. Your plans must identify the required cover.Cover cannot exceed 9 feet from the top of the pipe. — - .�, FIGURE 7:LAYING PIPE. We request that you follow the guidelines in this booklet.Please contact us to discuss your planned I activities within our easement area.These activities ensure your safety and the safe operation of our t Heavy Equipment Crossing o t Pipeline Marker 8 ui ment can compromise our pipeline's pipelines: \ Pipeline Marker 8 0 i Test Lead Terminal Crossing the pipeline with heavy equipment e can review and approve them. i Test Lead Terminal safety.Depending on the equipment's size and type of tracks or wheels, • Send us your plans sow Toe of backs pipeline. • 811 call or online request)to notify your local one-call center / Toe of back B.i of slope or toe the weight load on the surface can place extra stress on the Contact ( r '� Utility Crossings of slope or toe with heavy Burin our design phase and request a joint meet with utilities in the area y t of firi slope of Test Lead Terminal � Contact our local office or notify 81 1 before crossing Y g y of rill slope of i bar ditch (Typical) of our project. All utilities require 12 inches of padding around any buried conduit. bar ditch i equipment.We will meet with you on site to determine the best crossing Y I / • Always notif our local one call center by contacting 811 at least two or Knowwharsbelow� vertical separation are required between all utilities and our pipeline. 1 ;;�,-., go location,taking into account soil stability and rock composition.Once we AI y Y Y r: lease do not cross elsewhere.We in days,as dictated by state low,before excavating to have jCall6efore you dig. At least 24 inches of v p `''� `""" �sr e'°••: determine a suitable crossing location,p three working Y, 60'Mtn. ;°' •' a-b `� lsl,:: �::•;Grade':��xi ' •: ice+`�, v "q will then require addition{ adding over the pipeline(or pipelines) FREE service. ssible.Parallel occupation within our easements is .�.., ;•... r:>•';fkga 'a►:vLLY:;gg' ;'-•'� �1 N •�`'1's g�: P our pipelines located and marked.This is a All crossings must be as close to 90 degrees as po P �r s..�^a•.• — extending e ,�,.•. _ :,-:,i ;.1•� .e:;.�,> _ __--_• : sir eline.This adding material • Follow our approval letter guidelines. "-� - xtend'ng at least 15 feet outside each pip P not allowed. """ Existing Pipegne • Respect our rights to maintain and operate our pipelines. Existing Pipeline - must be maintained throughout the job. A cathodic bond may be needed to maintain the integrity of our pipeline.Additional cathodic Note:All Permanent structures(hydrants,power poles,light poles,man The use of your property,where it is crossed by our easement,is subject to our granted easement rotection a ui ment will be at your expense. hoes.IJtlllly boxes,etc.)must be located outside the permanent easement. th rights.Certain uses within the easement area can conflict with the safe operation of our pipeline. P q P OVERHEAD VIEW Sail padding FIGURE S:TYPICAL PROFILE DATA FOR PROPOSED ROAD CROSSING AND PARKING LOT. /timber mat base Some activities are allowed,such as walk ng across,lawn mowing,and watering a Test holes are required to determine depth of cover at all proposed road and driveway crossings. _ ""'•, review activities with greater impact,including,but not limited to, They must be installed at your expense.Both the local one call center(81 1)and our office must be -` garden.We must ( __ r with heavy equipment,blasting,constructing roads or notified prior to any test-hole excavation.A Kinder Morgan representative will stand by when work ;�.,. : _ deep plowing,crossing Y _ occurs within the easement. t`iI I1- I l�S��Zo t A driveways,installing utilities,adding fences,landscaping,logging,mining,and �� I-' f'P grading activities.Before you undertake any development or encroachment activities,you must submit your plans for our review. .�•t •�. All roods,driveways,and parking lots may be required to be re-bedded at your expense.This will -�-,•••-• _ - be determined when we examine the existing back-fill material around the pipeline.This re-beddingAll plans for review must show our pipeline and easement.We encourage the will accommodate the new loads placed upon the pipeline by crossing vehicles. �'- roved plan to be recorded in the County Clerk's office. l 4 a p � If the pipeline design has to be adjusted to accommodate new crossing loads from cars and trucks,it PP - 3 -. '� 1 We will review your plans.Please allow two to four weeks for a complete review.If your plans are will be done at your expense. Pipeline" not approved,you will need to submit a revised plan. `" s �'-'-'"� `' °Y � 4q' _ Longitudinal excavation around the pipeline can only be done by a contractor who meets DOT �'''� `''''' ''`t� operator qualifications. After we have approved your development or encroachment activity,you must follow the guidelines ;s,.-•�• sN.;;; :� ' CROSS-SECTION VIEW contained in our approval letter,and respect our right to operate and maintain our pipelines. 247 vertical Separation and include Gas monitoring test stations used to check for the presence of natural gas will be required when John G. Some encroachme nt activities not normally allowed may be considered under special circumstances. 90 degree crossing requirement I parking lots are constructed over the pipelines and the parking facility is adjacent to a building. Soil padding to be extended 15 ft.min. ment will be signed by all parties. from outside edge of piper (FIGURE s:DOT-APPaovED PIPELINE MARKERS,CATHODIC PROTECTION BONDS,AND These test stations and the subsurface design may be at your expense,depending on the specific lens S)With If approved by Kinder Morgan,then on Encroachment Agree POTENTIAL LEADS ARE AT ALL CROSSINGS AND TERMINATE AT ABOVEGROUND LOCATIONS. Ion in your easement agreement. 4 it minimum cover from existing Scarlato Jr. Our approval of your plan will be based upon our ability to safely maintain and operate our ground surface. New DOT Standard surface markers must be installed for all of your utility crossings.We must pipelines.For example,we must be able to respond quickly in an emergency.For us to be able to Structures access our easement,it must be free and clear of obstructions and woody vegetation. clearly know—without guessing—where your utilities cross in case excavation of our pipeline Is * ,,.,� ��� ` =`'�'"` Architect necessary. No permanent structures are allowed within the easement,including,but not limited to,sheds, We also examine plans to add fill over the pipeline,and we will not allow any cover to be \ allowed within the easement.Utilities and must cross as close garages,pools,septic systems,above-ground utility connections,wells,retaining walls,fire hydrants, Pipeline® Timber mats removed.No structures will be a l d fencinglight poles,driveway columns,wing walls,headwalls,spillways,retention ponds,and stormwater and of natural grade 33 Byram Hill Road to 90 degrees as possible.See pag_e 8 for more details regarding the installation of fencing. water management infrastructure. Armonk,NY 1050 We will mark our pipeline and easement edge prior to your planned i Install 4 ft minimum of fli I over existing ground surface• construction activities.You or your contractor will be required to establish a We will mark parameters of the easement to ensure that nothing is placed in the easement.Feel Phone:(914)273-7350 a _ _ - free to call our office to find out the specific easement width as it crosses your property. *Bridge to remairi in place until ttie completion of boundary with fencing or markers separating the approved work area from e � �gR�,�,. _ JGSCARLATO@GMAIL.COM 1L f •- construction. app be allowed unt roved our easement area. ,�� - ,,,,. ,.- •No crossing of facilities will il -timed �„ ;,;T by company personnel. Our easements include markers that identify the presence of our pipeline.All �� •. �, ,. ,�; ' ed for timber mats. '-r.., ���=' l• •Steel plates may be substitut S C H WARTZ RESIDENCE markers include a 24-hour emergency contact number. FIGURE S.-REQUIREMENTS FOR HEAVY EQUIPMENT CROSSING A PIPELINE. 35 M EAD O V Y I-rAR K ROAD These markers let you know how to get - touch with us and remind third-party " M� ` into �'� -*�-Y.-' RYE BROOK N.Y. 10573 markers are _ "..�}•:st,;�,:�,��.���°,• ' t contractors to contact us prior to digging.These m t agNr - :.•-"'� ^f'����'=':' �/ only a general representation of the location of our pipeline o•,�! i (or multiple pipelines).They cannot be used to identify the �!1 co;�t prior approval required: - exact location of the buried pipeline.Our markers must be •na= Must remain outside easement: Allowed within easement,p i --- •Driveways and roads ADDITION AND INTERIOR n the corridor.Contact 81 1 to identify the exact :►_"�'°"' :-= Al Structures visible along - •Fence location of our buried pipeline.To discuss your plans contact •Ponds ALTERATIONS AND ptic Systems -Utilities •Se us at 800-276-9927. •Drain Tiles RENOVATIONS We regularly monitor our pipeline easement for third-party damage and unauthorized excavation •Trees and Shrubs activity by aerial surveillance with the use of helicopters or airplanes. FIGURE 3:EASEMENT ILLUSTRATION. Unauthorized excavation activities can compromise the integrity of our pipeline.Your communication Electric crossings,except low voltage ones used for residential services,must be encased in non- and cooperation will enable us to work with you while maintaining the safety of our pipeline system. metallic conduit.The conduit must be covered with at least 3 Inches of red colored concrete or red FIGURE 61 RIGHT-0E-WAY PHOTOGRAPH. d on the marking tape and be at least 36 inches wide center I ne rieht of wayach !At.ll buried conduoth the lctorcrossings a' Drain Tiles concrete must extend across the full limits of the pipe g GAS LINE EAS M E NT NOTES shall be clearly and permanently marked with signs showing the location of the buried conductor. All drain tiles must cross as close to 90 degrees as possible.We will not allow parallel drain tiles * Easements and Right of Way within the easement area.All drain tiles must maintain at least 24 inches of vertical separation Landscaping between any crossing and the pipeline. operate our Our Easement gree d I'ke to discuss he terms of the Agreements cover our rights to maintain and ement,then n p etaselcall our Right of Way property.If you * Erosion Agent,who can be contacted through the Kinder Morgan office. Landscaping can directly impact our pipelines'safety,a le restrict most n.Growthlandscapi o in the -•- easement.Roots can damage pipeline coating,which can lead to corrosion.Growth obstructs our DRAWING NO. h as easement width,or have questions regarding the All soil erosion must be stabilized immediately. � 1L0 If you would like to discuss the tennis,such ability to monitor for leaks,erosion,and third-party activities.Plants can also restrict our ability to please call our local Right of Way Agent,who can be contacted through the respond in an emergency. and Timber Harvesting i30A1f1�>�O� Agreements,then pie Logging Kinder Morgan office. will be allowed within the easement. osed work plan.We O No trees c" ability to access our easement. We will meet on site will your skidding or timber forward ng is allowed parallel to or within the k1 We must have open and clear visibility with the unobstructed Y will mark the easement limits. P=3' Ara ed to consider the easement area as green space,parks, else crossing must be approved and bridged with encourage contactln 81 1 two or three days prior to easement.Only crossings perpendicular to the easement are allowed.No staging areas or landings ° Developers and landowners are 9 b Remember,you must notify your local one call center by g are allowed within the easement.The actual pip �g��Ba,1 hike and bike trails,horse trails,and other low impact recreational uses.Written approval, Y •• ��OF N� on proposed improvements over and within the easement area_— any excavation,as dictated by state law. approved material.The bridge must be maintained throughout the job.Finally,all soils on the Kinder Morgan is required fory p p _ prevent erosion. — easement must be stabilized and re seeded to Burning WHAT WE EXPECT OF YOU Please do not burn within the easement area.If you need to discuss this further,contact your local KINDIER�MORGAN As we've stressed throughout this booklet,safety is our top priority.To ensure your safety,we strive office. to keepour pipelines safe.Please respect our rights too operate our pipelines safe) B planning p P P 9 p P P Y• Y P g For more information about Kinder Morgan,Inc.visit our website at www.kindermoraan.com, your project according to the guidelines in this booklet,you can minimize impact to our pipeline.We contact us via http•//PA-InfoReciuest.KinderMoraan.com or call 800-276-9927. Overhead Lines will strive to work with you throughout the process.Please remember to follow these guidelines: All new poles must be located off the easement at least 15 feet from the pipeline and not between . Always Bali our local one call center b contacting 81 1 at Kinder Morgan,Inc.reserves the right to periodically update,amend,revise,and make changes to multiple pipe-lines.At least 25 feet of clearance is required from the top of the ground to the y Y Y g ' the guidelines and terms identified within this publication. p p'p least two or three days before excavation,as dictated by state overhead crossing.No guy-wire,appurtenances,aboveground cable towers or telephone cabinets law are allowed within the easement. • Notify us prior to any work on the easement. h • Please allow us to review your project plans,and wait for our a Blasting approval letter before starting work. Blasting can profoundly impact our pipelines.Please forward any proposed blasting activities • Return the signed approval letter in a timely fashion. within 1000 feet of our pipeline,allowing two weeks for review and approval.If the blasting will • Throughout your project,adhere to the guidelines included in r' ,_.; ;;• KINDER MORGAN P P your approval letter. occur within 100 feet,you will be required to hire a blasting inspector with seismograph • Contact us if you see suspicious activity along our right of way or Z s Delivering Energy.improving Lives. equipment on site during your blasting activities.The inspector will confirm that your blasting plan is at our valve stations. 3;;t1� ;a3 being followed and that proper seismic readings are being taken and meet our standards and • Contact us if you notice exposed pipe or a large washout. { r�NA���"'1 Tennessee Contact Sheet your approved blasting plan.All blasting must be done by licensed blasting contractors who Y P P P 9 1•'�•�•• '• conform to all state and local regulations.A Certificate of Insurance,Blasting Indemnificationb'�� "Dmuils� v?y "�°y ,F�sr-'1P6o�m�{:', Agreement and Emergency plan will be required. WHAT YOU CAN EXPECT FROM USA::,. i�frj7p � ► � .