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Home My WebLink AboutBP24-118PERMIT #/ SECTION j TYPE OF WORK _ JOB LOCATION EST. vCO # _.9 DATE; i a a vofi - BLOCK LOT 40 N 0 - 050 TCO # FEE DATE FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING Lv RGH PLUMBIN( GAS SPRINKLER v ELECTRIC LOW -VOLT C ALARM AS BUILT C� FINAL C �- iJl:�iQ�o (9iy��a-ass f le tore (Al? Son Mi4�fc)jml,-/W/ Pr0100 l7e OTHER APPROVALS BpT P8 ZBA - OTHER AL SURVEY PRIOR TO l/l INS BUIlDINB MUST BE POSTED WTTH A PERMANENT CONSIRUCTTON TYPE IDENTIFICATION SIQlt O PRIOR TO THE ISS WNCE OF A CM, AS Rf AARED BY W STATE LAW. VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK NO: 25-018 Certif f cate of ®coup ucp This is to certify that / 8/s hog Z, L 0, of, ktdf Bmo k, / V �-"/ having duly filed an application on �, ( 02L q JO�20 requesting a Certificate of Occupancy for the premises known as, Q 1/ V soum Rye Brook,NY, located in a lam—15 Zoning District and shown on the most current Tax Map as Section: Block: / Lot: :.-.:?, 5 , and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No , issued 20 2 , such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following New York State Classifications, Use: R-L-3 U � Construction: for the following purposes: ZLJY Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made,and no enlargement, whether by extending on any side or by increasing in heig44hall be madifn r shall the building be moved from one location to another until a permit to accomplish such change has qen ed fro a Building Inspector. Building Inspector,Village of Rye Brook: Date: 5 QyE DR 'g. i� . 19 VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J.Bradbury www.ryebrookny.gov TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Steven E. Fews Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE January 28,2025 7 Bishop LLC 7 Bishop Drive South Rye Brook,New York 10573 Re: 7 Bishop Drive South,Rye Brook,New York 10573 Parcel ID#: 130.77-1-25 Mechanical Permit#24-072 issued on 6/10/2024 for Fire Sprinkler System This certifies that the residential fire sprinkler system,installed under the above captioned permit,has been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to DR, 4' .C. 1�w4 V. G 190 � VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J.Bradbury www.ryebtookny.gov TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Steven E. Fews Stephanie J. Fischer David M. Heiser Salvatore W.Morlino CERTIFICATE OF COMPLIANCE January 28,2025 7 Bishop LLC 7 Bishop Drive South Rye Brook,New York 10573 Re: 7 Bishop Drive South, Rye Brook,New York 10573 Parcel ID#: 130.77-1-25 This document certifies that the work done under Mechanical Permit #24-096 issued on 7/18/2024 for the installation of a new underground LP tank has been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to DR t VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A.Klein (914) 939-0668 Christopher J.Bradbury www.iyebrookny.Qov TRUSTEES BUILDING& FIRE INSPECTOR Susan R.Epstein Steven E. Fews Stephanie J.Fischer David M.Heiser Salvatore W.Morlino CERTIFICATE OF COMPLIANCE January 28,2025 7 Bishop LLC 7 Bishop Drive South Rye Brook,New York 10573 Re: 7 Bishop Drive South, Rye Brook,New York 10573 Parcel ID#: 130.77-1-25 This document certifies that the work done under Mechanical Permit #24-100 issued on 7/31/2024 for the installation of two new condensers and two gas furnaces have been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to D E C E� V BUILDIlv�i` ENT For office use only.. PERMIT# - /? JAN 10 2025 DDVILLAGE OF RYE BROOK ISSUED: l0 boy 38 KING STREET,RYE BROOK,NEW YORK 10573 DATE: VILLAGE OF RYE BROOK (914)939-0668 FEE: (p j�-�PAID 1K BUILDING DEPARTMENT www.ryebrooknv.gov APPLICATION FOR CERTIFICATE OF OCCUPANCY,CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION Address: �►SV`op "D��v� So.