� �..� � Yaniga,Colin Land and Right of Colin Yaniga@kindcnnorgan.com (607)259-7625 Seismic activity must be approved within 300 feet of the pipeline.Please submit a seismic plan for We will respond to your requests and review your plans in a timely manner.We will provide clear, Way our review and approval, concise guidance that will ensure your project meets our safety standards. Wood,David PM/Engineering KMrncroachmcnlsNorth@kindcrmorgan.com (860)763-6005 Vibrator activity must be approved within 300 feet of the pipeline.Please submit a plan covering Communication and cooperation are vital.When you work with us,we promise to do our part to Werner,David Damage Prevention David Wemer@kindennorgan.com (724)841-6061 all vibrator activities within 300 feet of the pipeline. ensure the safety of you,your family,and your community. Kovaleski,David Operations David Kovaleski@kindennorgan.com (570)222-3153 ext.40290 Excavation Activity PIPELINE SAFETY Excavation damage is one of the leading causes of Please help keep your community safe by calling the local emergency services at 911 if you see any damage to buried pipelines.That's why we provide unusual conditions or abnormal activity around the pipelines. the following specific excavation guidelines to help protect you and our pipelines. Recognize Pipeline Markers Before Excavating,if necessary,Kinder Morgan's on- r' Pipeline markers display information about what type of product each pipeline transports and the KINDER MORGAN site personnel will consult with our Engineering name/contact information for the pipeline operator.You can view examples of our pipeline markers Department or Pipeline Services group to determine at www.kindermorgan.com/public_awareness Delivering Energy.Improving Lives. the length of pipe that may be safely excavated. A qualified representative from Kinder Morgan must be on site whenever an excavation is "' Pipeline Location Information October 8,2024 underway or equipment is being used within 25 feet of our pipeline or as determined by Kinder Morgan personnel and procedures. To view maps of transmission pipelines in your area,visit the National Pipeline Mapping System at httas•/Iwww.nams.phmso.dat.ciov/. Scott Schwartz Before any excavation can take place within State defined distances or offsets,the pipeline must 35 Meadowlark Road be positively located,under Kinder Morgan supervision,using methods such as hydrovac,hand Dig Safely Rye,New York 10573 digging or pot-holing. Reduce the potential for pipeline damage during excavation or construction by following these Re: Conditional Approval Letter—Proposed Work All Mechanical Excavation must remain outside of the Tolerance Zone.The Tolerance Zone is a simple steps: 35 Meadowlark Road defined distance from the pipeline.You will need to refer to your State's One Call/Dig Safe Laws • Notify 811(call or online request)to contact your One Call Center before Rye,New York 10573 _to determine the Tolerance Zone.They do vary from State to State.Tolerances Zones remain in digging or excavating. • Wait for the site to be marked by a pipeline representative. Dear Mr.Schwartz, place even after the pipeline has been exposed. (This is a free service.) 4AIn response to the plans received on 9/4/2024,and attached hereto,Tennessee Gas Pipeline • Respect all pipeline markers. Company,L.L.C.("Tennessee"),has reviewed the plans and concluded there is minimal impact to After a pipeline has been exposed,you can continue to use machine excavation as defined by local • Follow agreed excavation plan between you and Kinder Morgan. Knowwtimbelaw, Tennessee facilities.Therefore,Tennessee grants approval of the proposed encroachment(s)and activities Kinder Morgan representative,with the assistance of an observer.The pipeline should remain • If changes are required contact Kinder Morgan before you continue work. 8TIbetomyou411g. referenced in the preliminary design plans associated with above noted work provided fire following stipulations are adhered to:for an activity within twenty-five I�fjV r-CJj'C� .7Lp6(��it2t''I IT I I�S/ZO 2-4 exposed and clearly visible to the observer at all times during machine excavation. • Dig with care. P y y ry-five feet(25')of lire Tennessee easement f ("Easement")area. For excavations near a buried pipeline,as State regulations dictate,you must ensure the hoe bucket Signs of a Pipeline Leak teeth are barred and that side cutters are removed or that you're using approved paddle/flared • Receipt of revised plan(s)which correctly depicts Tennessee's seventy-five foot(75')easement teeth.If soil conditions require the removal of the bar or the use of the side cutters for excavation, The following signs are indications of a possible pipeline leak: across the property in question• you'll need to make a request in writing to your Kinder Morgan representative,outlining the • Fully executed Encroachment Agreement which will cover the proposed"new"Encroachment(s), locations for the exception,and the reasons the equipment is needed.Excavations Involving removal • Brown or discolored vegetation amid healthy plants as well as any and all existing Encroachments. • Dirt being blown into the air • Adherence to New York 81 1 guidelines. of the bar or the use of side cutters should be done with an observer and under the direct • Colorful sheens on water surfaces • Landowner shall provide Tennessee notification at least seven(7)days prior to any activity within supervision of the onsite Kinder Morgan representative or their designee. • Fire at or below ground level twenty-five feet(25')of the Tennessee easement("Easement")area.Landowner,Developer, You will need to provide adequate support or protection for all exposed pipelines as determined • Stains or pools of hydrocarbons not usually present in the right-of-way Contractor and/or Subcontractor must call Tennessee's Mr.David Werner at 724-841-6061.Fie by Kinder Morgan's on site representative. • Bubbles coming from bodies of water will have someone standby when work is occurring on or near the easement areas and discuss your • Aloud roar of hissing sound time frame for construction activities so we can be on site as work progresses. If during excavation consulflowat i fill is discovered,work should el stopped.Kinder aging h s site . Distinctive petroleum type odors,the smell of mercapton,Sulfur(e.g.rotten eggs or Tennessee greatly appreciates your time,and attention to this matter,and please do not hesitate to -John G. representatives will consult with our Engineering group to develop a plan for managing the situation garlic-like),or a mild fragrant odor(Ethanol) contact me at(607)259-7625,or by e-mail at Colin yaniga(@kindennor an.com should any questions arise. to minimize any damage to Kinder Morgan's pipelines. • A dense white cloud or fog If the excavation requires entrance Into a confined space,you must follow the OSHA standards. • Frozen ground near the pipelines Scarlato Jr. If the excavation requires the use of ladders or other temporary structures for ingress and egress, Not all signs need to be present to indicate a leak Yours Sincerely, you must follow the OSHA standards. - Architect •i: 4' Act Immediately If You Suspect a Leak (�sz If the Unexpected Occurs Take the following actions immediately If you suspect a pipeline leak: 33 Byram Hill Road If damage occurs to a pipeline,we will immediately notify our Operations Supervisor or Area Manager.If the damage results in the escape of an flammable,toxic,or corrosive as or liquid • Leave the area immediately in an upwind direction and warn others to stay away. Colin Yaniga Armonk, 0504 g g p y g q Land and Right of Way that could endanger life or property,call 911 immediately.If the damage involves a pipeline not • Do NOT light a match,start an engine,use a telephone or cell phone or turn on/off any Kinder Morgan,Inc. owned by Kinder Morgan,the owner or operator of the pipeline and the state one call center should electrical appliances,and avoid potential ignition sources which may cause an explosion or PI10IR T 4)2 IVIAI LJO JGSCARLATO@GMA1 L.COM also be notified. fire. __• • e potential leak use a telephone or cell phone to Once you are a safe distance away from th - '�` Mining Activity call 911 and Kinder Morgan. • SCHUVARTZ RESIDENCE All mining activity must be reviewed and approved so we can ensure the lateral support of the soil Do NOT drive into an area where you suspect a leak,and do not touch or operate pipeline valves. 35 M EAD OW DARK ROAD adjacent to the pipeline.Mining activity is not allowed within the easement area. • Avoid making contact with escaping liquids or vapors as potential hazards may include eye, skin and respiratory irritation and the product may be highly flammable. RYE BROOK, N.Y. 10573 ADDITION AND INTERIOR ALTERATIONS AND RENOVATIONS BURIED NATU 1 I N iLE — I1'��" GAS L1 E EAS M E NT N OTES oQ NS x N R• - f,N,oao nod G:Er+111i PETROLEUM,. QOw.>I�PfNPLVN6 �•",rfi1V1{•ry-•,l W'7 _ r4V. �B"�r['•- KINDERJUOROAN q�3`m ,,,plfpArE •J,i fan VliORMAnONTOLLMEE DRAWING NO. G CAfl1�� CL ;IL-2 N fq�ABa@a', WARNING: General notes: THESE DOCUMENTS ARE NOT -- s 1. THIS PROJECT 5 SHALL CONFORM TO THE INDIVIDUAL CLASSIFICATION OF WORK AS DEFINED 9.ALL STRUCTURAL STEEL SHALL BE NEW,CLEAN AND STRAIGHT AND SHALL CONFORM TO THE VALID UNLESS SEALED AND IN THE 2020 EXISTING BUILDING CODE OF NEW YORK STATE CHAPTER 6IDENTIFIED BELOW. LATEST EDITION FOR A.S.T.M.DESIGNATION A-36 OR A-500 FOR ALL"IS'SECTIONS.ALL SIGNED IN INK NO SCANS, STRUCTURAL STEEL WORK SHALL COMPLY WiTH SPECIFICATIONS FOR THE DESIGN, Village of R B rook INSTITUTEFAB TOF STEEL CONSTRUCTION LATEST EDITiOMP.ROVIDE STIION AND CONSTRUCTION OF STRUCTURAL STEEL FOR FFENER ANGLES OR PLA ESUILDING OF THE N �• ALL WORK SHALL ALSO CONFORM TO THE 2020 BUILDING CODE,RESIDENTIAL CODE, • J REPRODUCTIONS OR COPIES FIRE CODE,ENERGY CONSERVATION CONSTRUCTION CODE,MECHANICAL CODE, UNDER ALL POSTS,COLUMNS OR STRUTS THAT ARE CARRIED BY STEEL BEAMS AND IN THE !' Architectural eviewtrd INFORMATION FOR PLOT PLAN TAKEN ARE AUTHORIZED BY WITHOUT FUEL GAS CODE,AND PROPERTY MAINTENANCE CODES OF NEW YORK STATE AS APPLICABLE. WEB OF BEAMS CANTILEVERED OVER COLUMNS OR BEAMS SUPPORTING HANGERS.UNLESS (� FROM�1RVEY OF PROPERTY BY: WRITTEN AUTHORIZATION OF 2•CONTRACTOR SHALL PROTECT&BRACE ALL WORK FROM DAMAGE DURING CONSTRUCTION. OTHERWISE SHOWN OR SPECIFIED PROVIDE 6x8xY2 BEARING ON CONCRETE MASONRY IF ANY. Approval I Date- 3,ALL WORK TO BE PLUMB d TRUE,ALL PLUMBING WORKTO BE IN COMPLIANCE WITH NYS 10.HEADERS TO BE(3)2"X la'IN 2x6 WALLS OR 12)2'X IW IN 2X4 WALLS UNLESS OTHERWISE NOTED, JOHN G.SCARLATO JR., PLUMBING CODE,ALL ELECTRICAL WORK PLUMBING BE IN CO O�BAE I CE WIT N.P,C.,ALL HVAC ' LALSO LAND SURVEYING PLLC ARCHITECT. WORK TO 8E IN COMPLIANCE WITH ASPIRATE STANDARDSIIIATEST EDITION.ALL CONTRACTORS AND 11.INSULATION IN FLOORS,WALLS AND CEILINGS TO BE A COMBINATION OF FIBERGLASS BAT, 172-24 93RD AVENUE WORK TO BE IN CO SHALL BE LICENSED AND INSURED.ALL PLUMBERS AND ELECTRICIANS ARE CONTINUOUS RIGID.OR SPRAY FOAM OR CELULOUS INSULATION TYPES TO CONFORM TO JAMAICA,N.Y.11433 FURTHERMORE; RESPONSIBLE IO ANY ADDITIONAL PERMITS,APPROVALS AND BEDS AND E THEIR PARTICULAR 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE CHAPTER 4. g TE ��ha rm a n. WESTCHESTER COUNTY IS CLIMATE ZONE 4A. (718)206-2814 IT iS A VIOLATION OF NEW YORK TRADE MAY REQUIRE 12.ALL FOOTINGS TO BE A MINIMUM OF 3'-6"BELOW GRADE,OR LOCAL FROST DEPTHAS SPECIREDBY DATED:4-1-20 STATE LAW FOR ANY PERSON, 4•LUMBER MATERIALS USED IN THE BUILDING SHALL BE GOOD,SOUND,DRY FREE FROM ROT, THE ARCHITECT.UNDERPIN WHEN NECESSARY. so LARGE AND LOSE KNOTS,SHAKES AND OTHER IMPERFECTIONS WHEREBY THE STRENGTH UNLESS ACTING UNDER THE MAY BE IMPAIRED.ALL NEW LUMBER SHALL CONFORM TO 2020 NEW YORK STATE BUILDING CODE 13.HOUSE TO CONFORM TO ANY LOCAL SUPPLEMENTAL CODE, ALTERED BY: CHAPTER 23.FASTENING SHALL CONFORM 10 2020 NYSBC TABLE 2304.10.1 ALTERED G..SCARLATO JR.ARCHITECT DIRECTION OF A LICENSED ALL LUMBER SHALL CONFORM TO THE REQUIREMENTS OF THE AMERiCAN WOOD COUNCILS 14.PROVIDE BLOCKING AS REQUIRED TO BEARING POSTS ONTO GIRDER OR BEAM CONDITIONS ARCHITECT TO ALTER 1 N ANY NATIONAL DESIGN SPECIFICATIONS FOR BENDING STRESS AND DEFLECTION,AMP 2020 NYSBC 2306. AND VERIFY ALL BEARING TO FOOTING. ON 7/17/24 + ALL WORKMANSHIP INCLUDING BLOCKING,MILLING,BRIDGING,ECT.SHALL CONFORM TO THE 202D WAY THESE SEALED AND NYSBC AND OR 2020 NYSRBC.PROVIDE LEDGER,BLOCKING,NAILER$AND ROUGH FRAMING 15.TO THE BEST OF MY KNOWLEDGE,BEUEF AND PROFESSIONAL JUDGEMENT THESE PLANS AND TO INCLUDE BUT NOT UNITED TO: HARDWARE AS REQUIRED.ALL BEAMS,JOISTS AND RAFTERS TO BE SET WITH NATURAL CROWN UP. SPECIFICATIONS ARE IN COMPLIANCE WITH 2O20 N.Y.S.ENERGY CONSERVATION CONSTRUCTION CODE ( ) SIGNED DOCUMENTS WITHOUT PROVIDE DOUBLE RAFTERS AND HEADERS AROUND ALL ROOF SKYLIGHTS UNLESS OTHERWISE NOTED. *FRONT,RIGHT SIDE,LEFT SIDE AND ALL LUMBER SHALL BEAR VISIBLE GRADE STAMP.ALL STRUCTURAL LUMBER INCLUDING BUT NOT 16.ALL DECK RAiLS AND STAIR HANDRAILS SHALL CONFORM TO THE 2020 N.Y.S.BUILDING CODE REAR SETBACK LINES iN DASHED THE EXPRESS AND LIMITED TO TJI,TGI.&LVL BEAMS OR EQUIVALENT SHALL BE INSTALLED PER DRAWNCTS AND SECTIONS 1014 HANDRAILS AND 1014 GUARDS. TRIANGULAR SHAPE. CONDITIONED PERMISSION OF MANUFACTURERS SPECIRCATIONS.ALL HANDLING AND INSTALLATION PROCEDURES MUST BE L�rpSUPPLIED BY THE MANUFACTURER AND SHALL BE FOLLOWED.TJI JOISTS AND LVL BEAMS SHALL 17.ALL ROOF FRAMING SYSTEMS SHALL BE INSTALLED WiTH HIGH WIND CONNECTORS(HURRICANE p�oli��,� THE ARCHITECT.*DIMENSIONS TO SAID SETBACK LINES IN NOT BE ALLOWED TO GET WET AT ANY TIME. TIES)INCOMPLIANCE WITH 2D20 N.Y.S.BUILDING CODE r"'y FEET FORMAT(x S.B.).+ESTIMATED PROPOSED NEW SETBACKS S.WITH USE Of ANY TRUSS TYPE,PRE-ENGINEERED OR TIMBER CONSTRUCTION A SIGN WILL BE 18.ALL POSTS TO FOUNDATION FOR THE PURPOSE OF SUPPORTING THE ROOF OR OTHER STRUCTURAL PLACED AT OR ADJACENT TO THE ELECTRIC METER WITH SPECIFICATIONS PROVIDED BY THE ELEMENTS SHALL BLOCKING AS SPECIFIED BY THE ARCHITECT OR A NOMINAL DIMENSION OF 04 one �- 6 AS DELINEATED TO AREAS OF PROPOSED ARCHITECT, FROM STRUCiURAL ELEMENT TO BE SUPPORTED CONTINUOUSLY TO A SOLID MASONRY } - l� SEAL: FOUNDATION THAT EXTENDS BELOW REQUIRED FROST DEPTH AND RESTS ON A FOOTING OF ? NEW CONSTRUCTION(IF APPLICABLE)IN i s „ 6.ALL CONCRETE WORK,DETAILS AND CONSTRUCTION MEiHOOS SHALL BE INACCORDANCE iYPiCAI CONSTRUCTION, FEET AND INCHES FORMAT(x-x). WITH THE PROVISIONS OF ACI318 AND ACI 332 OR PCA 100,AND THE 2020 NEW YORK STATE RECTANGULAR HATCHED AREA(S) RESIDENTIAL CODE CHAPTER 8.ALL CONCRETE SHALL BE TYPE-1,3000 PSI COMPRESSIVE 19.ALL SIMPSON STRONG TIE CONNECTORS AND ANCHORS ARE DESIGNED WITH SPECIFIC LOADS AND AND SECURELY TIED IN PLACE$O AS TO PREVENT DISPLACEMENT DURING CONCRETING. CAPACITIES.SUBSTITUTIONS OF THESE HANGERS FOR DIFFERENT MODEL NUMBERS THAN 0,7, LABELED•'PROPOSED(-)STORY STRENGTH AT 28 DAYS.REINFORCING BARS TO CONFORM TO 2020 NYS BUILDING SPECIFIED BY THE ARCHITECT OR ENGINEER L5 FORBIDDEN WITHOUT VERIFYING THE REPLACEMENT Qo,, ADDITION". �iC� CODE SECTION 1905 MODIFICATIONS TO ACI 318. PART WITH THE DESIGN PROFESSIONAL. *DEPICTION OF NEW STAIRS PLATFORMS A4! REINFORCING SHALL BE ACCURATELY INSTALLED TO REQUIRED ELEVATION A RO S,p ' CONTRACTORS TO VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK. ALTERATION-LEVEL 3 I DECKS,WALKS AND MISC.AS REQUIRED, d 604ASCOPE.LEVEL3ALTERA IONS APPLY WHERE THE WORK AREA YARD ANY DISCREPANCIES ARE TO BE REPORTED TO ARCHITECT.All WRITTEN DIMENSIONS ON 7 r"?r �C� ALL LABELED AS PROPOSED. C. THE DRAWINGS SHALL TAKE PRECEDENCE OVER ANY SGALED DIMENSIONS. EXCEEDS 60 PERCENT OF THE BUILDING AREA f.• i *REMOVAL OF J EXISTING FEATURES SUCH AS 004.2 APPLICATION.L.EVEL3 ALTERATIONS SHALL COMPLY WITHTHE 8.ALL FOOTINGS SHALL BEAR ON UNDISTURBED VIRGIN SOIL HAVING A MINIMUM SAFE BEARING PROVISIONS OF CHAPTERS 7 AND 8 FOR LEVEL 1 AND 2 ALTERATIONS, �• AS WALKS AND DRIVEWAYS TO BE RESPECTIVELY,ASWELLASTHEPROVISIONSOFCHAPTER0. u • �6 'cG� DEMOLISHED. CAPACITY OF 2 TONS PER Sq,Fi.BRACE RETAINING WALLS OR FOUNDATION WALLS AS D� '1 REQUIRED,BACKFILL WITH APPROVED MATERIAL,BACKFILLNG UNDER SLABS,AROUND hk BECTION BOB /p g� PIERS AND ON EACH SiDE OF FOUNDATION WALLS SHALL BE DONE IN LAYERS NOT TO EXCEED ADDITIONS tr�il.DING MKS ECTOR,'V;�la Rye Brook,NY REMOVE EXISTING YARD THIS PLOT PLAN IS NOT A PROPERTY d°pR t 10INCHES.COMPACTION SHALL BE 95%OF MAXIMUM DENSITY AT OPTIMUM MOISTURE .1 1 CONTENT.EXCAVATION MUST BE FREE OF WATER WHILE FOUNDATION WORK IS IN PROGRESS. IS CL SCOPE.PROVISIONS FOR ADDITIONS IN CHAPTER WHERE WORK � CONCRETE BORDER r SURVEY,ONLY A SURVEY CONTAINING 18C1A961FlEDASANADORIONASDEFiNEDINCHAPTER2. \AND CRUSHED STONE !L I'7-FoD1, THE INK OR EMBOSSED SEAL OF A R SC H BULLDOZERS M NNER AS TO CAUSE HEAVY OTHER DAMAGE TO FOUNDATION BE ON SATED WITH CAUTION AND 60B,2 APPLICATION.ADDITIONS TO EXISTING BUMOINOS SHALL COMPLY P T10 WITH THE PRCMSIONS-OF CHAPTER 11. 1 " Lp,,, LICENSED LAND SURVEYOR IS A VALID Y EXIST LEGAL DOCUMENT.THIS PLOT PLAN IS JOHN G. SCARLATO JR. I 8T00 N FOR DEMONSTRATION OF ZONING COMPLIANCE AND LOCATION OF ARCHITECT Ao\ q�� ` '�l�"►�N6W. �;� PROPOSED WORK ONLY. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FOR RESIDENTIAL DISTRCTS YARD /per p°� 2q1 PPNI ° > I I CLIMATE 201E a?OUND `ro QED f CIpL Wi I 15 TIE°GIN 4'v KI f.'INb f 5TUNE TEPJATti P?DIE 11ON LAMER a OAW9K ROOD AfR FREI;Zt WAN A �l p 5M0 EFFECf�5 T-GI I VE0iJ5 ZOt�CAtACM ,G P L r F IMn L I 6$ /OT Iol 4a(mp60 30P� 115/120 NO NO NO 0 5Em 42' YG5 15 W010 FIR 119CO29 WIP 07 500 522 t I �' , NEW CURB �] 'j3o'Z S �,au1A¢p l►+I►ur "7AC/�gnyeg , AT OLD DRIVEWAY CURB CUT •i� 511:T 00till �a a ,,I'Z��Zoz,S -euLS�ri 1'L'�LVewY+�j O I `N;W STONE RETAINING WALL � R,e.v,src,To P��ct.c.�4 t�0yl+�+.r j to I6Izd �/ tiFAgT - OVE(%D ASPHALT DRIVEWAY MDRETUR TOG SS- MOTE'7 DAY NOTIFICATION IS NEEDED BEFORE WORKS STARTS , , (2eLJIjeo r 7 l Z4 Iti>QKv ror- 106&!�v Landowner shall provide Tennessee notification at least seven(7)days prior to any activity within YARD LIHESiLT twenty-five feet(25')of the Tennessee easement("Easeme~nt")area.Landowner,Devefoper, ��2 °,�� Contractor and/or Subcontractor must call Tennessee's Mr.David Werner at 724-841-6061.He 7/25/24 155LE17 FOP ZONING ��y % will have someone standby when work is occnrring•on or near-the easement areas and discuss your $Pti��TKG c - p.gro, �--`- �� APP ATE LOCATION OF 24°GAS TEN SEE TRAM ��`2c time frame for constl LTction activities so we can be on site as work progresses. °�o°�o -� _� -_'_ -- \ SMlSSION LINE YARD �AL� + - -- ZP 0 76'WIDE EASEMENT °a �A °FIG N RYE BROOK ZONING COMPARISON CHART �G 19 RB L: oyoR� YARD ADDRESS: 35 MEADOWLARK ROAD SECTION: 129.84 BLOCK: 1 LOT: 5 ZONE: R-20 .<.. 4 ZONING REGULATION REQUIRED/ALLOWED EXISTING PROPOSED John G. ' CURB LOT SIZE(ACREAGE/SQ.FT.) 20000 27900 27000 G.3'S UTH N$509 1,501e W GROSS FLOOR AREA(FA.R.) 4702 1792 4360 285.38' Scarlato Jr. • MINIMUM FRONTAGE(FT.) 100 262.49 262.49 Architect .� HORIZONTAL CIRCLE DIAMETER(FT.) 100 142t 142t YARD 33 Byram Hill-Road FRONT YARD SETBACK(FT.) 40 44.2 "30.3 Armonk,NY 10504 �' ONE SIDE YARD SETBACK(FT.) 16 14.8 *14.8 NOW OR FORMERLY LANDS OF Phone: 914 273-7350 ROAKEL LINDROTH AS PER COUNTY CLERKC , MAP NO i TOTAL TWO SIDE YARD SETBACK(FT.) 4o I NIA N/A JGSCARLATO@GMAIL,COM 13334 REAR SETBACK(FT.) 40 73.2 NIC _ • n r rl U� MAXIMUM BUILDING HEIGHT(STORIES/FT.) 2/30 2 118.5 2/27.5 S C HWARTZ RESIDENCE 00 HEIGHT SETBACK RATIO FRONT/R.SIDE/L.SIDE 0.6/1.6/1.6 0.3411.1610.1 0.68/1.54/0.15 35 MEADOWLARK ROAD MAXIMUM LOT COVERAGE MAIN BUILDING 14%(3906) 6.6%(1829) 9.7%p(2706) POSTS MAXIMUM LOT COVERAGE DECK 4%(1116) 0°k 419� L2.i RYE BROOK, N.Y. 10573. SUPPORT NET SECTION B 0 �• POST C� MAXIMUM LOT COVERAGE ACCESSORY BUILDING 3.5%p(976) 0%p 0% ' fR1T:R FABRIC � TOP KEPI /7\ -- SECTION < MAXIMUM IMPERVIOUS LOT COVERAGE 8456 5186 '41�02 �„-� ADDITION AND INTERIOR FLOW enacFlu COUPLE 0 14<Qwp MAXIMUM IMPERVIOUS FRONT YARD 30%(2781) 4.8%p(1338)��• (I:L$'4ia '� ALTERATIONS AND o0 NOTES: RENOVATIONS FRONT YARD AREA:9272 SQ FT MEADOWLARK 40'S.B. • ti, SEOTION 8 C moo° (® ) wu r ES SECTION A a , NATIVE Sa•L ��+.• EXTERIOR ELEVATIONS y_ a p q Op 5 , TOE-IN METHOD JOINING SECTIONS OF FENCING PLOT PLAN REVIS ZONING CHART } 6 � INSTALLATION NOTES L L.. GENERAL NOTES ip 1.EXCAVATE A 4 INCH X 4 INCH TRENCH ALONG THE PROPOSED FENCE ALIGNMENT. pn.oc e,rrc,,t1.•<. )/ O [.CAI Y.O•�UpIR fT ��' _ M A R -7 2025 $.UNROLL A SEOTION AT A TIME AND POSRION THE POSTS AGAINST THE BACK(DOWNSTREAM) wCt w,��J (� o ,T R!� WALL OF THE TRENCH(NET SIDE AWAY FROM tN 01101i OF FLOi'Q. ..��r•;•, DRAWING NO. Pr ° ROE• wre�" "�"+Q 1.1 p eeo oR 3.ORIVE THE POST INTO THE GROUND UNTIL THE NE 80 IS APPROXIMATELY 2 INCHES ' (y_ �• tat ero,+po DATED gG' FROM THE TRENCH BOTTOM ° 4.LAY THE TOE-IN FLAP OF FABRIC ONTO THE UIRDISNRBED BOTTOM THE TRENCH. ` ti•' BACNFILL THE TRENCH AND TAUP THE SOD. �in�Y[� &JOBI SECTIONS AS SHOP?I ABOVE I �/ t'••�••` \� 80 - 6.CONTRIBUTING AREA SLOPE LENGTH SHALL BE LIMED TO LE140THS ON N-YS,GUIDELINES. BUILDING DEPARTMENT ' . �a•op wnrce-tvn.,e• � � . SILT FENCE 1�WiL1O& Me~ _ O••� NOT TO SCALE , GTONC WAIL. I • I 9 5Ecow 5rokyIM ON q WW 017a ONESfOI't'G ADDIf60N YATf �°�`���I PIS` 1 Ivl��'ft1iY 1 1 � • rew NON-5r>;u Rrj' I t J 1 1 J I 1 J aVLE WI,N EA195 J 1 1 1 1 MPLIED 10 WALL I 1 617 I I 1 U I J I 1 1 I 6 MCHTE IIM 4o YEA° ll ARasrEc,M R00F �Kf�i rP.OM EAVE5 24" Pry-MMAC1 P I I 1 1 II J 1 _ ---- _ DEYOND IIJIEMOR WALL DELOW CLPA.A \ I�CW fi U�V�91M GU frER E_J S, ! � ... IOW LOMP05 I6 11E 5af](N'ro rnscV Imiz (2) 45 (2� n45 aMD0Ar1151DJJG + E 55 5"MAII-R wwmle"I fIMM-PLIKE 40 YEAR cCOMa DOA tPamcmiumE5 1 J GLLL I , COPPEprL/91JG `n ICE satV7FROMEAVE5`24" `. I I I I �,-�,�Cicsf MOW INIERIOR WALL KWO MWA-UMIKMair=" AnR7 LEADER M5 - I- d�a� -- I yl c.,E 4fPl') s ww eo�YJ'05UE MCA _ r4rW ALU&1WA OMER P E R�+�IT# M17 FASCIA = wairrimn rewvooR - _ WI.MAUERFM wme PLAn�abloom 4 IAW A50A sE 50FFIr S 8 l.. SIDING 5"WEAti•ER ..- 51DELICdifS -- I -" "-._._... CO• _---_..._ Nd1 FASCIA , ••� r 3)IcXtM4 - ckY 45 MVE FLAB aNWAW gww�RDfc PLMP. - E M55 EO 55 I 55 - 5;DU40 5"MAUR LIAO c0E3JER DOARD IOW AY - - - _.._----_--_.. COMP051fe MM 5EMI OM - _ - ___ - _ I EW a 90 PLN i D f'i► E �j; �� 2 2025 5fl1CCA FIM51i CORNEA DOAFD ' WWFR05fWA•L,5UV GMxr 11 1 ANDFOG" 7117 CA5ENEWWiND01M5(D WD ir ----------------------------- I I COW051rE male I II I M,-,L.ac,o wPED F , nro � Eb P05f 5 VH -r4 6Y-O I PIH6 6PA-f 0ma5AN0 I I f-I-LI I I I I I�w AIJn ( I Mrfi 6 Gym --1 I rH�YIWW-P coMPoyrEcauruas AD I j M ycEo�f uam nr RIGHT SIDE ELEVATION i I 5 ICIP i i i i PRn LSE ` I " 1'—�' I I I =__ _ ___ _ _------SCALE: 1/4 I I /� to(l�l� ItX�pC�-1d*�•+I-Iti7w+�`�' u►�I� I_—_j -------------------------------J---I---------------------------I----1 25/2h I55Mt7 1`0t'I'I'JGING ANt7 p�RMlt R LE:V I S% ECE VE d 12 1 1 itMWl3.Ut AO PLA ,•• .I r J (' , YEARARCMIECfUP,/i. �0 DATE • MAR - l I 1 T W s1VV5 2025 1 .I ICE 9Z117 KOM EAVE5 24" • John G. I 1f( 1 1 I 1 ,112 DEYOND wlEM WALL KWN J l 1 l 6 - PRE-nMMFActL�:ED Cld'A.A �- iIMM(NE 40YEAR i I - I I J 11 1 12 , I 1 MWN.UMINJMGUf(ER per_r VI L S ca rl ato Jr. MIGVECTIM ROOF 6 I Wt LEADER PIFE5 V E O F R V O K ICE '�i al!5 I 5!•(rI.D ROM EAVc5 24° IOW c0AhP051IE 50rrif BUILDING o�L D���jO r 6EYOt�B7 INTERIOR WALL DELOW I '�MCIA ' I)EP Architect NEWNUMVNl141(d1r,ER An�7 LEADER•PlPES 51DING 5"1h1:M•ER N:wcoMPoslrEsorrlr _ _ NEwwePL,w: 33 Byram HIII Road come DOA AND rASCIA , �; - Rv Armonk,NY 10504 � , COMP +IE MM 5MW "MMiT ...---- _._-_..._.__-. Q�� Phone:(914)273-7350 KEWw>�'Ei PLANK pj�-�� °�./t/1 COURDOAl37 _ Village of Rye Brook JGSCARLATO@GMAIL.COM _ Architectur I Review.Board ._.d 12 ' I �� ,�� r val Dat �' �� SCHWARTZ•RESIDENCE ' J I I pp 1D 35 MEADOWLARK ROAD Chairman• RYE BROOK, N.Y. 10573 - a�-,.. .. .,_ ADDITION AND INTERIOR ' _ ------•--- - -- 4 —•-- ---- 45 ---•--•-----..._ cx�1,45 - ALTERATIONS AND COW051fe ;a• E�55 ECG.55 . aMRAILS RENOVATIONS WWCOMPOSIIE --- DECKBJG ti, nrrowNDRn� I corwo�fE f�r� I EXTERIOR ELEVATIONS CONCI�,E MOCK IP NJD SNCco FW IA I I ,•, FpJVvPfaDG/V'AL� - I I WARNING: SECTIONS I 'O DOOR OPENING AV I I MW f W5f WALL;5LAD . � ,. • ••,• •,•• I FRA1ae�NEw%v�,Dow �—+—i '" AxDroonNG rl—� THESE DOCUMENTS ARE NOT VALID UNLESS " L_J SEALED AND SIGNED IN INK,NO SCANS, EX1 Ma PN compo%t mM L_— cauw'Is. :' :, ��145 sruccorlw�I REPRODUCTIONS OR COPIES ARE AUTHORIZED A E�ss BY WITHOUT WRITTEN AUTHORIZATION OF JOHN I G.SCARLATO JR.,ARCHITECT. DRAWING N0. EX{StINGPAt10 I I FURTHERMORE; sue : IT IS A VIOLATION OF NEW YORK STATE LAW FOR o' 4�, ANY PERSON,UNLESS ACTING UNDER THE *s ' I I DIRECTION OF A LICENSED ARCHITECT,TO MW10"COW( , I I I_I ALTER IN ANY WAY THESE SEALED AND SIGNED soNM5V �---� r _j LEFT SIDE ELEVATION t�.OWC h'dUIN1lk1 �.J 1•---I 1--J DOCUMENTS WITHOUT THE EXPRESS AND 1/ 41) _ )-O' CONDITIONED PERMISSION OF THE ARCHITECT.- SCALE: `J l t I u 11J 1 _ I L I�1L11�t IJJI,IL J 1 L l 41t.u I tu,'ui1 I JI�L Irl-+�I Mi I �Ii �u1�; IIL��[I ri 14 1f 1f 4 12i'111 I '!iIJt1I Ii TiI I t L11I1t t�J'i_[�uIL 11 -�I T �I1u.1 UI L _L Jl1 'I 1 L.PM L! U 6 U��I. l .T I�I Il 1.Il.[ }�J 6p TI I I r� j I i Jl I ! 1 L I I - �l (u 1JL" � 1 t L 11 LI 1 Jl �j J� Hula Iry Gov � (I j� 11 � Il iL .I ff I�_ L 1 AnoafEc WL EoOF 1 L [i i_ i I I_ � L 1 �tU _ 1 1 I +L T 1 JI 1 I I 1 llll _ I i I� lJ I� _IIJ�t1 TLT�J �CJCLES -��I I LJ 11 l UI ICE 9CL17 MOM EAVE5 24" 1. J IIII (VOT WfMOR WALL DELOW „" r, PEW/UA'BiJUM GUTTER gW colvI 5af __-__ _._—-- _:_ _." _- .- i i�u i NV LEASE PIPES WFM R"aAPDOPIV — - -- --_ _ f [T ll 5MI46 5" hyN/l{�k17E R AnR - -- C"45 fE ;=D tf 1-A55 —_ �XW24 M55' I I 1 liI COMAT DOA __ - ...�..._ L �-..I' !,I I l i 1i 1 I I TI"!T I I.I lIf Ills��!l'II IL—___--•----_-•-- _ — •-\ -_-_---_ — -____-._-..___._._ _ 1�1 11J ll I iL►I 11 i T it_I!!.IJt U! P VEMN I V 6 00611-4 ?.0.9'-9 9'-o" —- `.XW24 :6RE551 (d1AW0TE 51etc S I PEW CONP05itE -- - DECKING _..._...._._.__....__.._...----... --------_.._.......----------- - - AW MVPA5 -- --•---•-- _-- _-- _._—.____ IJEW PS.bib P05f ON %750N ADU56 A1JL?i7r.ED INTO COIJLREn: W-W 12"MMTE EwsnNG 50,'VUA5 Y-6" EXISPNG DELON MAM MMMUM P,f,7x12 12"O.C. 5ME 5MN075 AfrAc fV r0 <7aw&Jo;%WITH 51NP5%L5C55 CONPEcf0E5 I II I -t'a slXwin-, I NEW I( I W CONCRE tE �° LAb17WG PAl7 lFJ;7EP I I " 5 AR LA1 OM L_ I UKIMP.PAnO rLlLylswo P�2 o(104 Revlei v (zekr pcoF lane.. REAR ELEVATION 7/25/24 155UE17 FOt?pt?ICIIJG ANi7 pl:l?Mlt SCALE: 1/4" = 1'-0' 'L 1 I la LL Illl-fill LL .JJ ll I ,!t J I J. ,I -i11 Il_"1.ll Li L I� L h11.1111�1i�I;`i Ill.7._�1Y iUT I_!1 �. IL 1'I I' >'IIf ll iti.ui N,LTJ 1IL II-.I�I ILII ll pb'l1!_II uIfII II _[l+I'.11. J�- � II.111.LU I 1 'I:II_ ILl j��Ll 1�JI_I1 1.1 L I�!J'� LLI.UJ 1J' L! I1l1.1 1 I IU llJJi"J 7t�I I I ill ll 1!_L�� �L1L�1 j� I I II.I I 11.1 I_Il. I.L.IJ It I..I.ILI 111 1 1 .1-��TI 111.1 LI I-L ll I l�_t! ' p i lit 1 ll ll H �I1`� 11� 111 IL li 11._.111 � I I I I_IIL11 I J I.l I I.lLl,l11.1�7i III Il_I� �f�itLILf11..11!. (1i `I. .1 I l �I I� 111 Il �11! � I U L 1!l_ll. J U� N,r3'13 gO'AL' 1)111 f t(_ L!f�T 11I I l.�1L Il.I t L LI i I.[L 1LIL1 L� i UL] u II 1 L�1�._Ll!IJ�� � LIIJL I I i I, l �1 f 1 'J11: 11J'1 f 71.1�1I ����I II-Iil _{I I�11 IULj� 11_i.t ll J ILJ1 I�1.IUI�L�I til I iJiJ iL1LI 1 I I!i-�I LL I► 1AECHMCTWA R0a I L�1�1 III mot'".TJ IUTJ >~LI�j1 L_I _111�i1��iI_Ill ll� 11 1J_LI I I III 1LIJ 1l I!.l l_I_IlJ�� l'l l II 1 !I T. I - 1 I 1�J� 1' I rfJL'71 1 ILL LL�I11LI11 II�I l i�Yf u!r_IL�. ILiTJI I�TI1141 I t.l. ;I'I�t iI L I 1 IL i John G. I. . ; l Il_I. ,t11.1 t I t1 ,f II T 1 7 i� , l (� ICI I I I y ICE 94W FFOM EARS 29 11 I. I 1_lU L�`11 I .I l II.II,L� Ll _tt 1)ULI t1� tL11�1 J I I_r1U I 1 I IIJL�1L1L111<�l ti.l 11 Ili IIi!u_ [IJ I UUI. )l�l l��JLI I Il L1L1�L ,I_ 1.1,.J DEYOW INiERIORVJPI L DELON/ j 1 li 1.it i t ii LITi TI 1 i 7 I 1 n 1 i I ti t 11 T I TI(�i i 1 II 1 t 1 1,I 1 I i 1 I i i I l 1 i ._.._.._ ;•� S ca rl at o Jr. ___ __ _ /Vv LE/vcE PIPE5 V,111911� - ----NEWCONP051E 5oFf1rAro FA50A Architect WJ37IE PLNK LLPP00A97 51171NG 5"ti1�nf}E j1 __-y.._ -- " 33 Byram Hill Road PEw ww7�E PLnIJx 1..Y _-- - -- __--- a:� CoMIRDO/n I��iI - __--——_ _- XWZ4'.6-Pf5'; - -- Armonk,NY 10504 5f&V;W6%Pay ----- — Phone:(914)273-7350 i1wHAE171E DOnVAN7 ; 1. _--_--— — - ---------- ___-- -- -" _ __.._._; _:_ -- JGSCARLATO@GMAIL.COM DAMN 5VE(A — 6urfER APL7 ---- -_ LEIMPIPE5 -- ;I!,Ii ill __ �� __.-- --__..__..-•-----_---..___ __ -- SCHWARTZ RESIDENCE NYw COMPo5 rE -- 50fFlfAN•7FA50A -_ - - - -- ------- 35 MEADOWLARK ROAD _..._....____ _:_ CON?051iE PPPLEP EAVE --- - ---— 6MV P.A4.5 0`401M6 _._,__-- -.- ___-- --- - - NEWCOMP051T RYE BROOK, N.Y. 10573 11EW 50M -- --- -- - --------_ --...