�-T+�-� 7L�1� T'�ro�� r� Occupancy/Use: 5 F Parcel ID #: 13Q, 7 7- —AS— Zone:y Owner: Address: ]�}j tb1�lESator2 LANE 50'4 L Sr u wv ko%o �i/p P.E./R.A. or Contractor: 72,r;1Qde)) MGzl,'V16MQ4 Address: Person in responsible charge: V Ik0'Dt rAC0 � Address:5 tAv\e , So,Akk,Sr�v„-�M-t 105clp 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: D 'l � lor being duly swom,deposes and says that he/she resides atS$thlune�G►� (Print Name of Applicant) (No.and Street) in '�Qta-i'NSC-U " in the County of V-y StC-A_e S 4rZ in the State of ,that Wity/Town/Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipment,_professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:$ �p l0 5 t O 0 0 for the construction or alteration of: C W Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawfulfor 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 , 20 day of , 20 Signature of Property Owner Signature of Applicant f/l-/0 IDiIl'�I/k6) Print ame of Property Owner Print Name of Applicant Notary Pu Notary Public GREGORY M.RIVERA 6/l/2024 Netary Public,State of New York No.01 RIS441398 Qualified In Westchester County Commission Expires September 26,2021 �E BRC�k, BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :- I U� �U� DATE: ' PERMIT# 1 2 v ISSUED: 6-/0'7`SECT: 130•77 BLOCK: LOT: l LOCATION: / ✓ ✓✓ �-TV;iI OCCUPANCY: ❑ YIOLATION NOTED THE WORK IS... 0" 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 ,g 'FINAL ❑ OTHER �yE BR(��• 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: J ! -S !" ',--)e I✓e -560 t DATE: f �b- Z d Z,5-- PERMIT# P2 P Z y+11 lO ISSUED: SECT: 13�. 77 BLOCK: LOT:2 LOCATION: / Y l�� /� OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... Q, ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION -' REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION❑ NATURAL GAS 'V j:j''L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL �., A a A bZ ❑ OTHER /� BRC�uk o tim 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 : fS'`() I' e 1 �e' DATE: ! PERMIT# /w / 7 el- U 7 L ISSUED: SECT: BLOCK: LOT: Z LOCATION: , V ` Yi) /-/-d a"'-j 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 [I INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK J] FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION l ❑ FINAL /i SPCa.� ❑ OTHER �E BRC�� O� 2m uJ � BUILDING DEPARTMENT VI' ILDING 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: � )Z�!1�j k u 2 �"-)E' I k1to- SO L� i- DATE: 1 - ) (0 - Z O Z PERMIT# 'n)( 2"/ - / 0J ISSUED: SECT: �.30- 77 BLOCK: / LOT: ZS� LOCATION: / t � /v Ho U S� OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... D 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 i❑ OTHER H ✓.,4 C �QyE aRC��. O Zm cu ::E BUILDING DEPARTMENT ❑B3jtLDING INSPECTOR WASSISTANT 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 : / S�c1 t �J� V'e DATE: PERMIT# ID-7 ISSUED: SECT: BLOCK: LOT: LOCATION: / V F w 140 u 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 �'• - M ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER I e CA SS'-P j]'IFINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL IVI�G ❑ OTHER U AJ WA Q , / / / �Y o fit/ j �E BRC��. O� Zm 1. cu � 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR 13A/SSISTANT 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)l��U e V 12 DATE: PERMIT# 1J1 Z'k 1 ISSUED: '� •'SECT:13 0 .7 7 BLOCK: LOT: 'ZS LOCATION: W yJ A Q U SQ OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION 1�(12 � REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS 2 G� J ❑ L.P. GAS ❑ FUEL TANK ,M ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION FINAL ❑ OTHER 13A C (1 C'ov2 /v{ram VI�- N 4oM P Pe 4 CA& z ..QN e GX Oa QO' .111 l,,� je fiRI�' o` �m ,9a2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR aASSISTANT 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 : 7 Q 1 v - DATE: /0 /,7 PERMIT# P` ISSUED: SECT: /Y'0• 7 7 BLOCK: LOT: �S LOCATION: IL P ill, P r iC } t S I d( 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 �� A PtaQ (S(1, © L.P. AA m 7%i9-t,l�' ❑ FUELL TANK n ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC��, cu � 1932 BUILDING DEPARTMENT ❑BUILDING INSPECTOR E[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: PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: kA �` 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 y ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL OTHER � � /aJ �E BRC�j�. O� 2m 1932 BUILDING DEPARTMENT ❑BUILDING INSPECTOR QASSISTANT 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 :- '? 61 5 0 DATE: + - Z (.)Z.y PERMIT# iJ� 2 - ISSUED: SECT:Z30. ] ) BLOCK: LOT: ZS LOCATION: 1yP �'j V ') OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... 