----- --- PEW nrcK11J6 CON?OSItE - - -- - - _ -- fW N611 C04U'O�fE 6UP91 COLUMNS - -- EGA — c. 45 CXvIli95 — 4JVKANPM 5 auE5fowTOP -- -- _ __ ---- ---- E 55 E6 55 ADDITION AND INTERIOR cowffff 9.PB __ _ ALTERATIONS AND --___ RENOVATIONS I I I I T c 3>P.r.2d2 MAI I I i I III——I——II EXTERIOR ELEVATIONS r—� rJ I I III C1,911 I ,VJS�''.. r•f.2x12�12"oL _J L———__; I I I LL E5JJ I I EG�55 sfAJR5MMaR5 WARNING: SECTIONS TLL wit'low AtiPCFEDtODO�E THESE DOCUMENTS ARE NOT VALID UNLESS J w'�.L RIM JOIST w1rH S1hV'SL>IJ SEALED AND SIGNED IN INK,NO SCANS, L 5c55 CoWt cf016 REPRODUCTIONS OR COPIES ARE AUTHORIZED I I I I ——————————————— BY WITHOUT WRITTEN AUTHORIZATION OF JOHN 1= =---_----------------------------------------- 1,9WP.f.6.bPo5fON I I G.SCARLATO JR.,ARCHITECT. DRAWING NO. i I I I%'?WNArWb WaMP FURTHERMORE; I I I I Iwo coP rcg ( I SOAR ' i'M12"CONIXT IT IS A VIOLATION OF NEW YORK STATE LAW FOR O• eElo51 rAtir w L� ANY PERSON,UNLESS ACTING UNDER THE r o DIRECTION OF A LICENSED ARCHITECT,TO RIGHT SIDE ELEVATION ALTER IN ANY WAY THESE SEALED AND SIGNED DOCUMENTS WITHOUT THE EXPRESS AND tD� 0 6260." CONDITIONED PERMISSION OF THE ARCHITECT. OF NO q� SCALE: 1/4 = 1 —0 .�.�....�' One&Two Family Dwellings: u (3)The sign or symbol shall contain a alphabetic construction type designation to indicat the INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT A-Ifftf 5I9t40`9501115 FELf f0 construction a of the residential structure,as follows; (a)When truss type construction,pre-engineered wood construction,and/or limber construction Is 12 MAfCHeX15"I utilized in the construction of a new residential structure on in an addition to or rehabilitation of an 2020NY5E000--NY ME P-402.1.2 VA9.5 existing structure,such residential structure shall be identified b a sign or symbol in accordance with (i)if the residential structure Is subject to the provisions of the RCNYS,the construction type FEhf51PAWN 5KYl.ICdif G t b CELU.G PRN&WPL L MA50tJW IATU I LOOK DA5ENZNf WIU%/0 R-VAZ CRAVYL A'KE Vt'PLL g Y g y designation shall be"W and CLLv�Alf Z0\!� U-P f 6 U-F fOP 6 FEf.!E5MAVON SHZ R-VA AE R-VPLLE R-VAL1E I R-WCUE R-VH.LE c d -VPi-IE �°EXTERIOPGRADE CnXPLYWOW the provision of this Part. i 511EANIJG OR ZIP DOAW (b)The sign or symbol required by this Part shall be affixed to the electric box attached to the 49(mmst) 0.52 0.55 0.40 P-49 R-20 or h 8/13 P-19 10/13 10.2 Ff. 10/0 (ii)If the residential structure Is subject to the provisions of the RCNYS,the construction P-3+5 exterior of the residential structure;provided,however,that keLpir NOfc5 PEP 2020 ECCC W5 CNYI fA XE 402.1.2 2RIO ROOF RAMR51 16"O.C.(WRI Y classification type designation shall be"1""II","III","IV,or"V"to indicate the construction classification (1)If affixing the sign or symbol to the electric box would obscure any meter on the electric box, of the structure under section 602 of the RCNYS. a P-valrs ire mm ms.U•ractas are manmyns.w�msulabm is kntat'ed an a ca„aty whth as less tjm ter label a desim Uudarss cr Ur im"at _ HnM ROOF� ) or if the utility providing electric service to the residential structure does not allow the sign or symbol to tle erst*J R-vo4e of or msdaGm y4 rot be le"than UC P-4x � be affixed to the electric box,the sign or symbol shall be affixed to the exterior of the the residential sp eo de table. ATTIC g y {4)The sign or symbol shall contain an alphabetic location designation to Indicate the locatlon(s) b.tlr farestra+�a,U-facto cdu�m errl�dcs skyt�,ts.nr StYC coin+appliess t4 all gLved fene:traNa,.EXeptaac SkµScf ds may be ereduled Fran 9UP504 H5ItIMICME n.5 structure at a point immediately adjacent to the electric box;and � ' containing truss type construction,pre-engineered wood construction and/or timber construction da=ed r«�zo-a~�51'���.VeRmtg e,a;mat<:�•,1 t1�•o,�,3,�e u,�5t�ra•�I,sky.�,t5�,ro`emeed O.3o. INSULATION A N D — 3d' S ELD (2)If no electric box is attached to the exterior of the residential structure or If,In the opinion of c."10/13 mews R-10 cadunns m bu m m the intaw ar axtenm of Ur hom a P-15 runty msulaum a,the keel r asf the baseme f n�I. FENESTRATION structural components,as follows: DRW EDfiv the authority having jurisdiction,the electric box attached to the building is not in a location likely to be J.P 5 4a8 be added to tlr regnred slab ed P raLcs fa h atcd slabs. seen by firefighters or other first responders responding to a fire or other emergency at the residential 'F ENERGY CODE (I} "shall mean floor framing,including girders ens beams: h.nt fastva4e is Canty msulaGai.U>a s:cad vat is ,au codans trrJatam,so"13+5"meav R-13 reify�,latun p'as P-5 caattwn molaGaL f COMPLIANCE.f.0,f Plate structure,the sign or symbol required by this Part shall be affixed to the exterior of the residential (ii)"R"shall mean roof framing:and I.Sic seca r d P-va�applies rdrn=a dim the lIrv)aum is m the mtma or tre mm"wall. structure in a location approved by the authority having jurisdiction as a location likely to be seen by (Ili)I'M'shall mean floor framing and roof framing. STATEMENT firefighters or other first responders to a fire or other emergency at the residential structure. Yi'GYP5LL11 DOPPD ^ 2020 N.Y.SEhERGY CONSEPVAnON CONSiBJCnON COVE kCnON P 402.2.2 Cedmas w that attic sexes. TO THE BEST OF MY N livNLLv'L/JfiEPS M97 LEP17EP5 (5)The construction P-49 FRAY FOAM 11491 AfION type designation shall be placed at the 12 o'clock position of the sign or Vat LRE SECTION P402.1.2 t1 WkES 1145LATM GREAtER n4YJ R A IN P VPLlE511 E CELING MR7 iFE DE�CdJ LIF fli KNOWLEDGE,BELIEF AND \. (c)The sign or symbol required by this Part shall be affixed prior to the issuance of a certificate of symbol,over the location designation,which shall be placed at the six o'clock position of the sign or ROOF/CEILING A55f;WLYDOE5 NOf ILLOW SfIFFICE1Jf S'ACE FOP a PEauff1J NSJLAnoN•n•E MINIMUM eciEw PROFESSIONAL JUDGEMENT, 2dO CEILUJG J015r'5 ✓� -� occupancy or a certificate of compliance.The authority having jurisdiction shall not issue a certificate of THESE PLANSD AND symbol. N5LLA11ON FOP 9"ROOF/?-VPLLE CELI,%A55ENDLE5 SLWLL M P.-3O.IN5LLAVON%KL EXTEND ME Of TOP OF Y SPECIFICATIONS COMPLY OR e lb"O.C. occupancy or a certificate of compliance until the sign or symbol required by this Part shall have been Pt W&L FLAT f0 n•E OUit k EDGE OF SUCH PLAM AW 541N.L NOt(E CO&M-55W.n95 i�DLCnON OF Ri A11ON FROM EXCEED 2020 NEW YORK STATE 1'-0" IcCO/N'OSItE FAXIAoOA°J7 5lL (2)2c6 fOP PLAfE j affixed. fM M0 htNf5 OF 5ECWq R402.1.2 9%L DE UNIT D fo 500 50UAFJ;FEEf(46 M2)OP 20 PERCENT OT ft fork ENERGY CONSERVATION CODE `��• COMP0511E 59Flf 6"DIAMETER (d)The property owner shall be responsible for maintaining the sign or symbol by this Part and NSLLATEDCEILING A�q YhtCiEVEP 15 LE55.1H5 M17LrfIGN SHALL NOf A°PLY f0 tlir U•FACfOP PLfERNAflbE APPROPCH N REQUIREMENTS. Z - SECnON R402.1.4 A\R7 its fOfPl 11A PLtEPtJAnVE 14 SE00 P402.1.5. BLOCKING shall promptly replace any such sign or symbol that is affixed to an electric box when any Change or BEDROOM modification is made to such electric box.The property owner shall promptly replace the sign or symbol SEAL ? by this Part if such sign or symbol is removed or becomes damaged,faded,worn or otherwise less ` conspicuous to firefighters or other first responders to afire or other emergency at the residential REFLECTIVE NOTE BLOCK PANELS MAY BE SQUASH BLOCK MUST BE -v structure.The roe owner shall keep the area In the vicinity of the the sign or symbol required b WHITE CUT 1.2X TALLER THAN r ��• property dY P tY 9 Y q Y REQUIRED WITH SHEAR JOIST.2X4 MINIMUM Yi'GYPSUM Dom 2X6 WOOD 51UD5 a lb"O.C.WIN R-20 this Part clear of all plants,vegetation,and any other obstructions that may hide or obscure such sign or WALL '�C,r� --SFRAY FOAM LUSU An01J MNL'Jd1M symbol or otherwise cause such a sign or symbol to be less conspicuous to firefighters or other first sCAq �F responders responding to a fire or other emergency at the residential structure. REFLECTIVE RED =ice �9A 0- , PANTONE#187 FASTEN RIM BOARD TO = O �~ %'EVERIORGP.ADE WXFLYWOC17 EACH FLOOR JOIST USING Y4"FI.n4VOP 9,0-FLOOR W/rYVEK HOU5E WM OR ZIP 6OAT (e)The sign or symbol indicating the utilization of truss type construction,pre-engineered wood ONE 8d NAIL OR 10d BOX aLED hxv 144'et?f0 JOiSf - construction,and/or timber construction shall comply with the requirements of this subdivision. NAIL PER FLANGE ---- — (1)The sign or symbol shall consist of a circle six inches(152.4 mm)In diameter,with a stoke of ti ?62g0 1 � _ 1/2 Inch(12.7 mm).The background of the sign or symbol shall be reflective white in color.The circle �>iA OF NeN Ilk Fin.2n<l.FI.— and contents shall be reflective red In color,conforming to Pantone matching system(PMS)#187. t 5OUA51i V-OCK5 e 16"O.C. (2)The sign or symbol shall be of sturdy,non-fading,weather resistant material;provided, 112" < 11 7/8"0 F.J.'S a I6"O.C. however,that a sign or symbol applied directly to a door or sidelight may be a perminent non-fading TIRO E 'I i%J \ \� JOH N G. SCAR LATO JR. The construction type i fi=,. sticker or decal. rim00/0 designation shall be r`��~ \ •r\ STAGGER 8d OR 1Od ARCHITECT (2)Z6 RAE I",'ll",to t e c ns'uc DESIGNATION FOR STRUCTURAL to indicate the construction ��� f•�� � � BOX NAILS TO classification of the COMPONENTS THAT ARE OF 'sit' ,\` \ AVOID SPITTING Ya GYPSUv' ='' R TUSS TYPE CONSTRUCTION k �'� 5n1CC0 FIiJ1511 structure under section 602 of the BCNYS PA RATED OSB(OR— OF ONVd�LAitE FLOOR FRAMING,INCLUDING 23132"AEQUAL)RIM JOIST ( � OE NAIL 8d OP CEDAR FERFECtION 514NaE5 6" GIRDERS AND BEAMS OR 10d BOX NOTE: '� N✓rATtEP ROOF FRAMING NAIL TO PLATE LOAD BEARING WALL MUST LIVING ROOM V•%` OP BE ALIGNED OR STACKED KWt SIIANG 6" FLOOR AND ROOF FRAMING SQUASH BLOCK AND RIM JOIST DETAIL z as NOT TO SCALE r _<1 Y?GYP Ai DOAW X 2X6 AOX 5110 a 16"O.C.WITH P-20 STAY FOAM 945LLAWN hVIAWJM FIN15H FLOO2 -� %'FLYV1100D 913 FLOOP '\. Va3'EVEBOP 6VDE CDX PLYWOOD QLED*V NPILED f0 JOi51 W/tYWK HSU WKPP C>R Z6'DOAk17 7/251124 15519i7 HOC?ppICING AW pet?lAl1" 16 P.f.SLL RAM Fh.l5t Ff. — I 5OW5H MOCK5 as 16"O C. II 7/8"fJ F.J.'5 e 16"O.C. PIM o09P -- -- - —-- — - 5LI.5e& __ I (2)2,6 PS.511,R.AfE P-19 DAff IN%LAfM WIN. <li tERAd1E 5HELD x 14"L14 BUG I�',14"LVL t�JGE ° I I t 51iJCCA FIhR9•I ADOVE G?JJr Y?c 16"NgOV25(a 4'-0"o.C. I �� A'JI7 NJ1X I'-0"FRO/ACOkTlEPS = c 7.6 16140.C. z{, John G. u ° 10"PDltD CONCPeE \ 2 IZ e l"0 NEW BASEMENT/ FOLNDAWN WPLL /, ca rl ato Jr. GARAGE/CELLAR/ e y° tt 4 MAP 24"O.C. OR CRAWL SPACE DOM WMALLYAkV HORIZO17%LY 10 G"0.CEIL�aG JO 15 > 4"FROM OJf54Tr L7F POLL' I�"c 14"LVL PNG: j2� 1 Arch itect I"A51 Lf EXP/419014 JOWL`OR �° nrlGTl i9 P15U nrtpf t FREW+i OM14VAfHFEPFOPAWPIPIiJc 2,6 16"O.C. 33 Byram Hill Road fo Wf%%ELL OR 5TOPJA WMER 561Eb o 1,Y&L W4rH 2.2I 16 as 16"O.C. 5"CON-r-Mg 9.Pfi W/6s6/10=10 °° DAff H5tLAnoN INA6 a I6"O.c WU WITH P-2 Armonk,NY 10504 WWM W/VAPGP,DP.vF EP,ON 2" WATERPROOFING 5r119 CAVInE5 a� pp�0n WALL wM P-21 DAff 11JSLLAn01 W A OP 6" Nhiomt COM°PCIE5?6RnVrt c'cor01n AnPROX 2.6 16 C. SECOw1=.00? DAiINStLA101JIIJ SECONDFL00P SnDCA1nnes Phone:(914)273-7350 �� , (FOP DA hLNn °° —"—'"-'—'"-' "'—" " "' 2 I e 16'O.C. 5N7 CAVInES -I_I=M=lit—TR_I11=Ifi'11=1 JGSCARLATO@GMAIL.COM e �1=1 I���i�I i—I— R i 1-111=1Tr 11 I— —I I dfi,II r=I EEIIl I IFII' NEW If2t:0560 16"O.C. fEW11 fJ1360E16"O.c. 0 SCHWARTZ RESIDENCE Ti= ' 4"PM,,.FOOniJG MAN%Wl IT' 6ZW-L COVER WV'ER%f9-'MEN _ _ 35 MEADOWLARK ROAD PIrCFED f012m LL 2 110 I6"OL.CEILING JL&5f5 (Z)I r I ;VL (2)I II e LVL (2)I II LV� (! e < (3) 4 F.E6AR CON11 .JI15 PEP.UiCtEP otE D tP PEG'UJ�fEP t"JLD LP 3"FRO�V1Doffoh1A1�4151DE50F RYE BROOK, N.Y. 10573 24" 12"POLR WW 2x6 ai 16"O.C. I El(ISnNG 2�4 s W 2:6 as I6"O.C. IMOOR 1 l7 Fr5Acie WALL w>TI N IN a N05nNG 2A a 16"O.C.WN•L ADDITION AND INTERIOR :XTEPJOR GJ� DAff ItJ51,LAilON IN r`5o I �" 311 dN L MOOR �'� 511112 CAVIM5 1 4511Nr Fli:st Y `a 16"O.C.w1a U511N6 FR51 VAN P-15 DAff T-O" N7171110N FLOOR VAIN 2-19 D NSLL Aff FLOOR IAnoN UJ ALTERATIONS A N D IWALTYPICAL WALL DETAIL 51LV AVIf I5 SiUD CAVInES SilY1 CAvlilES RENOVATIONS NESN 4"C01.4'.PrtE CV�RAfb SLAM !SCALE: 3/4" = 1'—0' WIM 40 WV.M.5LDRD APPROX."' PEP FOOT faVAT DOOR OPEIJW 119-1 OVCP A COh'd'/L'TED GRAVEL 13A5E r = I I AW FLL Vkr 1 EXl51414 FLOOR J6155 E%I5n1JG FLOOR J015f5 I I l t DETAILS WARNING: I I I I I I I I AND NOTES THESE DOCUMENTS ARE NOT VALID UNLESS I I I I I I I I SEALED AND SIGNED IN INK,NO SCANS, I I I I EXi52n16 PASENENr I I i xlsnf�l3A f✓1bN1 I I REPRODUCTIONS OR COPIES ARE AUTHORIZED I I I I I I I I I I I I I I I I r BY WITHOUT WRITTEN AUTHORIZATION OF JOHN I I I I I I I I DRAWING N0. G.SCARLATO JR.,ARCHITECT. I I I I I I I I 6� �Aq FURTHERMORE; 1 gC� IT ISAVIOLATIONOFNEWYORKSTATELAWFOR ---- T _ �_ --------- -------------------- — ----------------------�ANYPERSON,UNLESSACTINGUNDERTHE o DIRECTION OF A LICENSED ARCHITECT,TO _ ALTER IN ANY WAY THESE SEALED AND SIGNED SECTION °8sssaA DOCUMENTS WITHOUT THE EXPRESS AND SCALE: 1 4"=1'—0" °a we�N CONDITIONED PERMISSION OF THE ARCHITECT. ALL MMI_0,5 M W50M SfM tC rc11FI GAI�!'c'J�D Z�l(CG1tbY,!F:5 5�"Ei .- I C ON N EE C TOR CHART AL fASf&Sa SVI15M sfnz C$"4 SG°Eii'a r.NIL5/i;.91-Au MIR 'd/ik)LI MMC u96'OF(-_fGf i0PK5%r M-Aw OF WN MAW Av Pf K X�sic ego 25. vlrt PLr�JA o f col�,v r_f s GP PtS1E�5'S rx St�Srrt u f t�.5 r,13f As�u. 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I I-?1 t� R-6�.ftl�a_445 1tzH�- �t r: o5awqmtr Lou ccr iC �lJP1Y.�:ffm I-s1_i €� I ,sfAlRsiPr�ACtEiir I FURTHERMORE; 2A 00rrora r�AA*E �1 T �,,�y� -e j '55 � ,� !n.►f -52_2/ IT IS A VIOLATION OF NEW YORK Ma161,O.C.fW010 EtIEI-�If�l__ a E.,��� p P Postcf� STATE LAW FOR ANY PERSON, _ '- e ' 10V"fY59FTMAYFOAJA { I _f:-! III lI I" ( UNLESS ACTING UNDER THE ?-:9 Mu.OLM U 7 5!!t> -I=E i: f I; Ile Etln-+ Iq p I DIRECTION OF A LICENSED 6"FCCEP CaMrl,WW �n5n�,PArO (�' In ti I ARCHITECT,TO ALTER IN ANY 11tl 4 t Y1iP?,Vct?f F'/d PA�J j'Q 5 CGJ'RyLi'�Ilri f'Y!D LvSILAfO1vuv.e ,/ AOW655PG5 Gn12'(41AMtE � I� iPr bi6r'05r5 WAY THESE SEALED AND SIGNED i Mmr&PPR E'.'Ei.'t'18"ON Dui ----1- DOCUMENTS WITHOUT THE a'ro°7Q� :r3 a I'-' COtJf>'Jt 1512"d8"COIF E �i. �� ) , CO t 1JA13P� �("3)P f-3t2 �t Cd ifs' SL4 f 1elowftm 3'6" EXISnr4cofacJWr�''' "�' a ;r COW UM rxErFwtr.f"GALifAc�zw ecsz 3/bss leacvJcc EXPRESS AND CONDITIONED • • o POO"VAN(2)a 4 LW AR FLoop 5w � i' or SfAltit 555 9a.0 pre1,•htit " f� IMfr."•A AI PERMISSION OF THE ARCHITECT. Y Q d° ?°• •< / 612 CO!VPGSifE 16='O.c.SfAw f0l1w _° cowecfOR s Eigoi.J015f I i Lim_tw w?Av eGtrOM2 w r'ROMrV25� fOf�PJ4S I � 'ICAL bVINn0��1 Vital.:nETAll. N01r,A.FINRE 3A5�P,Il�Ni WA 1 nF'AI! 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GPA%ft ME i';: I I"RMI OU 5M�PO„2 WirF'JH'OK I YAM F •,`r`' -� ' 2-6'.2'-b" �)' 3A.�EK '• I � f"JJ�'rx J 2 4'P rG 6" kleW 6AOAa rl?05f WA 15 3An5EAD�Ct1OIJ _ .,� I r0�it�5 ADDITION AND INTERIOR -- ALTERATIONS AND "' RENOVATIONS Mc i vE °a L4q (M CO.MLA v'CE Wirth - ;- 2020!VY51�K40b!'1ViM Orp GF J c Clml'PPV W A CAM"",'IV 12 LISPED ti Mb 3J R406.2 .0'Vl4U5110h AY Jv FJ=OU Ell F., BASEMENT/FOUNDATION '' I- ne CO MO ev M IWO OF ALL - 2 b" , {: ( _�?2f PL YAMC cG�Kti fE 5f.P3 /M LIP,AAW�MPCC(�A►i111 A3/8 POMA37 CEbtE'irrfi f .� wrrHf►i f rrelJ,SrrttE I CONSTRUCTION PLAN COAT 9AL 0e A°PLaW GVW Af.L 05%rreFOUKJAfalSLUE55A I :+; ;,.f.4•Y f; :�+,•,�.S•t• t:c�,:;: ;,, �:. :�`..{r: -_- h0.ArIFPLi1JcEf'S 5P1 LPKiQOPdS WA(E'3'ROM6 MAfMAL.5 f I TYPICAL STEEL POST 1 APB�t7fMT15KfVVVP!}? Cr APPLY„Affpl�tG MA50>'�`'. ^ - i : - -'--- - -- --- -- L. z r AraN 6VALi MAM n 4 G tE POGfth 6 ikI H(3) _ I DRAWING NO. AND BEAM DETAIL + sr �3A1�reap our. /`rf a��p1��fr�1�'f.Gy,�WLTS - •Yi�:t!1,`,>..}.�...�•:t•� •'...�,:•J� �1.�<i.,��rl•!�t't.l:.:•.�•.�•�v1•'r•f�:�;yt-.'�l.i: r.•�•,i.•C I Wrld WFnCA!.Y AXV PW-N6kTOMRWW. AllNOT TO SCALE - - -- --- - -- - ----- "lO�faUY cap FQO�Vq Oi1f541E r P 24 4" ----- - - - - - ` --- - BASEMENT FOUNDATION CONSTRUCTION PLAN SCALE: 1 4" = ?'-0' ALL CONItUOR5141 5IM?5ON5TROb6 fie WN6&VA1JZEOZ&1&COATING OR 51ARU5551EEL TUIL: M-1 FA5Wtk75 CONNECTOR CHART ALL FA5fE9I?51%1?E 51WP50M 5'FON6=rc 5CMWOR NAt5 ALL 9MVI+NVF EOJVA1Nrff1\fl5HCOATING A5COWIECTIOR, TO Pe5rAa MATED NOTE:NO&fEWrNB COKWEC106 OR FAWWER5%ALL V-"51111YEO WaMr CON Nr OF H AWi fECf. WAVER TO 9 CALMANO LEGEND 16 PER 202C$XW5 5EC.010.23, Y&VOIN MLL5 5MJ,HAVE A FIRST FLOOR TYPE MODEL# COATING FASTENER-NAIL SIZE FASTENER-APPROVED SCREW SIZE wwcON5TuwN m1m6ium OF 9 50.Fr.&V f FIRST FLOOR Homowx PporcfloNvv J015f 1,144CER LU5210 zh" (4)0.118 5"@0J015r.(8)0.148 15"@KKU LEVaR JOI5f (4)50 t19-22'LETUP 0 WWFOUWAVON wN Nor LE55 THM!56,,. JO15T Kq all?(POWLE) U6210.2 ZhPAX (6)0.162 5 7'@jO15r,(6)0.162 @Wlaf?/LEVaP (8)51?11`9-I J"-1015f (6)50 119-2 Lepap U51`11%COW WN TO WY TK MLL 9+1L ALLOW 1W E50a EYA51%MM`1946 P05f PA5e A,3u6oz ZMAX foot I'LILLYOPelltv. --- LL (12)0.162 L 5 I'm EM51,11\16 TO oe emowv --.-j F-p Val-I-I'll-P I M-F.-F-1-F-k-NAM F'05f VASE ZMAX (12)0.162:57" (12)512410-1"1 OF ALAPOEROR5TEP5COW TO%C MO.2.5.1 MAY ENCROACH f rx ftOCKIt,4 IN E453,10 CELIN6 eVcPY 10'MAX F05f/LXAM X52.5/6 zlyn (12)0.162 15 eCUQ,(6)0,162,5 @P05r t POOR WILLYDER wo MWINIM FlauO 505 py HqRQONfAL WfH EOUAL NOMN&%jfN5n\j KVf MORE TIM 6". 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FURTHERMORE; IT IS A VIOLATION OF NEW YORK 020 N.Y.S.B.C. UNDERLAYMENT STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE AND ICE SHIELD CODE REFRENCES DIRECTION OFALICENSED ARCHITECT,TO ALTER IN ANY WAY NOT TO SCALE r THESE SEALED AND SIGNED D�� � DOCUMENTS WITHOUT THE Z do if,PITS � EXPRESS AND CONDITIONED PERMISSION OF THE ARCHITECT. New ~ - IOW N-UM24UM ALUMMIA airTEF Ax orTEF" LEPDEF LEADED. ICE WELD FROM EAVE5 24" DEYOND INiERIOF WALL DELOW 2:12(2 16"O.C. 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ICE%D-v FROM EAVE5 24" AFCE91ECTlRA FOOT DEYO�IDE A0F WALL 2112HPRI9fx 51t1��E5 � v�� S ca rl ato Jr. �Z,��I�q�I► 2:10@16"O.C. r —Puy -� Architect PIrCH 6 ON 12 rl,h I� 2 i 10 e 16"G.C. 12f12 ,�IZ pv,�-i� L �L J 1�"�t4"L%Ma 2 f 12 a 16"O.c. 33 Byram Hill Road ircH6o41z �� �\� �x'lPosT Prrai6i12 Armonk,NY 10504 �.4xApa-r iU7d3EFLUk 401?? �IJ ,, c FaOF 2 f 10 a 16"O.C. Phone:(914)273-7350 SHNA E5 °= PITCH 6 ON 12 Pb�-PDkil� r—N zf12HPL7rx +�P \ JGSCARLATO@GMAIL.COM IP GhfWE—p neW nitix:ELIr�E 40vF o NEW PRE-MN11r-KMt7 I I AL"NUM tCE 94ELv I[M3y�.K 4oYR I�WN D�cFoss (J\ AFOi;fecTIRIA.FOOF S C H WA RTZ RESIDENCE CUPOLAWITHHAPFOOFCAP 1 alfTERAAA ARCHIIECR ALP.00w VALLEYUANi7EF (�1` /d SiN�E5 I— -L. LEA"JEF VC PYEPQ7. %NaE5 COMM �, 9�� a 35 MEADOWLARK ROAD ALUMINUM VALLEY `7 •r $ ALU IV,d VALLEY 4 Ti\�,FLAS f0 TAM FLAY'foTADLE QL115o7.2.e•2 �,, RYE BROOK, N.Y. 10573 1�' In"L%FVLF 1507.2.8.2 le "o VAU.EY LIi'l � VXLEYLIMNG MATERIALN J9 ADDITION AND INTERIOR AffACH 5WP50' 3 RMIYCN Ie M5ATALL FAPTER5TO v P KTA&I%9159ttO WMCN-1 ALTERATIONS AND � VYPI.L R 5 YuiM AI'PROVCD � 1 .�t VE5 AT ALL FOOF �TEPs ro *Y FASTF M f0 510" Ai ICE 9tLO FROM EAVE5 24" — WALL PLATES WIM ovED R E N O VAT I O N S 4 Y 2020�5°C F802.55..2.2 �DEYOt ID INiEF10F WALL DELOW� 5FeCIF An0U5 A5 FE N\ QI c8 161, (5LEDEMi♦'bME) DY 2020 i\IY5"C F802.5.2.2 _ P1f0i 16 ON 12 MrCH 16 ON 1 2,12 @ 16"O.C. iwW ALUMMt641 W%1 2f6 W 2T6 _ )13/�i�117�bil��'�-6 V4-4 111 w A� Loi- ROOF PLAN EA 5 N EAvF5 A".M4NJ PPOirEC1UFN FOL?r LEN7EP AfTX ED f0 4 SfA'�D( fpaf-D f 611fTEP A1,v 51VAE5 V.ILL WALL AffACH 5W?5ON H3 H�MC&f ° � ' �, ICE MELD FROM EAVE5 24" 11E5 Ai/i.L WOP 1W FU5 r0 MErAL 2 �+�" >. @ I6" DEYOt\V 10MIOR WAIL DELOW WALL PLA1E5 WI1H APPRM17 N`� ROOFING PirQ�i 6 Oid IZ PI fCH 6 0%112 (%f MQFA TH5 PA&) FA5fEK I?5f05IMP5ON 51PEOPICK10,45A5MXJT12 NEWAIAVI dUMCUrfEFIMLEADER DY 202014Y5FC E602.5.2.2 ICE 9iELD ROM EAVc5 24" DRAWING N0. �f Y D IUr WN.L OECUVI - (5EE DETa n•IS PAL+`) k:1W 2 ALUA AX 0 NfffeA11v LEADER ROOF CONSTRUCTION PLAN &ae�-� - SCALE: 1 4" = V-0' 0;,ws 1 �I PRE-DEMOLITION NOTES: LEGEND 1.THE OWNERS AND THEIR CONTRACTORS SHALL BE FULLY RESPONSIBLE FOR INVESTIGATING, tfwCGV5r131C110N IDENTIFYING AND ABATING ALL POTENTIALLY HARMFUL MATERIALS WITHIN THE STRUCTURE THAT ' _ MAY BE DISTURBED OR AFFECTED BY THE PROPOSED WORK.ALL REQUIREMENTS OF N.Y.S.LAWS 1 0 WWFOUVnAnoN AND THE REGULATIONS OF THE MUNICIPALITY OF THE PROJECT SHALL BE FOLLOWED.NO ATTEMPT IS MADE DURING OUR REVIEW TO POINT OUT ELEMENTS OF THE EXISTING CONDITIONS 0 Eb511NGLON511UGiKhVf05fAY THAT MAY REQUIRE ABATEMENT.THIS STATEMENT PERTAINS TO ASBESTOS AND LEAD,BUT IS NOT EXIsnNG ro BE V�AAO�Ml7 LIMITED THERETO.IN ADDITION,ALL CONTRACTORS THAT WORK ON THIS PROJECT MUST COMPLY WITH THE EPA LEAD LAW WHICH TOOK EFFECT IN APRIL 2010. OPOGV?t`U'WER 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, 0 LICENSED AND INSURED COMPANY AND SIGNED OFF BY THE BUILDING AND DOB PRIOR TO ANY X V1RJD04'JLEfrEP DEMOLITION. /� ELEVATION LOCMON 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 WARNING: ARE NOT TO BE SCALED. THESE DOCUMENTS ARE NOT 5.BEFORE PROCEEDING WITH WORK,EACH CONTRACTOR AND SUB-CONTRACTOR SHALL VALID UNLESS SEALED AND THOROUGHLY EXAMINE THE EXISTING CONDITIONS AT THE PROJECT SITE TO ASSURE THAT THE SIGNED INK,NO SCANS, SCOPE OF WORK CAN PROCEED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. REPRODUCTIONS OR COPIES ARE AUTHORIZED BY WITHOUT 6.PRIOR TO THE START OF REMOVAL/DEMOLITION,PROVIDE TEMPORARY DUST PROTECTION WRITTEN AUTHORIZATION OF BETWEEN AREAS DESIGNATED FOR REMOVAL AND EXISTING TO REMAIN.PROVIDE TEMPORARY JOHN G.SCARLATO JR., DUST PROTECTION ON A CONTINUOUS BASIS FOR THE DURATION OF DEMOLITION OPERATIONS. ARCHITECT. MINIMUM 6 MIL POLYETHYLENE SHEET SEALED WITH DUCT TAPE AS REQUIRED. FURTHERMORE; 7.PROVIDE PROPER SHORE SUPPORTS PRIOR TO THE CUTTING AND OPENING OF EXISTING IT IS A VIOLATION OF NEW WALLS,FLOORS AND ROOF.RELOCATE/RE-ROUTE EXISTING PIPES,CONDUITS,INTERFERING WITH YORK STATE LAW FOR ANY NEW OPENINGS. PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER IN ANY WAY THESE SEALED AND SIGNED DOCUMENTS WITHOUT THE EXPRESS AND CONDITIONED PERMISSION OF THE ARCHITECT. tilt t{I{ tttt 1111 IIII t11t IIII =—=�---------------- 7/29/24 I55MP FOP,MCING ANt7 P6P.Mlf {{; -1 I> I IMh MBAYAIVOFENwAL FOR n_FW W1IC vs ,055Ef fMfNE Iri G.Ur I AWLY POOH I L_ OFEW WPU.I I 1t{I IFOR I'tw e1yovEl F——� tW PRIMA'?(OWPOOM I; DOW I I 1—— J `J CL05Eflilt L lilt RCNOVE H f �l I h'II fPAOVE WALL' NtiWOW 1111 ' III {{{{ John G. I PEMOVEI NOVE IT ___s writ K1tC1 N I IW,tiL ffMov> wPu. _IE►,AE II----,I -� �&�� I LJ I CL05f ��_-��_-;�___� Scarlato Jr. WALL — a)f DININ16 R00,M I I G I I EEMM I I M_ I �}—f cv f I r J I( GUf PRIMN?Y „ I PA11�L.00M � ,III Arch i to ct lilt I .11 � f I o -in I�ooR I I!- srPlRs r — MLy ROOM I L———s—_—J I ffltm lilt I a oSE r I____ I /' ,� — r I �' 33 B ram Hill Road II I I(—(-fT �==I rL — e ehlm I� I�—1 �--1 IFF111 j I GUfLIt�N j I �_I-' I I Armonk NY 10504 CrOwETs I I I 1 I I I <11 J �=•b= -- F�,'navE riNOVE II I I ` I MOvE I ewvelI EEF I I ------I I I I SI I U L' �— CoLUMN __ COLWO I[L 11�11——�1 I �� L, W&LJ L____ II - _ 111111___�I LL JI r �� —————— Phone:(914)273-7350 -------------- -------------- _� I --------- --------- �1111 JGSCARLATO@GMAIL.COM V'�lAOVE ------- FI FLAKE, `— —� -- —J / Rr IIIIPcN',NE J rcr(HI A� a f HALL 13ATN 6 PPA rr�. ............:I r VI�Y I I Glif N/V L / N'AIER 1 REMOVE II = fP.3JdER; SCHWARTZ RESIDENCE &v fQlliLV-----:I L _ r-- GUfI,MN l I `�_v LJ L 35 MEADOWLARK ROAD r I QO�f PhV OF�N ______ r—� •`3• ` I `�'��-J�" — — — —�— — =orENwPl1._ - ��1,IEN,owI�_____�I ����E�—��--ff�--- RYE BROOK N.Y. 10573 II vooR — -- i `�\ FOR raw / f 1 I / I aor III?cA'EOVE �`' n cLort�0oF5 i i ��rnOv1 LLB L� cLor L, �L� _� — r——— —1 T- l i l t Rtli veV0wow&V0ir Gl1fLIVU.Gp00M I I I I —�DN��- I�1 N� ttll I�ovE ADDITION AND INTERIOR F; V0ra4 FOUMDAIfIGN FOR I 1114�n�ow vrr R III LoNapEca%V41.v0AI I I FENovEI I g1ft3EGK00M#3 III I v'`�L IIII ALTERATIONS AND ------------ �i f �MovE1 I GUf FOY�Rw,vL I I ��I II 2 ........... wIL 3l ' RENOVATIONS If cwgv5 `' I II II II II II -t----p---• Il��� � � M�� e MOO PEMovE ---�� �— �N�VE _ _- - II/ till II II liilt rx,� _____ _ __ I H"I ff-,,o„E DEMOLITION PLANS �EMovE RiNpJE—— — — —————— OPEN WP!L FCR I I I It — — _T EX15nNr NEWFR0NfD00F I I BRIG LOCAr�J I I REMOVE I I EX1 16 VGA I I REMOVE 5t00F ===__VJINt70W WUli70vv---- DRAWING NO. z� O c_ A�9 FIRST FLOOR DEMOLITION PLAN FIRST FLOOR DEMOLITION PLANS o?626a� �. SCALE: 1/4)) = 1 —0 SCALE: 1/4 1) = 1 —0 FNeN WARNING: NOTE: THESE DOCUMENTS ARE NOT VALID UNLESS AS PER 2020 RESIDENTIAL CODE OF NEW YORK STATE SEC11ONS R314-315 AND SEALED AND SIGNED IN INK,NO SCANS, ELECTRICAL LEGEND 2020 FIRE CODE OF NEW YORK STATE SECTION 915,THIS PROJECT WILL REPRODUCTIONS OR COPIES ARE AUTHORIZED REQUIRE FULL COMPLIANCE WITH SMOKE AND CARBON MONOXIDE AND HEAT $ rEwOECOPASMrCN DETECTORS THROUGHOUT THE HOUSE INCLUDING AREAS NOT DEPICTED OUTSIDE BY WITHOUT WRITTEN AUTHORIZATION OF JOHN (;gvlae POLE tON1Lil-WAY16MA6'NMV) OF THE MAIN SCOPE OF WORK. G.SCARLATO JR.,ARCHITECT. 117 Kew Ir(ORA01MMr.R5W" Installation of Alarm 'The con"rinlronofnnns)vrtl+varnoldonuerusrngaWeroelecl,lcItornlhnl INCLUDED AREAS ARE GENERALLY,ALL BEDROOMS AND ADJACENT HALLWAYS FURTHERMORE; I�rated of 95 decibel4 at 10leel.Fdr a CO inctcleAl,flip hoth vrd)sadnd in 'Pie comwnaaenntormslroutdurinsrolfedtoeamplyvr➢patltoca!eack� WITHIN 10 FEET OF BEDROOMS,ON EACH LEVEL OF HOME INCLUDING BASEMENTS IT IS A VIOLATION OF NEW YORK STATE LAW FOR Kew GECORAwCEPt/aE haven jurisdiction is your area,Articl+z 760 of the Nauohal Eleclrlt Coda and Ilia tepellthre nuannar—four(4)foil tx►eps.a short pnuse.lnur(4)tail beeps. having AND HABITABLE ATTICS,WITHIN THREE FEET OF BATHROOMS. I,IFPA'n.Make cosizInatlafomsaie+vredloosin single. non• InaS:noketncider><lhehaln+allsoundlnlhareper(uv6tnanrm—unee(3) ANY PERSON,UNLESS ACTING UNDER THE t g ( Lreps,apause,threa{3)beeps.Thetmbtshalllncorpantelrnrr(d}LEDs.A AS PER R2020 RESIDENTIAL CODE OF NEW YORK STATE APPENDIX J, AND THE �GcO t,EWIrCt�'AC�OU��d7F{VLtC12CUfbViF,J�U�t�CEPfPQ.E swilHmd,pow:erltne.whichisnotprotectedbyagrou:sdloultinterruplar. CLASSIFICATION OF WORK THE DETECTORS MAY BE BATTERY OPERATED WHERE DIRECTION OF A LICENSED ARCHITECT,TO A np?inium of 100011.of wim cars be LnLd In Ilia Inlerconneci system.Use f}oeis LED wdf be steady on when AC power is present.or Rash every CO CEILING FINISHES ARE NOT BEING REMOVED TO EXPOSE THE FRAMING,AND ONLY standard UL li;ted,rotreliold wbe 08 gauge at w9pr as tetIMudby local seconds when In the brdtery only mode.A and LED will llzs k axe or Ivnce ALTER IN ANY WAY THESE SEALED AND SIGNED every 15 seconds tohndlcate!makeorCO alarm memay.and%,ADflastlIn NEED BE HARDWIRED WHERE THERE IS ACCESS TO AN UNFINISHED ATTIC FOR ��I (9i9WNA5f woFAf C0EkOFCOPEUiaUt1mpr RECJ:PiALLE wades) DOCUMENTS WITHOUT THE EXPRESS AND (�'�WAS�IvUr`IOERt�FCA7E�f71�Pl9Nf) industry esqferts recommend specific locations for smakealaims.such as unisonwIththesoundetpauemAfromtrer LED bidicaleslauftconddinns, WIRING. 4 IftVECMOUFt1F.1;CEPfpaE everytevelandsleopngafaaol the dweUltrg.They olso recommend nCD The urdlsholl include meHusN"feature lh6,sdencesn smoke alormfor CONDITIONED PERMISSION OF THE ARCHITECT. a1.lrntbelnsmtlodouanchlevelof file home—ldleatlyan any lovel+vithfuel approxrmntelyBr)0rnlnulas4anulsartce alarm condition ccctirs.Ther4d IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THE DETECTORS ARE IJEWM,) -am-ff bursting oprOtinces and ot)Wde of st°eping areas.See User Gulde lot further LED as dra tdotmvrd Rush ev-ry2 secondswMa hi Hush""nnd ilia un11 will TO CODE BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. ro NEW TV CA3i E OUfLEi intotmallan_ nulomnBcal)y re-et Itself The unit shall also Indicate n:ow battery wmndng utilizing a brief alarm NEW Ulf 6 E4EOef PORE OJUf chirp.The unit ihaC al a minlnatm meet the approwlale ragslremenis o►UL Architectural and Engineering 2034,LtL2n.14FPA72,The State ofCallfomlaFlreMaish:d.NFFA10110ne O WWffa55E0LEVPOYs'dL16Hr and Rvo family d•A•elrrngs),Federal Hou6fng AdLhcrilly I�1•Pausing and Specifications Lhban Developinent(HUD).It shall also indbtfe a 10-year manulndurat's D few LE0 twl?-Lino Lar PICK 0E STRIP Tha combinnuon snake rind carbon marexlde alarm shall be Kldda Model krniled v:arrorfy. 05FY VON OYAel? 900•CUAR at approved equal.It shall be pawmred by 120VAC.GOHz source with hvo(2)M backup batleties.-Thtir temperature operating range shall be O®WARNIN iluc un, few RECE5`5E0 Wrlit 0014N LM tz ch,_t Itdntmdr:zlu ilia dt&xrovr rexdv,tt4tr focoGa2s.116 rot b"meen40'Fdnd100'F(4.4%and 3 irCl and t)iehun!iddyoperaUngmnge doupnealoramutocamobxi?twh 5"BAFFLE WIM LENS shall bel0m-95%retouvohunldity.nor5eondehsing. ft25Ha)c+vnmuctarcv.rrlrF.vlavnct:Jif/nsutwkead.;^euloh�ppofect The unit stall lncoipmate a photoelectric smoke sensarvvith nontinnt Rd,"durtY ktNrr IXUIC IY!aLU e(CaraM AtMQ.NfCCYaaSU,L•a nCl not lrrysate0umu O WNW 5,M=pec1ECf0R sensuivrty of 1J4 al-Cl;e`.11.OSS.The CO sensor shall be of nit ►rtht+umrt nRh cy wtc meaC6lcandtA ns rrzn dasdrt co,uux a me f a1l�razercrer Pxx rwes Imis ureoot rawovail muy corsrrrar uVIT rvunr,rg devkm v r,(elr filmen efecuor Ito mIcal design and shall mealthu,senslINtlytequberre sits at cioistaardvAmf:;pnubrorco Don mmmeifeccxonvnvwuunn\,30ppm C WIRWCIO0NMONOXRkrrii:CfOR Undorvrrtters Labor olodes UL2034 Single and Mullipre Station Carbon Monoxide fumins.The unit s1nll quality forUL-approved waiding on lire O WEEP 5MOKE/CAPOON hiOlVAPE COW0 OEfECtOR padmga:Voflds Ydos',Accurate Carbon Manoxlde Arntm'1. Technical Specifications O Tine cannbinalion alarm can be Irtslolted an tlne surface or any vvntl u celling Made{: 900•CUAR Wi v PEAT 0E1ECfm rallovAng Ilse WNFIRAMinufaduser's recommended placamcn)auidalMnga. Powersource. 