0 ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING INSULATION ❑ NATURAL GAS i y-+ "I ) I Ali ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER f�� A F-r,cl7), v\ V OLD /?/�•. ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E BRcb 1982 BUILDING DEPARTMENT r❑ ILDING 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 : 77 TbI �c�D L�� 1 VET. 7O LI DATE: �y 0/ PERMIT# `` ( ISSUED: -/,)-l' SECT: 130- 27 BLOCK: LOT:-" , LOCATION: L) F oj -0 OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED 2 REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING 1� ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS �f J ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER :* rl�b 2 p n'� r F" ❑ FINAL PLUMBING ❑ CROSS CONNECTION Z A C ^� ❑ FINAL L G O ❑ OTHER V L . p �E BRC��, cu � '9a2 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 : 2 �3 /� 1-1 U ,P �.� I✓ S U u L) DATE: PERMIT# A f -;X'/ — 022, ISSUED: r" ! SECT: U BLOCK: LOT: LOCATION: / P i, >OJ 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 r ❑ NATURAL GAS t- ❑ L.P. GAS ❑ FUEL TANK tO ❑ FIRE SPRINKLER 4 1 ) ( l (�f•V �� S �j4 / S ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC��• '9a2 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: PERMIT# ISSUED: v'L SECT: 130• BLOCK: LOT: I LOCATION: cl, 1 t !� _�� P C t� OCCUPANCY: �o ❑ VIOLATION NOTED THE WORK IS... Q 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 �yE BRC�k 1982. BUILDING DEPARTMENT ❑BUILDING INSPECTOR FJ 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 : S a� O 17 �P ( V C !�V,� DATE: 8 -2,3 Z Q Z PERMIT# /"i io ISSUED: �' �O'1 dECT: -7 7 BLOCK:_LOT: 2r LOCATION: /' / '- 4 S � . C1 �/ >.7` OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION flqz, /a REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS r ❑ L.A. GAS ❑ FUEL TANK �} FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E BRC�� cu � t7 BUILDING DEPARTMENT ❑BUILDING INSPECTOR IIASSISTANT 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 : / C 7 l cj Ul DATE: J Z PERMIT# I o? / > ISSUED: SECT: BLOCK: LOT: LOCATION: 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 J' ❑ NATURAL GAS - ❑ L.P. GAS ❑ FUEL TANK / ❑ FIRE SPRINKLER -`f ��' / ; � C! vv cl ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC��. cu � BUILDING DEPARTMENT VBLDING INSPECTOR SISTANT 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: / '_Je i ye DATE: PERMIT# Z J ISSUED: "/O' L/ SECT: BLOCK: LOT: LOCATION: ��-� `/�� OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... Q ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS 10 ❑ L.P. GAS iA ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING j? ❑ CROSS CONNECTION L� A f r yi (,F ❑ FINAL Z-`10THER ' �E BRC��. 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:- t_ " l JC'R :y .1} DATE: L� Z Y PERMIT# ?l 2- 9 1 ,27 ISSUED: 7 I y"L/ SECT:,3o. 7 7 BLOCK: LOT: ZS LOCATION: + ` ^, t J u OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... Q ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: D ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION D NATURAL GAS 'O"A ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �yE BR(�k. '9a2 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)1Q-O P DATE: z I PERMIT# `�\ �'� I ISSUED: I b'Z SECT: / BLOCK: LOT: S' LOCATION: �_ \ /'.J r 1 r�^�� OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE CI FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION l ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL 2-'OTHER �E BR(��, cu � 1952 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: ' ! L'I PERMIT# i ISSUED: SECT: BLOCK: LOT: Z-' LOCATION: + OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... 0 ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS p L.P. GAS G ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION 0� ❑ FINAL �] OTHER BRC�v� Village of Rye Brook Public Works and Engineering Department �) �O� 938 KING STREET•RYE BROOK,NY 10573 . 1982. (914)939-0753 FAx(914)939-0242 INSPECTION REPORT Address: d /L �(� Date: !G ' Name• k, r.L(/ Location: Permit#:Z I Phone: Email: Work being Inspected: Work Inspected is: c to 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 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: r 1�474� Diagram: w�j �A/' /////� ///a_/'//,/ / ��y / ice(/ /w�///✓ ��O //�// �/ ,�// Signature QyE BR(��, ,9a2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : i �1 DATE: ? 