120VAC.SOHz 42mA max per ularm, Q The nL:rnl can be instagad coany sfattdn OAffERY 09=212 5MOKE/C/MON MONOXIDErd singla gang electrical boR up to a 2 AA bastes backup 4'oct:.gon 1do:clion boo The electrical conrrecuoh{fo the Nnrrrn)sit to[ nn t be adr Y p C,OIVOO VC9CfOR with n plug-In connector Smoke sensor. t4rotaelr_u F 11NC110N DOX POR LlQif FIXTIF A moftum al 24 Klddo devices cart be grtarcalvtected In a ntultipte CO Sensor. Elediocherrilcril station attangement.The interconnect system must not rxceed use NFPA Audio Alarm: 850 at 1011 WALL 5CO,NCE JIK'E04 OOX (NotfonN Fire Prole coon Astoclollw J limit of IS Inlriaung devh_es of whtch 12 can de smoke ufarrim With 18 initialing devices(snake,heal CO,etc), Temperature Range., 40'F(4AC)to 100'F(37.8 CT EXIsnnG PATIO WN L UINf Jl1VLffON OOX Intvrtonnecled,It is silo passible to L ttertrontted G slraba tghL and of HumidityRangat %M-95%relainze hunddify,nat<andeming relay medtdes.Tht:alarm is not designed to be interconnected with allret Size: 4 95`Tn diameter st 1.93"depth ma uluduter'E products,unle3s alhervbse soedfied ❑ ❑ The Norm al:all include a test bulled That will electicinicaVy simulate Use Weight: 0.550 is O CEO IN/FAN f IWFORCEU JI�1CibrV DQ1t presence of smoke and Cb and cause the unit to go into both modes of VArIngr Oulck cunnect plug+vith pigtails atoms.Thtx s^quence tests the unit's electronics to nnsue proper opernUon• Interconnects: Up W N r46de ddoes(ot rfikh 18 can be Inithuna) The CO nt?Mcr will tiol alarm to levels of CO below 30 ppm and will otrtrsn In Warranty, 10 year(ndlad{ballerles excluded)the Ic(lovelrrg time range w lieu exposed to Ilse crnsespoadMng leve!s of CO_ 3.13 AMENDMENT5 TO SECTION R404.1 Replacement batteries: Eneig4w E91L Gold Pear 15A.Golden Power NEW MCK AWE LIGHTING EQUIPMENT(MANDATORY) 70 ppm CO Cancentration:60—240 minutes GLR6A Feplaconrerl baherlo are available+whore — — —�— — R404.1 LIGHTING EQUIPMENT(MANDATORY).NOT LE55 150 ppm CO Con rc cenlrotl6 10—50 minutes you purchasedafar,,.Note.,this afar.Wrote.Do nor uss THAN 90 PERCENT OF THE PERMANENTLY INSTALLED 400 ppm CO Concentration:4—15 minutes arinfum bdlleries In this unlL LIGHTING FIXTURES SHALL USE LAMPS WITH AN EFFICACY Gr,n,oicvrrnrty uL tan,.,ln•,,:p:y,7aA:xrr+R7IND4 tilt ti7 OF AT LEAST 65 LUMENS PER WATT OR HAVE A TOTAL LUMINAIRE EFFICACY OF AT LEAST 45 LUMENS PER WATT. R404.11 LIGHTING EQUIPMENT(MANDATORY).FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY 6URNING PILOT LIGHTS. ExISfiNG EAnNG AAA AVOVE EXI511N6i PArlo /3 o I zS �►,I vt�•r L-asjd�chci,n yes 7/25/2a 1551�n�1?R Pt;ICING ANf7 I'l;t2hAlt MOTA'nory ROOM : W4 Im — - — John G. Scarlato Jr. Arch itect Aau +' RECREATION DOOM „ / uNEN% CLOyr 33 Byram Hill Road t I I I I - -- Armonk,NY 10504 1 I I I I I NEW WIN OW = L11�JJ Phone:(914)273-7350 — — —� JGSCARLATO@GMAIL.COM SCHWARTZ RESIDENCE __j ::: I 35 MEADOWLARK ROAD LmL y 00M ,.., E>uS1NC4 RYE BROOK N.Y. 10573 : i — t X15111\tG G;EPROOM#6 WW CAP.A2 FR05T WA L5 I 1�W1fo Foon%S CH�,eQ� �n1H � I I ANrocoNaX-r 5,P0 ADDITION AND INTERIOR :f ,ply ALTERATIONS AND <: I ( ::; I 01CrvEiJf RENOVATIONS I � flkl�tLE i EW PORCH FR05f WA15 I I ANP F00fiN65 I ":l I- - - - - - - - - - - - - - J REFLECTED CEILING/ ELECTRIC PLANS t. J ::t"c';,>: is ..;': , �; f;..',i� +'r• "� ..ti4,:•. :.:::: �� I ^' DRAWING NO. �cl` *r , I FIRST FLOOR R ,�FLECTED CEILING ELECTRIC PLAN do 0�S260 SCALE: 1/4 = 1 —0 OF NT=`�� WARNING: NOTE: THESE DOCUMENTS ARE NOT VALID UNLESS ELECTRICAL LEGEND / AS PER 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTIONS R314-315 AND SEALED AND SIGNED IN INK,NO SCANS, / 2020 FIRE CODE OF NEW YORK STATE SECTION 915,THIS PROJECT WILL REPRODUCTIONS OR COPIES ARE AUTHORIZED �- REQUIRE FULL COMPLIANCE WITH SMOKE AND CARBON MONOXIDE AND HEAT iJrW17cCOM9ffifCH BY WITHOUT WRITTEN AUTHORIZATION OF JOHN / 3 DETECTORS THROUGHOUT THE HOUSE INCLUDING AREAS NOT DEPICTED OUTSIDE (eWV POLE fONll n 4VAY/SpIrLRlUJEtt7) OF THE MAIN SCOPE OF WORK. G.SCARLATO JR.�ARCHITECT. i / INCLUDED AREAS ARE GENERALLY, ALL BEDROOMS AND ADJACENT HALLWAYS FURTHERMORE; $p NEvr17ECORApu4WfR5WIrCH i IH Zf WITHIN 10 FEET OF BEDROOMS,ON EACH LEVEL OF HOME INCLUDING BASEMENTS IT IS A VIOLATION OF NEW YORK STATE LAW FOR 0 WWMCORAraPf/aE ® AND HABITABLE ATTICS,WITHIN THREE FEET OF BATHROOMS. ANY PERSON,UNLESS ACTING UNDER THE Q WWOECORA�Ftaf(CU[rlNrEMPrrxCvfAae AS PER R2020 RESIDENTIAL CODE OF NEW YORK STATE APPENDIX J.AND THE DIRECTION OF A LICENSED ARCHITECT,TO ICI / / CLASSIFICATION OF WORK THE DETECTORS MAY BE BATTERY OPERATED WHERE I C.LIN5 CEILING FINISHES ARE NOT BEING REMOVED TO EXPOSE THE FRAMING, AND ONLY ALTER IN ANY WAY THESE SEALED AND SIGNED (1EWITcCOi'AAG'CFAI.I.OFCOif6UCJRErf'ECEPiPLLE W/LENS \ L� NEED BE HARDWIRED WHERE THERE IS ACCESS TO AN UNFINISHED ATTIC FOR DOCUMENTS WITHOUT THE EXPRESS AND �`I ( ti`�NdWEt?OFCOI�EREatIMrfJf) / WIRING. iwW�COEA OLLV MCEPr&'U ppIMApYDEt?KOOM tv/�I� CONDITIONED PERMISSION OF THE ARCHITECT. � ExTEIaOR D ] IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THE DETECTORS ARE 1.`wrli E'OU(LEf 1 iv�I 5AV p I TO CODE BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. r� n�wrvC�IEOunEf 5 tXTLkXR a, NEW CAf 6 eTKuf PORrouur INfERNVf ar i `` V i1]h O New RECEnVLEVI7CANNMair 0AFFEL 0' ,U�vf�' `�� (�� � 0 Lew LED(9Jl�R•CPtt Lar na OR 5TPJP / WALL iv ''� ll W VERIFY WITHON0 NOIRJf �- A'CI ; O twW RELE55ED tM9tE 170VM LlGlif 5"DAFFLE A"uN5 MT17 SMOKE f7ETECTOR (D ME7 CW001N NlRJ°xipE pETECfOP / 6Ebk00M#2 I Wr4.K IN CL05Ef LI , O Val)5MOKE/CAP.DOf,f NON°wpe COMDO MccTECfOR b5ET O� O I IN aosrf / I 6GI? EX15fIR(A PATIO wap I EAf pErEcfoR ROOM#4 OD DAffEW OnRATEP 5.Vaf/CAMN MO,=M -————— — T_ _J eELOw COM130 VEfECf02 / AcQ ( / — t ————— JUWTfON DO)(Fl7R LIQ1f Fb(111M EXiER)OR C4fCP& Da d WILL�coNCE.>'.NcnON Dox WAII(ti O AfN 5rNR5 0 MOIJ lr Y WN L UQif PJNCiI°N DOx tv 6AiH/ U ' ' . / W/LE 4 EEC FA MJ7Cp LNnON PDX W/EN5 6QG( NEW COMP0511E i / / I I lAl.l l3AX�R a05Ef i CI �CK 3.13 AMENDMENT'S TO SECTION R404.1 LIGHTING EQUIPMENT(MANDATORY) OI R404.1 LIGHTING EQUIPMENT MANDATOR NOT LE55 SC Lr f OPEN 1013ELOW I t � THAN 90 PERCENT OF THE PERMANENTLY INSTALLED / I „ LIGHTING FIXTURE5 SHALL USE LAMPS WITH AN EFFICACY / I A�CI OF AT LEAST 65 LUMENS PER WATT OR HAVE A TOTAL LU?yM� / � Q �p n00M x 3 "-0 G j R40411L WATT.E EFFICACY OF AT LEAST 45 LUMEN5 PER GHT114G EQUIPMENT(MANDATORY).FUEL i 0 sjR.6t IwT O i All\ ,ROOM 5C O�7 LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY tv BURNING PILOT LIGHTS. 0 / CI EAT1 AAA I — — — — — — — — — EIidrE.J�f •©� • —LfNEN a05Er% I ChiVEr r C105v I 7/29/24 1551-07 POP,Pt 046 ANI7 M MIf / I W&L CI '' MOWr I a� E O i Cl(Afp FAMLYWOM WA L,v � R1 i 1- Ni°U r pot�a CI IN1Ef3 T� SECOND FLOOR REFLECTED CEILING/ ELECTRIC PLAN 110 F SCALE: 1 4" = 1'-0' .00M I Krrcl�ti CI I'J f I LN i, V John G. Q UNW. UVal?_M_I?Q Liv Hardwired Smoke&Carbon Monoxide Alarm Model 900-CUAR (ZLEP C ca rl ato Jr. C 1 t Architect Installation of Alarm Thr.combl:rauanafarrnshtrll�varnaldongerussrgaplemetectdclramlhaf / � O P�� i The combhotien alarm ihould bb Installed to comply Willi rill local code§ is rated 6165 decibels at 10 feel For a CO 6tdtlenl,Ilse boiil viiU sound in IttrAng Iwisdkllort I n your area,More 760 of the Notional EtectrlcCocfe,and Lye repel*de mamlar-four(4)Idst beeps•a short pause.four(4)last beeps NFFA 7^Make certain ell of oars ma imcd ion sinylo,centirtuous(non. In a Smoke Klddum the horn will sound in the r4peUdve Inaralet-Ouee 0 CI TI CL05Et 33 By ram Hill Road beeps.a paise.Uveo 13)beeps-The unit shall ktcorpomfe,four(4)LEDs,A rrvifdied)power Imo.Nhicfi s rot protected by n y:ound laultuderrupler. / Armonk,NY 10504 A maximum of t006II.of wire can be rued to the Inletcohnrrl system Use ff earl LED will ho steady on when AC payer is present.or 11,ish every 60 C seconds Wien In Vie batlety only mode.A tad LED vnV Ilzsh once or Mice / codes).lJLfestall,ousbltold+vie(18gougeartnrgrrtosrcgtlrrdbylocal w Phone:(914)273-7350 codes). every 15 seconds to Indicate smoky or CO alarm nteaitxy.and vAl tlaslt InImius � Urilson wltli the sotmder pattern An ember LED Indicates fault cohdVonih JGSCARLATO@G MAI L.COM ry le a andexp sleep p ng ar6aa specific locations tar s o recommend alarms,n CO,as The unit shag include Vie Hush"'fenture ihot silences a smr3ke alarm for every level and sleep ng area of the dweptng.They also recemmand n C ohtim be froinffed eti each level of Ih"e home-Woolly an any lovul svilli fuel oppios4ndtely Li10 minutes d a nuisance ofaim cand Hon occurs.-ibe.tsd bunirtg nppIlarices and outside W skening nreas.see User Guide lot luitim LED die atonn vial(lash evt ry 2 wconds srh fa In mush"nail die unit willwillS C H WA RTZ R E S I D E N C E inlornwtlon nulomama6calty reset Itself. / <7iN1i IG R FOYEp zo� , 5C The unit stall a!s'a Indicalo n low battery warning utdltbig a brW alarm chlrp.The unZ shall at a mihlrnum meet the appioptiale reci lhamanls of UL 3 5 MEADOWLARK ROAD Architectural and Engineering 20�1,UL217,ftFPA72,The State aiCnldomlaRrefdmshai•NFFAl01f0••m COAT Specifications and lino family dsvelfings).Federal Housing Authority(M\Il.Housing and GFQ$Urban Developrnerit{HUD).It stall abo Include a 10•year mantrind �umi's / cL T LIVING ROOM RYE BROOK, N.Y. 10 573 The combinnlron smoke and cntban monoxide atom shall be Kldde Modell hooted ivarrardy. ' 900-CUAR or approved equal It sfw:l be powered by 120VAC.GOHt source 0 /511�JY vAlh hvio Q)AA backup ball^tle&The teenparaWte operating rondo shall be tv YJA L A WAUTNIFIGc itv:proWctrs.nikvta:.lAd use in hwoor tas'avntkuuw oGa•rt er,not ��f belwcen 40-F and 100'F('L4'C and 3Z8'q and the huniidfly 6peraUno range de,,iyned to rtreesuro comaienro trtrhO:cuticawdsttlan• �tn�t��uld>,t>mt p shall beM-95 ADDITION AND INTERIOR s.relativehumidity,rion-condeming, ft75kAlu:muxtizrorwHzrwltJat;tunrt�uc(hail rkeitdrt,gnevlohrp protect / ; N(EKhEr The urd'shall lncutporate a pnotoelecuic smoke s6ruor vAth nominal trrh.rtiduo't Ran ocuro edecu of CwoniAL:nva9c erposuie hnR'nal Aral•sNcguao / :v CEhtJG x C' � seiis titllv+(kna�t tvq(t tree:Ae nredkMrnndJ:m+s.1f Ur doubt can_Kr:u meamr pu:aa'ater / MaNr >� __ ALTERATIONS A N D lllvity of 174{!-OJt3 Wit 085.the CO sensor shall be of uir � E hawtAuara nAh rnedXul ppsU'eons nniy coxfdvr utln�ivun oily writes wrrch lnou'de Q- _ c4eclro:handeal design and shall meet Mh sensllhrilyretfutremanUat c-id feOraiisuyrJgnurYrorCIAhanAioiowtacaxcn:iamitundw3Oppnr, / T l3 Uncwnvrltern Laboratories 11L2034 Single and hluttiptc Staten Carbon j P (r RENOVATIONS MonoxJde Nartns_'Me Unit Sholl c lily lot ULapproUod b,•ording on Ute , C.LIC�Ir ,rEC LILNr package.'liVOrlcrs Masi Acavale Carbon hlonozldeA)orni'. Technical Specifications /LENS /LEN5 N/LENS The combination storm can be Iralailed on the suNace of any wall or calling Modell 900-CUM / rolloviing the UUNFMINIanuladdiel's recommended placement oduleliries , / Power Source: LOVAC•60Hz 42mA mate per ularnr. Ths claim can he instal ed at any staridnid single gang electrical box•up to a 2 AA battery backup 4"octagon Junction box.Tire electrkal coroie0lon Ito the alarm)shatt be made REFLECTED CEILING/uft11 n plug-in cannedol. Smoke Sensor. r,rotoeiectik A maidmirm of 24 Kiddo devices can tw Intercalwoclr+.d In a multiple CO Sensor, 13echadieralcZ1 mac' ELECTRIC PLANS Elation au m angeenL The imemotnnect sy.ient must not etaeed Vie NFPA / CI Illo ianni Foe Pratectlon Associallan)Until of Ill Initiating devices.of whtdi Audio Alarm 85d19 of IN 'Temperature Range: 46F(4A'q to 100'F 1370'C) / 12 can be smoke alarms Wrth 18(nyatL•+g devices ItnioV.e,heal CO,etc}. / sitsrconneded.It is sUT possUe to interconnect G strobe dghls and or Hplmldity Range: W.;,05%reta'avr Iwmldw,non-condepsing / relay modules.This alarm Is not designed to be interconnected vnth Other Size: 4.05 to dinmeter it 193'death manu!oclute:'s producls,urdess otherwise spedead 0 Weight: 1l.�sti m 9 DRAWING NO. The Mann shall Induct o lest IJIJIfon Ih91 rRl ti'eclionkaHy stnudo4e Ute -+ presence of smoke and CO and raise the unit to go into both modes or Vlting: Ottick cunnad plug wiUspigitdls 1 olaun.This sectotnce lesly Ute uldt's electiortim to ensure proper operation. Interconnects,. Up to 241(Idde devices lot vilikh 19 ear be Infdawria) aQA4, �p- The CO sensor vil8 not alarm to IeveL-at CO below 30 opm and kill alarm.Jn Warranty. 10 year Arnaud(balteilas excluded) ��` the ictlow4rg Ume r rnigo when exposed to Vitt coirespanding levels atCO. Z batteries: Energizer baerfes: eiglz?r E91 Gold Peak ISlty GoldenPovtc-t � *2 70 ppm CO Concentmilon:60-240 minutes GLRGA.R-plocemcrd batteries ate available More 150 ppm CD Concenttadon:10-50 minutes you purcl asad thls:chins Note:Do nor use 400 ppm CO Concentration:4-15 minutes lrtfuum batlarfesfn this unrL POE FIRST FLOOR REFLECTED CEILING,/ ELECTRIC PLAN G260', LLsr.rc•,rJ 1:7.4L luvJ y,r•m:utv'l.vrrr mn,u.,_Irtr'a Li SCALE: 1/4)1 = 1 p—0p �OF"�'1° I TABLE R507.3.1 SECTION R507 2 0 2 0 RESIDENTIAL C 0 D E MINIMUM FOOTING SIZE FOR DECKS TABLE R507.5°a TABLE R507.6 EXTERIOR DECKS LOAD HEARING VALUE OF SOILS`�(ps0 DECK BEAM SPAN LENGTHS (feet-Inches) DECK JOIST SPANS FOR COMMON LUMBER SPECIES(IL-In.) GROUND TRIBUTARY 1500' 20(10' so 2 3000' DECK JOIST SPAN LESS THAN OR EQUAL TO: ALLOWABLE JOIST SPAN° MAXIMUM CANTILEVER'' R507.1 Decks.Wood-framed decks shall be in accordance SPECIES' SIZE' (feo0 OF NEW Y 0 R K STATE SNOW AREA Side of a Diameter of a Side of a Diameter of o Side of a Diameter of a Side of a Diameter of a SIZE SPACING with this section.For decks using materiels end conditions q• square fooling round fooling Thickness square footing round footle Thickness square fooling round fouling Thickness square footing round footing Tldckness SPACING OF DECK JOISTS g LOAD (s It.) a 8 10 12 14 16 18 SPECIES' OF DECKJOISTSthesCANTILEVERS` not prescribed in this section,refer to Section R301. (Ps0 q(inches)9 (Inches)9 Onches) q(Inches)9 Caches)9 On�t09) q(Inches)g Onches)g (Inches) q(Inches)9 Onches)g (Inches) (inches) I-2 X 6 4-11 4-0 3-7 3-3 3-0 2-10 2-8 (Inches) R507.2 Materials.Materials used for the construction of R507.2.2.3 Decay resistance.Plastic composite deck 20 12 14 6 12 14 6 12 14 6 12 14 6 12 16 24 12 1B 24 1-2 x 8 5-II 5-I 4-7 4-2 2-10 3-7 3-5 decks shall comply with this section. boards,stair treads,guards and handrails containing 40 14 16 r 12 14 6 12 14 6 12 14 G 2 x G 9-11 9-0 7.7 1-3 1-4 1-6 wood,cellulosic or other biodegradable materials shall 60 17 19 6 is 17 6 13 15 G 12 14 6 1-2 x 10 7-0 7-1 5-5 4-1 I 5-5 4-3 4-0 R507.2.1 Wood materials.Wood materials shall be No.2 g 2 x 8 13-I 11-10 9-8 2-1 2-3 2-5 be deco resistant in accordance with ASTM D7032. 80 20 22 7 17 19 6 IS 17 6 14 16 6 1-2 x 6 -1 7-I 5 4 4-10 5-5 5-0 4-9 Southern plot grade or better lumber,preservative-treated in accordance Y 40 2 x 10 I6-2 14-0 11-5 3.4 3-6 2-10 with Section R317,or approved,naturally durable lumber, R507.2.2.4 Termite resistance.Where required by 100 22 25 8 19 21 6 17 19 6 is 17 G 2-2 x 6 6-I 1 5-I I 5 4 4 t0 4.6 4-3 4 0 and termite protected where required in accordnnce with Section 318,plastic composite deck boards,stair treads, 120 24 27 9 21 23 7 19 21 6 17 19 6 2-2 x 8 8.9 7-7 6-9 6-2 5-9 5-4 5-0 2 x 12 18-0 8-8 7-2 1-6 4-2 1-5 Section R318.Where design in accordance with Section guards and handrails containing wood,cellulosic or 140 26 29 10 22 25 8 20 23 7 18 21 6 Southern pine 2 x 6 9-6 8.8 7-2 I-2 I-3 I-5 g g g 2-2 x 10 10.4 9-0 8-0 74 6-9 6-4 6-0 Douglas fir-larch'', R301 is provided,wood structural members shall be other biodegradable materials shall be termite resistant 160 28 31 11 24 27 9 21 24 a 20 22 7 2-2 x 12 12-2 10-7 9-5 8-7 8-0 7.6 7-0 - 2 x 8 12•6 11-1 9-I I-ll 2-1 2.3 designed using the wet service factor defined in AWC in accordance with ASTM D7032. 20 12 14 6 12 14 G 12 14 G 12 14 6 spruce- 2 x 10 15-8 13-7 11-1 3-1 3-5 2.9 NDS.Cuts,notches and drilled holes of reservaUve- 3-2 x 6 0-1 7-5 8-8 6-1 7-2 6-8 5-0 spruce-pine P R507.2.2.5 Installation of plastic composites.Plastic 40 IS 17 6 I3 IS 6 12 14 6 12 14 6 2 x 12 18.0 I5-9 12.10 4-6 3•II 3-3 treated wood members shall be treated in accordance with 3-2 x 8 10-10 9-G 8 6 7-9 7-2 G-8 64 composite deck boards,stair trends,guards and hand- 6o h9 21 G 16 18 6 !4 IG G 17 IS 6 2 x 6 8-10 8.0 7-0 1-0 1-I I-Z Section R317.1.1.All preservative-treated wood products rails shall be installed in accordance Willi this code and 80 21 24 8 19 21 6 17 19 6 IS 17 G 3-2 x 10 13-0 11-3 10.0 9-2 8-6 7-11 7.6 Redwood, in contact with the ground shall be labeled for such usage. the manufacturer's instructions. 50 western cedars, 2 x 8 11-8 10-7 8-8 1-8 1-10 2-0 100 24 27 9 21 23 7 14 21 6 17 19 G 3-2 x 12 15-3 13-3 11•10 10.9 10.0 9.4 8-10 R507.2.1.1 Engineered wood products.Engineered R507.2.3 Fasteners and connectors.Metal fasteners and 120 26 30 10 23 26 8 20 23 7 19 21 6 3 x G or 2-2 x 6 5-5 4-8 4.2 3.10 3-6 3-1 2-9 ponderosa pint', 2 x 10 14-11 13-0 10.7 2-8 2-10 2-8 wood products shall be in accordance with Section connectors used for all decks shall be in accordance with red pine` 2 x 12 17-5 15-1 12-4 3.10 3-9 3-I R502. 140 28 32 11 25 28 9 zz 25 8 20 23 7 3 x 8or2-2 x 8 6-10 5-I I 5-4 4-10 4-G 4-I 3-8 Section R317.3 and Table R507.2.3. 160 30 34 12 26 30 10 24 27 9 21 24 B 3 x 10 or 2-2 x 10 8-4 7-3 6-6 5-11 5-6 5-1 4.8 For SI:I Inch=25.4`rim,I foot=304.8 ram,I pound per square foot-0.0479 kPa,(pound=0.454 kg. R507.2.2 Plastic composite deck boards,stair treads, R507.2.4 Flashing.Flashing shall be corrosion-resistant 20 12 14 6 12 14 6 12 14 6 12 14 6 a.No.2 grade wills wet service factor. guards,or handrails.Plastic composite exterior deck metal of nominal thickness not less Ilion 0.019 inch(D.48 40 16 19 6 14 16 6 13 14 6 12 14 G Douglas fir-lurch`, 3 x 12 or 2-2 x 12 9-8 8-5 7-6 6-10 64 5-11 5-7 b.Ground snow load,live load-40 psf,dead load-10 psf,ve-360. boards,stair treads,guards and handrails shall comply mm or approved nonmetallic material that is compatible hem•fir,, 4 X 6 6-5 5-6 4-11 4-6 4-2 3-11 3-8 c.Ground snow load,live lend-40 psf,dead land-lO psf,L/A-360 at main span,L/A-180 nt cantilever with a 220-pound point load applied to end. ) PP P 60 20 23 7 17 20 G 16 I8 6 Id IG G with the requirements of ASTM D7032 and this section. spruce-pine-fir', d.Includes incising factor. with ilia substrate of the structure and the decking materi- go 23 26 9 20 23 7 IB 20 6 16 19 6 redwood, 4 x B 8-5 7-3 6-6 5-I I 5-G 5-2 4-10 e.Northern species with no Incising factor. R507,2.2.1 Labeling.Plastic COIripOSIIC deck boards als. 60 too 26 29 10 22 25 8 20 23 7 19 21 6 western cedars, 4 X 10 9-11 8-7 7-8 7.0 6-6 6.1 5-8 L Cantilevered spans not exceeding the nominal depth of the joist are permitted. and stair treads,or their packaging,shall bear a label R507.2,5 Alternate materials. Alternative materials, 120 28 32 11 25 28 9 22 25 8 20 23 7 ponderoso piney, 4 x 12 11-5 9-11 8-10 8-1 7-6 7-0 6-7 tliat indicules compliance with ASTM D7032 and including glass find metals,shall be permitted. 140 31 35 12 27 30 10 24 27 9 22 24 8 Ted pine` includes(he allowable load and maximum allowable 3-2 x G 7-4 6 8 6-0 5-G 5-I 4-9 4•G TABLE RING R507.3 Footings.Decks shall be supported On concrete foot- 160 33 37 13 28 32 11 25 29 10 23 26 9 MAXIMUM JOIST SPACING FOR DECKING span determined in accordance with ASTM D7032. g PP 3-2 x 8 9-8 8-G 7-7 G-I 1 6.5 6-0 5-6 MAXItAUM ON-CENTER JOIST SPACING Plastic or composite handrails and guards,or their ings or other approved structural systems designed to accom- 20 12 14 6 12 14 6 12 14 6 12 14 6 3-2 X 10 12-0 10-5 94 8-6 7-10 7-4 6-11 DECKING MATERIAL TYPE AND NOMINAL SIZE packaging,shall bear n label that indicates compliance modale all loads in accordance with Section R301.Deck 40 18 20 6 15 17 6 14 15 6 12 14 6 Decking perpendicular to jolst Docking diagonal to joist° footings shall be sized to co the imposed loads from the 3-2 x 12 13-11 12-1 10-9 9-l0 9-I 8-6 8-1 , with ASTM D7032 and includes the maximum allow- g IT}' P 6fl z1 24 R I9 21 6 17 19 G IS 17 G 1/,-inch•tl,ick wood 16 inches 12 inches able span determined in accordance with ASTM deck structure to the ground as shown in Figure R507.3.The 8o 25 28 9 21 24 8 19 22 7 18 20 6 For SI:I inch-25.4 ram I foot-304.8 mm,I pound per square fool-0.0479 kPo.I pound-0.454 kg. footing depth shell be in accordance with Section R403.1.4. 70 a.Ground snow load,live load•40 psf,dead lend-10 psf,UA-360 at main span,L/A-190 at cantilever with a 220-pound point land applied at the end. 2-inch-Thick wood 24 inches 16 inches D7032, too 28 31 11 24 27 9 21 24 8 20 22 7 b.Beams supporting deck joists from one side only. Plastic composite In accordance with Section R507.2 In accordance with Section R507.2 R507.2.2.2 Flames read Index,Plastic composite Exception: Free-standing decks consisting of joists 120 30 34 12 26 30 10 24 27 9 21 24 8 c.No 2 grade,wet service factor. P P direct) supported on de over their entire length. d.Beam depth shall be greater than or equal to depth of Joists will,a flush boom condition. For SI:IInch=25.4 ram,1 foot=304.8 ram I degree=0.01745 cad. deck boards,stair treads,guards,and handrails shall Y PP � g 140 33 37 13 28 32 I I 25 29 10 23 26 9 n.Maximum angle nr45 degrees from perpendicular for wood deck boards. g C.Includes incising factor. g g P exhibit a 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 I I 25 28 9 f.Northern species.Incising factor not included. tested in accordance with ASTM E84 or 1JL 723 with footings shall be in accordance with Table R507.3.1, For Si:I inch-25.4 mm,I square foot-0.0929 m',1 pound per square foot-0.0479 kPa. c.Assumes minimum square footing to be 12 Inches x 12 Inches x 6 inches for 6 x G post. g Boom cantilevers are limited to die adjacent beam's span divided by 4. the test specimen remaining in place during the test. based on the tributary area and allowable soil-bearing a.Interpolation permitted,extrapolation not permitted d.If the support Is a brick or CMU pier,the foot ig shall have a minimum 2-inch projection on all sides. SHEATHING Exception-Plastic composites determined to be pressure in accordance will Table R401.4.I. b.Based on highest food case:Dend+Lire or Dead+Snow. e.Arco,in square feet,ordeck surface supported by post and floorings. TABLE R507.9.1.3(1) DECK LEDGER CONNECTION TO BAND JOIST'•0 NOTE: SIDING noncombustible. THIS DETAIL IS APPLICABLE R507.6.2 Deck joist lateral restraint.Joist ends and t !Deck live load=40 psf,deck dead load=10 psf,snow loads 40 psi WHERE FLOOR JOISTS ARE FLASHING FOR TABLE R507.2.3 5 2"MINIMUM FOR JOIST SPAN PARALLEL TO DECK JOISTS. WATER TIGHTNESS FASTENER AND CONNECTOR SPECIFICATIONS FOR DECKS" bearing locations shall be provided with lateral resistance BEAM SPLICES CONNECTION DETAILS 8'and less B'1"to 8' 8'1"to 10` 10'1"to 12' 12'1"to 14' 14'1 l0 1G' 16'1"to 10, to prevent rotation.Where lateral restraint is provided by BEAM SPLICE IF REQUIRED DECKING ITEM MATERIAL MINIMUM FINISHlCOATING ALTERNATE FINISWCOATING' ( ) On•ccnlcr spacing of fasteners joist hangers or blocking between joists,their depth shall (IF REQUIRED) �� In accordance with Stainless steel,silicon bronze or '/-inch diameter Ingscrew with -inch 3 Nails and timber rivets Hot-dipped galvanized per ASTM A 153 equal not Tess than 60 percent of the joist depth.Where 1al- MUST OCCUR _ = = 0 23 18 IS 13 11 10 ASTM FI GG7 copper OVER POST c.- - maximum sheathing`•4 APPROVED JOIST HANGERS cral restraint is provided by rim joists,they shall be �:r-, , , Bolts` In accordance with Hot-di d galvanized per ASTM A 153 Class C "` !. I=-inch diameter bolt with/,•inch maximum a PPe p secured to the end of each joist with not fewer than three i'~-_ •�:t' r ,•, hl a 3G 3G 34 29 24 21 19 2'MIN. 2x LEDGER WITH FASTENERS Lag screws ASTM A307(bolts), (Class D for/e inch diameter and less)or nhechnni-Stainless steel,silicon bronze or i"�., t,,:f tt.1 shcathing IN ACCORDANCE WITH TABLE R507.2 lOd(3-inch by end of ach)joist ram by 3.3 ram)nails or i.,^n 1 r _.•1'i. (including nuts and ASTM A563(nuts), telly galvanized per ASTM D695,Class SS or 410 copper (;°{ 1 '/Inch diameter bolt with 1-loch maximum washers ASTM F844 washers stainless elect three No.lOx 3-inch(76 ram)long wood screws. l't•' 1 ' 1G 36 29 24 21 18 16 (washers) ( I�;;I f I shcathing' HOLD-DOWN DEVICE MIN 760 LB.CAPACITY APPROVED I I FLOOR JOISTS AT 4 LOCATIONS,EVENLY DISTRIBUTED ASTM A653 type 0185 zinc coated galvanized R507.7 Decking.Maximum allowable spacing for joists sup- POST CAP I I For Si:I Inch-25.4 mm,1 foot-304.8 mar,I pound per square foot=0.0479 kPa. ALONG DECK AND ONE WITHIN 24"OF EACH Per manufacturer's steel or post hot-dipped galvanized per ASTM porting decking shall be in accordance will)Table R507.7. I a.Ledgers shall be!lashed in accordance with Section R703.4 to prevent water from contacting the house band joisL END OF THE LEDGER.HOLD-DOWN DEVICES Metal connectors Stainless steel SHALL FULLY ENGAGE DECK JOIST PER specification A123 providing a minimum average coating Wood deckingshall be attached to each supporting member b.Snow load shall not be assumed to act concurrently with live load. weight of 2.0 ozJfts(total both sides) PP g BEAM OVER POST CAP BEAM OVER POST c.The lip of the Ing screw shnll fully extend beyond the inside face of Ibe band Joist. HOLD-DOWN MANUFACTURER. With not less than two 8d threaded nails or two No.8 wood For SI:I inch-25.4 mm,I fool-304.8 ram. screws.Other approved deckin d.Sheathing shall be wood structural panel or solid sawn lumber. g or fastener systems shall be e.Shoolhin shall be permitted to be wood structural panel, sum board,fiberboard,lumber or roan sheathing.U to'/•inch thickiess orstockcd washers o.Equivalent materials,coatings and finishes shall be permitted• installed in accordance with the manufacturer's installation Far SI:I tact-25.4 ram. g P � P gypsum 6 P r A FULLY THREADED s/i DIAMETER lJ1G b.Fasteners and connectors exposed to salt water or located within 300 feet ore salt water shoreline shall be stainless steel. shall be permitted to substitute for up to/,inch of allowable sheathing thickness where combined with wood stniciund panel or lumber sheathing. SCREW PREDRILLED W/MIN,W PENETRATION c.Holes for bolls shall be drilled a minimum'/inch and n maximum'/.inch larger Ilion the bolt. requirements. FIGURE R507.5.1(1) TO CENTER OF TOP PLATE,STUDS,OR HEADER. u 8e DECK BEAM TO DECK POST d.Lag screws'l,inch and larger shall be pmdrillcd to avoid wood splitting per the National Design Specification(NDS)for wood Construction. R507.8 Vertical and lateral supports.Where supported by Js TABLE R507.9.1.3(2) For SI:I inch-25.4 mm,I foot-304.8 mm. a Stainless-steel-driven fasteners shall be in accordance with ASTM F1667. MINIMUM 2 MINIMUM 2 z -°- �- PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS attachment to an exterior wall,decks shall be positively MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS FIGURE R507.9.2(2) anchored to the primary structure and designed for both verti- DECK ATTACHMENT FOR LATERAL LOADS 12'MIN �MANUFACTURED POST CONNECTOR cal and iaterAl loads.Such attachment Shall not be aCCOm- TOP EDGE BOTTOM EDGE ENDS ROW SPACING IN ALLOWABLE SOILS / -TYPICAL PT POST plished by(he use of toenails or nails subject to withdrawal. SINGLE PLY BEAM- MULTIPLE•PLl'BEAM- Ledger 2 inches° '/,inch 2 inches' )s/p inches' i For decks with cantilevered framing members,connection to Band Joist` s14 inch 2 inches 2 inches' 1 sip inches' exterior walls or other framing members shall be designed and _ I (2)112'DIAMETER- __ For SI:I inch-25.4 arm. 7/251 2'4 155W2 P012 I'f'ICIIJG ANn pE:Vff I 1: 12 constructed to resist uplift resulting from die full live load �y_� THROUGH-BOLTS i a.Lag screws or bolts shall be staggered from the top to(he bottom along the horizontal run of the deck ledger in nccordance with Figure R507.9.1.3(1). GRADE I_� t1'-A specified in Table R301.5 acting on the conlilevered portion of r OR APPROVED f b.Maxhnrmi 5 inches. '- ➢- r--r' EQUIVALENT r L l c.For engineered rim joists,the manufacturer's eccomnicnMlions shall govern. Sur er�,r ,,r.••:.:fi, i-:J,na � li LaTrrt,ri 1i �: :.L-,1° ,:;a,;_:rv:a,:n•.r, r?v 1 the deck.Where positive connection to the primary building I 1 I structure cannot be verified during inspection,decks shall be CONNECTOR d.The minimum distnnce front bottom mw of Ing screws or bolts to the top edge of the ledger shall be in accordance with Figure 11,507.9.13(1). self-supporting. Z STAGGER FASTENERS r I I I I I Ti- l l I I R507.9 Vertical and lateral supports at bandJoist.Vertical POST NOTCH- - I - IN 2 ROWS I 1 J I 1 and lateral supports for decks shall comply with this section. - i,f FOR FULL'BEAM f- 1 4A 13EARING ® ® � 5.5-MIN.FOR 2 X 8' 'DISTANCE SHALL BE PERMITTED TO DIAMETER R507.9.1 Vertical supports.Vertical loads shall be trans- t 2V."MIN. S'MAX 6.5'MIN.FOR 2 X 10 BE REDUCED TO 4.5"IF LAG SCREWS DEPTH I+ _fir PER TABLE THROUGH BOLTS BEAM SPLICE --� - 7.5'MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS L PER TABLE iN BOTH DIRECTIONS (erred to band joists with ledgers in accordance wiW this MINIMUM 12' REDUCED TO THAT OF LAG SCREWS NOTE:NOT SCREWS section. OF EMBEDMENT 2 2' !_ TO ATTACH 2 X 8 LEDGERS TO 2 X 6 4'GRAVEL R507.9.1.1 Ledger details.Deck ledgers shall be a -- -�-- 2'MIN. '.