2- J�7 PERMIT# ISSUED: SECT: /3a 72 BLOCK: LOT: LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... El ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED D FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS y ❑ FUEL TANKL- ❑ FIRE SPRINKLER �; �, PLC-cl ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL OTHER QyE[3RC��• 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 : J 1 5� >r V� DATE: PERMIT# ISSUED: SECT: L)-77 BLOCK: LOT: LOCATION: OCCUPANCY: IOLATION NOTED THE WORK IS... ❑ ACCEPTED ElREJECTED/ REINSPECTION SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION l ❑ NATURAL GAS i.11' �% l� .� lit ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �Qy_E BRC�uk 0 2m 1932 BUILDING DEPARTMENT ❑BUILDING INSPECTOR _ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : 3 k'- \ V o J J u DATE: ? ' l L - Z o Z PERMIT# P? Z 7 Jo ? ISSUED: 7' /O-1 SECT: 1 U•7 2 BLOCK: / LOT: LOCATION: p, S Q • OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... [I ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ,0 ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS 1,41 ❑ L.P. GAS �+ ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER BR k Village of Rye Brook ° tim Public Works and Engineering Department 938 KING STREET•RYE BROOK,NY 10573 1932, (914)939-0753 FAx(914)939-0242 INSPECTION REPORT Address: /i� /� �f� Date• y Name: 7 � L L Location: Permit#: � Phone: Email: Work being Inspected: Work Inspected is: Acccp 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 ss Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk bass 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: ±7 i O� Diagram: � b Signature �yE Bk'� '9 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 : -`J2 1 Ve DATE: > 2 PERMIT# � d.�� J ISSUED: /' L'l SECT:��BLOCK: LOT: LOCATION: 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 Ci ❑ L.P. GAS ❑ FUEL TANK J ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION n 1 (� ❑ FINAL /VF (lb G r f ` J OTHER n r' ❑ ti C U wi 4)-v P14 'J �yE BRC�� 1932 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : 1 -8 1--�-'O;�, 3e ys Zak h DATE: PERMIT# V� Z I - I ISSUED:L Jj Z` SECT: /3 J.7 BLOCK: LOT: _ S LOCATION: �+ W J yp 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 / J ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E BR(�� Zm .Fi 0 o 19L32 BUILDING DEPARTMENT ❑BpILDING 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: t) Z PERMIT# ISSUED: SECT: BLOCK: LOT: G LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED 0 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 � a � I—i W cn >C y .y ° CJ7 a w O cn z v a1 a. ►n r W 0 u � MTI g4 ( v ` ) w O O o _ .-4 Z A � w w 0 = w r W Z z aaZ O = O V H ^ z W N� A O A V b aoi �i V '4 z O �O V v b 0. � p = `r' O .. W cn W Z = W a CIA a N _ x I—+ W H H ZA � 7E P,� o �, Cn 1--1 CN w O V o a o a 0 f r � 0 o zo za � � O - H o z U x 'y .. LL W Z 0 �.� A z O o. ch a ai o JQ ZUi FL 0.4 w x � � �. b o BUILDIi DES'' MENT ( 'VIED VILLAGE OF R4'E'; OOK 938 KING�TRFET RvE BR ,NY 10573 APR — 1 2024 (914) 939-0668 ' _ wwwxyebrook.or2 VILLAGE OF RYE BROOK BUILDING 'DEPARTMENT FOR OFFICE USE nONL ': Approval Date: e it# J�d7��/'� Application# ARBp —65 Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: Date: l< lg BOT Approval Date: ase# Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# Other: Application Fee: Permit Fees: XTERIOR BUILDING PERMIT APPLICATION Application dated: is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildin s,s{ructures,additions,alterations or for a change in use,as per detailed statement described below. 1. JobAddress: I —1 2. Parcel ID#: .7 I — � 2-5 \ � Zone: �- 3. Proposed Improvement(Describe in detail): 4. Property Owner: LL Address: S-eAye�zi-o Z:� 0�Dt c) Phone# q �` • Lj(02_- I 2. S1 _e-mail List All Other Properties Owned in Rye Brook: NONE, �M Applicant: Address: Phone# Cell# e-mail Architect: Address: Phone# Cell# e-mail Engineer: Address: Phone# Ceti# e-mail General Contractor: '�Ql1G/ �O 77 Ks Address: /:!5y 3,/?/ A4y� `Ya' u-14 s�?k/1'! A)Y to s-9 .3 Phone#`qj7-1/6'�r o�7 Cell# e-mail 6/1/2023 5. Occupancy;(1-Fam.,2-Fam..Commercial.,etc...)Prrc-construction: V' sLL f o �Post-construction: -1*��yQ 6. Area of lot: Square feet: 12- 1 �O 2 R Acres: 0 . 2: 1 �p 7. Dimensions from proposed building or structure to lot lines: front yard: .�Iff rear yard; U , 1 ` right side yard: 15,0 left side yard: 2-5 1 other: N I Q 8. If building is located on a corner lot,which street does it front on:_N _ 9, Area of proposed building in square feet: Basement: M5 1"tl: ISOS' 2"``fl: 1310 3"fl:_0 JA 10. Total Square Footage of the proposed new construction: t3 39g 11. For additions,total square footage added: Basement: J N!ti I s' fl: 2nd tl:�A Yd fl: 12. Total Square Footage of the proposed renovation to the existin—e structure: 13. N.Y. State Construction Classification:5� N.Y. State Use Classification:—23 14. Number of stories: 2- Overall Height: `72—t~311 i4fcdian Height ��,,25-2`� 15. Basement to be full,or partial: �(1I . finished or u`' i�nshed: I111'i�tl 16. What material is the exterior finish: Lao S1U�1 17. Roof style;peaked,hip,mansard,shed,etc: Roofin aterial:A4-01 � �Nq� 18, What system of heating: 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 20. Will the proposed project require the installation of a new,or an extension/modification to an exi*tin automatic fire suppression system?(Fire Sprinkler,ANSL System, FM-200 System,Type I Flood,etc...) Yes: No: (if yes,applicant nntst submir a separate Autonnatic Fire Suppression Svstetn Perntit 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: X No• Area: 22. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? lies: No: X (l f yes,applicant must submit a Site Plan Application,&provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: (if yes You must submit a Site Plan Application.&provide a detailed topographical survey) 24. Is the lot located within 100 ft. of a Wetland as per§245 of Village Code? Yes: No: (if ves,the area oJlverland and the wetland buffer zone must be properly depicted of the survey&sire plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28107? Yes : No: X df.ves.the area and elevations of the flond plane nnust be properly depicted on the sutvev&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 Flome-Occupation as per§250-38 of Village Code? Yes: No: XIndicate: TiER 1: TIER Ii: TIER III: (if yes,a Nome Occupation Permit application is required) 28. List all zoning variances granted or denied for the subject property: _N 1a 29. What is the total estimated cost of construction: $ Wl{1� , IJV� )Vote: The estimated cost shall include all site improvements,labor,material,scaffolding,fired equipment,professional fees. including any material and labor which may be donated gratis.if the final cast exceeds the estimated cost,an additional fee will be required prior to issuance of the CIO 30. Estimated date of completion: Wwch 202S (2) REVI PLA E APR 12 2024 DAT i]vfL K 6, ,2023 BUILDING DEPARTMENT BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 RESIDENTIAL LOT AREA COVERAGE Addressl b&w �c. S Section: 1W.71 Block: Lot: It) -�Wz Y-INx. la�3 PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS (Local Law 3-88) YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4% 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°I6 R-5 5,000 30% 5% 3.5% R-2F 5,000 30% 5% 3.5% Existing: Proposed: 1. AREA OF LOT I2-1107 -S9 Sq. Ft. 12,107. 5Q Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) 1730 Sq. Ft. 19 33 Sq. Ft. b. Area of 15'Floor Divided By Area of Lot x 100 I�• % ` lL�' 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages,Tool Shed, Playhouses) NT.Sq. Ft. Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 N % % 4. AREA OF DECK N Sq. Ft. wjA Sq. 'Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 N % N JA % I attest to the best of my knowledge and belief, the above information is correct. Ar hitect's Signature (3) 8/12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address:l r Section: ISO.T� Block: Lot: 2S Zone: _E) bcmo - N .Y. 105-13 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 4520 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 R2-F 30 *"Base Lot Area"is the minimum end of the lot size range in the "Lot Area" column Area of lot: SCIA. Existing Allowed Proposed Total impervious coverage = 2-� (A S .ft. a,2' ( S . ft. d S .ft. Front impervious coverage = I i�;.