•.i I LEDGER---/ LAG SCREW OR BOLT 3/4•MIN, BAND JOISTS. minimum 2-inch b 8-inch 51 ram b 203 min nonli- �)"-�'i I.. NOTE: Y ( Y ) , 5. POSTS MUST BE CENTERED ON OR IN FOOTING nal, pressure-preservative-treated Southern pine, John G■ P P P I rPl)1 I(ai1 lit 11 For Si:I Inch=25.4 min. incised pressure-preservative-treated hem-fir, or - r _ For SI:I inch 25.4 man. approved,naturally durable,No.2 grade or better lum- - FIGURE R507.9.1.3(t) FIGURE R507.3 bcr.Deck ledgers shall not support concentrated loads PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS DECK POSTS TO DECK FOOTING CONNECTION +^ 211 S ca rl ate J r. from beams or girders.Deck ledgers shall not be sup- Z 2/. R507.5 Deck beams.Maximum allowable spans for Wood ported on stone or masonry veneer. - k'r -'!11 -- belowR507..2 Minimum depth.Deck footings shall extend deck beams,as shown in Figure R507.5,shall be in accordance Architect below the frost line specified in Table R301.2(1)in actor- g R507.9.1.2$and Joist details.Band joists supporting a EXTERIOR SHEATHING with Table R507.5.Beam plies shall be fastened with two rows For SI:1 inch-25.4 mm. dance with Section R403.1.4.1. (edger shall be a minimum 2-inch-nominal(51 ram), of lOd(3-inch x 0.128-inch)nails minimum at 16 inches(406 EXISTING STUD WALL Exceptions: mm)on center along each edge.Beams shall be permitted to solid-sawn,spruce-pine-fir or better lumber or a mini- FIGURE R607.5.1(2) 1.Free-standing decks that meet all of the following cantilever at each end up to one-fourth of tie allowable beam mum 1-inch by 9'/,-inch(25 mm x 241 mm)dimCn- NOTCHED POST-TO-BEAM CONNECTION sional Douglas fir or better,laminated veneer)umber. PRIMARY EXISTING 2x BAND JOIST 33 Byrom Hill Road criteria: span.Deck beams of other materials shall be permitted where s RVA PRIMARY OR ENGINEERED RIM BOARD Armonk,NY 10504 STRUCTURE 1.1.The joists bear directly on precast con- designed in accordance with accepted engineering practices. Bond joists shall bear fully on the primary structure FOR CANTILEVEREO STRUCTURE capable of supporting all required loads. JOISTS crate pier blocks at grade without sup- R507.5.1 Deck beam bearing.The ends of beams shall BLOCKING OR Phone:(914)273-7350 port by beams or posts. I OTHER LATERAL 2"MIN. DECK JOIST have not less than 1/,inches(38 mm)of bearing on wood R507.9.1.3 Ledger to band joist details,Fasteners RESTRAINT LEDGER LEDGER y_y JGSCARLATO@GMAT L.COM 1.2.The area of the deck dots not exceed 200 or metal and not less than 3 inches(76 mm)of bearing on used in deck ledger connections in accordance With REQUIREDOVER BOARD JOIST BOAS 1-'!�MIN. square feet(18.9 mt). concrete or masonry for the entire width of the beam. Table R507.9.1.3(I)shall be hot-dipped galvanized or BED 5"MAX. 1.3.The walking surface is not more than 20 Where multiple-span beams bear on intermediate posts, stainless steel and shall be installed in accordance with LAG SCREWS OR BOLTS inches(616 min)above grade nt any each ply must have full bearing on the post in accordance Table R507.9.1.3(2)and Figures R507.9.13(1)and 2-C"9 MIN S C H WA RTZ RESIDENCE. point within 36 inches(914 mm)mca- with Figures R507.5.I([)and R507.5.1(2). R507.9.1.3(2). JOIST JOISTS sured horizontally from the edge. JOISTS B�1 HANGER FLOOR FRAMING 35 MEADOWLARK ROAD R507.5.2 Deck beam connection to supports.Deck R507.9.1.4 Alternate ledger details.Alternate fram- ;.-- HANGER EACH END 2.Free-standing decks need not be provided with PP g BEAMJOISTHANGERfootings that extend below the frost line. beams shall be atwchcd to supports in a manner capable of ing configurations supporting a ledger constructed toEXISTING RYE BROOK, N.Y. 10573 R507.4 Deck posts.For single-level wood-framed deckstransferring vertical loads and resisting horizontal dis- meet the load requirements of Section R301.5 shall be POST(HEYOND) / POST(BEYOND) / FOUNDATION WALL with beams sized in accordance wiUl Table R507.5,deck post placement.Deck beam connections t0 wood posts shall be permitted. size shall be in accordance with Table R507.4. in accordance with Figures R507.5.1(1)and R507.5.1(2). R507.9.2 Lateral connection.Lateral loads shall be trans- JOIST SPAN JOIST SPAN MEASURED For SI:I inch-25.4 mm_ Manufactured post-to-benm connectors shall be sized for OPTIONAL CENTERLINE TO CENTERLINE ferred to the ground Or t0 a structure Capable of transmit- OF JOIST HANGERS FIGURE R$07.9.1.3(2) the post and beam sizes.Bolts shall have washers under CANTILEVER PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS TABLE R607.4 the head and nut. sing them to the ground.Where the lateral load connection DECK POST HEIGHT' is provided in accordance with Figure R507.9.2(1),hold- CANTILEVERED JOISTS WiTH DROPPED BEAM JOISTS WiTH FLUSH BEAM R507.6.1 Deck joist bearing.The ends of joists shall have NEW DECK MAXIMUM HEIGHT^ down session devices shall be installed in not less than two RIM DECK POST SIZE (mat-inches) not less than i'/,inches(38 mm)of bearing on wood or locations per deck,Within 24 inches(6 10 ram)of each end 4 x 4 6-9` metal and not less than 3 inches(76 nhm)of bearing on of the deck.Each device shall have on allowable stress FOR CANTILEVERED JOISTS 4 X G g concrete or masonry over its entire width.Joists bearing BLOCKING OR OTHER HOLD-DOWN OR SIMILAR design capacity of not less than 1,5D0 pounds(6672 N). LATERAL RESTRAINT TENSION DEVICE 6 x 6 14 on top of a multiple-ply beam or ledger shall be fastened Where the lateral load connections are provided in actor- REQUIRED OVER BEAM JOIST in accordance with Table R602.3(1).Joists bearing on lop FLOOR SHEATHING NAILING AT A x 8 I4 dance with Figure R507.9.2(2),the hold-down tension 6 MAXIMUM ON CENTER TO of a single-ply beam or ledger shall be attached by a devices shall be installed in not less Umn four locations per JOIST WITH HOLD-DOWN 2020 RESIDENTIAL CODE OF Fors):I itch-per ram,1 too(-.047 ram, mechanical connector.Joist framing into the side of a I pound per square foot-0.0479 kPa. deck,and each device shall have an allowable Stress NEW YO R K STATE a.Measured to the underside or the bean, beam or ledger board shall be supported by approved joist design capacity of not Icss Ilion 750 pounds(3336 N). nl JOIST JOISTS WARNING: b.Based on40psf live load. hangers. JOIST BEAM HANGER THESE DOCUMENTS ARE NOT VALID UNLESS c.The maximum pcnnil(cd height is 8 feel for one-ply and two-ply beams. - BEAM EACH END SECTION R507, The maximum pemtllted height for three•plybeamson post cap is6 feet 9 JOrsr + + + + + + SEALED AND SIGNED IN INK,NO SCANS, inches• I-- ==rT POST(BEYOND) POST(BEYOND) + + + + REPRODUCTIONS OR COPIES ARE AUTHORIZED EXTERIOR DECKS R507.4.1 Deck post to deck footing connection.Where L-- --� t eElxh ildl BY WITHOUT WRITTEN AUTHORIZATION OF 41 posts bear on concrete footings in accordance with Section Be^a I JOIST SPAN JOIST SPAN MEASURE R403 and Figure R507.4.1,lateral restraint shall be pro- vosr hwsT CENTERLINE TO CENTERLINE JOHN G.SCARLATO JR.,ARCHITECT. Df2AWINc No. vided by manufactured Connectors Or n minimum post OPTIONAL OPTIONAL OF JOIST HANGERS embedment of 12 incites 305 mm in surroundingsoils or CANTILEVER CANTILEVER FURTHERMORE; 10' ( ) I FLOOR JO15T DECK JOIST �" concrete piers.Other footing systems shall be permitted, JOISTS ON FREE-STANDING DECK JOISTS ON FREE-STANDING DECK IT IS A VIOLATION OF NEW YORK STATE LAW t�' /#_ 7- Exception:Where expansive,compressible,shifting or WITH DROPPED BEAM WITH FLUSH BEAM FOR ANY PERSON,UNLESS ACTING UNDER THE r2 10 other questionable soils are present,surrounding soils OprIONAI aPAAASPAN 811AMSPAN OPTIONAI OPTIONAL BFAMSPAN BEAM SPAN Pn L DIRECTION OF A LICENSED ARCHITECT,TO O shall not be relied on for Interal support. CANTILEVER LANnLEVER CANTILEVER CANTI a FIGURE R507.6 TYPICAL DECK JOIST SPANS ALTER iN ANY WAY THESE SEALED AND SIGNED 121 (� o DROPPED BEAM FLUSH BEAM For Si:1 Inch=25.4 lo DOCUMENTS WITHOUT THE EXPRESS ANDco. CONDITIONED PERMISSION OF THE ARCHITECT. �9jF 2bpao• "� FIGURE R507.5 FIGURE R507.9.2(1) OF NO TYPICAL DECK JOIST SPANS DECK ATTACHMENT FOR LATERAL LOADS GENERAL NOTES 1. CONTRACTOR I5 TO VISIT SITE AND VERIFY ALL EXISTING CONDITION5(INCLUDINS UNDERGROUND UTILITIES,PIPES,ETC)AND -ram, Air(DrAOOr,wvuaDecANaic3 LIMITATIONS AFFECTING THE PROPOSED WORK J�l F /.� co Nor a�me Lr.Lrrc.-/ D i y`t l i�r 2. -ALL WORK IS TO BE PERFORMED IN COMPLIANCE WITH ALL LOCAL,STATE,AND APPLICABLE BUILDING CODE REGULATIONS. J. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE DURING THE COURSE OF CONSTRUCTION OF 1�j THIS PROJECT,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY:THE IS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE`II�P•c(i y 5 7/� �GI•l��'( -f ��t�' 5 '�F�F'CAL LIMITED TO NORMAL WORKING HOURS:AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY,AND HOLD THE CITY REPRESENTATIVES --Ber TRLL Ar cRrdr+aeraDG HARMLESS FROM AND AND ALL LIABILITY,REAL AND%OR ALLEGED,IN CONJUNCTION WITH THE PERFORMANCE OF THIS PROJECT. - � 5��an,m�'n�� z.s-3 5 1c�.',_ w� -3'D^P�"ura+• 4. CONTRACTOR SHALL VERIFY LOCATIONS,LEVELS,DISTANCES,AND FEATURES THAT MAY AFFECT THE WORK.sHOULO EXISTING 8r5j MATE s S++M%%1 N+rims - CONDITIONS DIFFER FROM THESE PLANS,STANDARD SPECIFICATIONS,AND SPECIAL PROVISIONS DO NOT ADEQUITELY DETAIL THE WORK _R=4 AT TOP or B&U an^u CC CUT. TO BE DONE,CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO CONTINUING WITH ANY RELATED WORK.NO ALLOWANCE G P(Z-Ah1&� S 6AL_ 10 MU UAM TCP(a Or BURLAP.I11314.010 orc.RAOI MATCRfx slow.ee P_MOVw. WILL BE MADE IN HIS BEHALF FOR ANY EXTRA EXPENSE RESULTING FROM FAILURE OR NEGLECT IN DETERMINING THE CONDITIONS UNDER /� Uamr CC)A?AC rD LOAM e.cu:u. V A mv i-r A L*. 'B,AL.L S-(p ,! MFOA n souD PCD SrALTO PRfvart semn;e. WHICH WORK I5 TO BE PERFORMED,NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. t s_%9&.0 cv. S. A SET OF SIGNED BLUEPRINTS AND A SET OF SPECIFICATIONS SHALL BE KEPT ON 5ITE AT ALL TIMES L C POWHl2o� OCCIDUOL15 Tree rL WnNG G CONTRACTOR SHALL NOTIFY ALL PUBLIC OR PRIVATE UTILITY COMPANIES(48)HOURS PRIOR TO COMMENCEMENT OF WORK ADJACENT TO �dill EXISTING UTILITY LINES UNLESS ENCROACHMENT PERMIT SPECIFIES OTHERWISE. , 7. CONTRACTOR SHALL PROVIDE AND MAINTAIN SUFFICIENT BARRICADES TO PROVIDE FOR THE SAFETY OF THE GENERAL PUBLIC TO THE SATISFACTION OF THE MUNICIPAL BUILDING DEPARTMENT. j RCMOVc arc Dian OR DAMAGED BFMCNP5. B. ALL MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE NOTED. l 3'BARB MUCH. , —•-• catATc c'swcrr.vmH taw. PLANTING 5PECIFICATION5:raax:;siHc:r - �/ ROP[.9 AT TOP Or eALL SHALL BE CUT. Puuenac TOP:12 OF MALSMAUP.Au.N10WO. GENERAL:All plants,trees,and shrubs shall meet the specifications for'plant material"as per the American Standard for Nursery OCGMDADIe MAT[RlAL SHALL e[P.eA+OV[O. UGKMY CyOrdt'ACTGD LOAM DACrrN.. Stock_The landscape architect reserves the right to Inspect all plants prior to shipping and installation.There are to be no UNDISTDIST URD[D substitutions of the plants without the consent of the landscape architect. !x WLL(n� SHRUB UAL0 PaArmN� PLANTING:All plants shall be planted m pits two times the diameter of the root ball or container. Plant height should be placed at or slightly above previous grade. Pull back burlap from Lop of ball and cut wire on tree basket. Ensure that the burlap is not -Q exposed above grade because of water loss.5taking and guying shall be used only when necessary. When the method is used, i care should be taken to protect the tree bark and wires should be removed as soon as possible. MULCHING:All planting beds(EXCEPT GROUNDCOVER)shall be mulched with three inches of shredded bark to conserve water lNG and keep roots covered during initial growth stage. Do not place mulch heavily around crown of plants. WATERING:All plants shall be watered by the contractor during the initia growth stage.Trees shall be heavily watered several ( times during the first month after planting and then regulariy for the next two summers. ® ® PLANT GUARANTEE:Contractor shall guarantee all newly Installed plants for one-year provided that they are given proper waterinojcare and contractor is notified of unhealthy tressed plants immediately. ' 11�ZI.wr fkj- Gvi Hal ti �. 10 . o0 O r 0"9 1' 6F rV4srll-(6 — '! 5 - k_—­6p-5 VTL4T4 sr�F�fT LI<�E John G. p Scarlato Jr. Arch itect i 33 Byram Hill Road Armonk,NY 10504 / JGSCARLATO@GMA L..COM • �`` / ' `—• • • p�.�••�`.• �-/� � - • p ..�.�O w • �V V ..-�.a� �. '- d +r—...�. _— —� y .ter..«w---�...�`�0 .�-- ,. ---�• � `�� ✓ \\, �G h S L-I N f. Lo cA-c"Vi Y-f H b Ca M o tt G�t+-i SCHWARTZ RESIDENCE \ 35 MEADOWLARK ROAD RYE BROOK,N.Y. 10573 E��sri►aGisT��� ADDITION AND INTERIOR ALTERATIONS AND RENOVATIONS �InIN� z�i �iSrI�IG G •I �'`ISTIN� LANDSCAPE PLAN i A DRAWING NO. — — — — — g 0Ay1 ,���. i 2� a i •� o' i 1I '�oRa$a N I QV • e` • � 4o r EGEND i ou°°i ESMOD � P H .. a.n — UTILITY POLE A°... (]W — WATER VALVE a ER " N o OW ` . p` , -- TREE a W P°fr S • — FIRE HYDRANT r ''' o RICH © — GAS VALVE VVV �6 ',{ J �, o YAN0.9 �0 P.K S SEWER MANH'O�E. �A ° E -- ELECTRIC MANHOLE c •.., •• p� CATCH BASIN � o 99.99 -- ELEVATION e N ►°` �unMu� '(I `+�/� � OT 7 D Y OT I CATI O S — SHRUB �V �o,r Z C�'�/ _ — A N FI— N i NEEDED BEFORE WORKS STARTS --- . ._ uc,TI&H A -7fi 3 O >j �,oCd-I 0r 5 1 Landowner shall provide Teiuiessee notification at least seven(7)days prior to any activity within V GT�cln ��j 46 twenty-five feet(25')of the Tennessee easement*("Easement")area.Landowner,Developer, oq '- 91 rlc+l�� M ►s��1 A yC% PContractor and/or Subcontractor must call Tennessee's Mr.David Werner at 724-841-6061.He '� �i,r, - il���. V `�� will have someone standby when work is occuning.ov or near the easement areas and discuss your �}r-��` ''gr Q�'fp�c�''' ,ovl- time frame for construction activities so we can be on site as work progresses. See �j' UPI r , Z1Z / II� � � � "'•i I V (fo o I 2 K 0 o yV74 4- �� � A ® 1 �,�I'� _/ 1 P-r1g156D 1)fziV�WA1^-f O 641L 0VH va `` f s s�i;I--,r-�_ 6� 0-1I r�r-�IT S l 7,01-31 shy y p 2 ®r, 19?•3 _ - ago • '• s glLr'�evra� x•. . �:`' `�` V��-O ,Z���s \'NQ�L � (� �-- � �.1H�v���s .• - �� � -- -� -- John G 000Z-° X � rb r ZD1,Z7 / �jo�►2 C VL1T`I�MEHT G. \ r, ® �+ oaf t✓ � 7,7 W 10 it. ° Scarlato Jr. : o zo •, Architect } // 33 Byram Hill Road 1. o i Y, eo � Armonk,NY 10504 ' yt / ,o.c.nr` opt°&)(L►�1 J` "" Phone•(914)273-7350 /•/3 9 ��� JGSCARLATO GMAIL.COM 9 pe z°G' @ (ilo A� �' �. Zo3•G3 D e D D • Q � .. 1 � I .�.- f I P, i a . .. • • • E r. I n • • • • • RJ jr"G b i •.----• -- Rf \�/ (�45 LIN�,�.S L.ocM-�.p 6`1 I<►�+��� M� �M ,r'' Z e ' ;�, 1 g�,� I'v�•`'�' t��,s �yrllac '� °7.7� !- �. Y SCHWARTZ RESIDENCE Ep ` C 35 MEADOMARK ROAD Y �`�` RYE BROOK, N.Y. 10573 a� ��A ADDITION AND NTERIOR I ALTERATIONS AND 3 ,{! • '� �, ��� 1� r,� � ,�• `� � x o3 Of RENOVATIONS 2Af I59. ►d N� o SITE PLAN&SFTE DETAILS_.._..... Z011 \ s\ DRAWING No. W fV4 c°wi AT?Ni'lG+ %(I,1�I IC Mr 361* N \- Dm c)F o zm-�>- 9 m z rnO O 5 " �Dm z o z-;0 � �_ � ' D ,x Om ,I) [DIj I i CmI j m /U Z4-a :1�rmn -u ZDO � U) M N n-4 o ;0 �� a o�m� om 0ri Cm CDZ _ � m cI %-4 o� rn MfZ y pj r" ._az -- m m Mz � zv 0 �o z k_� �, z0v00 o M:pl.>0zO zc c o 0 co v,--i o � a� D O m PK � n � D2 z� � flZ z m 1T0D � . 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