-1 6 % 3,5 % S 2- .4 % I attest to the best of my knowledge and belief, the above information is correct. Arc tect's ignature (4) 8f 12/2021 REVISE _ PLANE APR 1 2 2024 BUII,DIVG DEPARTINIENT DA E _ VILLAGE OF RYE BROOK VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 BUILDING DEPARTMENT (914)939-0668 -- BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: I,1 130, Section: 130,-1-7 Block: I Lot: �f MAXIMUM GROSS OR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area —21,780) x 0.11478421 ]: a. Allowed = � �{ Sq. Feet b. Existing = j 22 Sq. Feet c. Proposed = - Sq. Feet HEIGHT/SETBACK RATIOS FOR RESIDENTIAL DISTRICTS DEFINITION: A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of the lot line from which it is set back The ratio modifies the maximum permitted Height of Building by forming an inclined plane beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer windows not covering more than 10%of the entire roof area,shall be permitted to extend. Height and Setback shall be calculated using the formula, Height 1 Setback= X, where X is the required side or front yard ratio for the:zoning district in which a property is located as specified in Article VIII of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings FILL IN YOUR RATIOS: ZONE fXLS77NG PROPOSED REOUiRED FRONT, FRONT: FRONT: .44 R--35 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT. .48 A?ZS SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 R-ZO SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: (),(�Q FRONT: .60 R-15 SIDE: SIDE:I,J(� SIDE; 1.60 FRONT: FRONT: FRONT: .80 R-1SA SIDE. SIDE: SIDE: 2.40 FRONT FRONT: FRONT: .69 R-12 SIDE. SIDE: SIDE: 1.60 FRONT FRONT: FRONT: .80 /P--fO SIDE. SIDE: SIDE: 2.40 FRONT. FRONT: FRONT: .96 R-7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 R-5 SIDE: SIDE: SIDE: 4.00 FRONT FRONT: FRONT: 1.20 Jill SIDE SIDE: SIDE: 4.00 I attesOe est of my knowledge and belief, the above information is correct. Archit is Signature (5) 9!13:2021 ILLUSTRATION OF HEIGHT / SETBACK RATIO Setback Line for— I / Maximum Height I / // I REAR IMinimum J Setback Line I _ � I M C c a v I ti 'J 01 J Q 4 t / o o 12 w HOUSE to 3 ."_a 7 / POTENTIAL E .002) 9 BUILDING 2 q — — .3 ENVELOPE w a a a a / FRONT Area in which Average Grade Is Measured STREET Average Grade Along Property Like at Property Line ELEVATION PLAN Table R301.2. 1 2020 IRC CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOR RESIDENTIAL DISTRICTS IN RYE BROOK GROUND- WIND SPEED TOPOGRAPHIC SPECIAL WIND- SEISMIC DESIGN SNOW LOAD (mph) WIND EFFECTS WIND BOURNE CATAGORY WEATHERING REGION DEBRIS ZGME 20 psf 115/120 NO NO NO 0 SEVERE FROST LINE TERMITE WINTER DESIGN ICE BARRIER FLOOD AIR FREEZING MEAN ANNUAL DEPTH PROTECTION TEMP. UNDERLAYMENT HAZARDS INDEX TEMP. REQUIRED REQUIRED 42" YES 15 YES FIRM MAP 1000 52.2 36119CO279F 9/28/07 (5a) 8/12/2021 BUILDING DEPARTMENT E CC E �W VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 APR - 1 202h (914)939-0668 _ . _ www.rvebrook.org VILLAGE OF RYE BROOK BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT . STATE OF NEW YORK, COUNTY OF WESTCHESTE''RII ) as: �/ IOQ o , residing at, I` 55351 M& 2aLeU . N .l 10,59� (Print name) (Address V+hrI'C yuu li%C) 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; Rye Brook, NY. lob Address) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief, that there arc 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. (Stvnatur f Property Owiwr(s)) P77 DIDC�*_ Wiint Name ol'Properh 0vyner(sl) Sworn to before me this day of Hom 1 , 202,4 C I-- J� (:vat ublic) Gina M 8uttacavoli Notary Public, State of New York Reg. No. 01 B00003080 (6) Qualified in Westchester County Commission Expires March 20, 202--? 8r12/2021 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. p. Notice of Utilization of Truss Type, Pre-Engineered Food, - or Timber Frame Construction. (Title 19 Part 1264& 1265 d ) APR To:The Building Inspector of the Village of Rye Brook. VILLAGE OF RYE BROOK gUILDI.fJG DEPARTMENTENTFroth: r00±�Eo ..__�. Subject Property: 3. L: I x 1,��- `2cJ Zone:� � N Y. OS7 Please take notice that the subject; ❑ One or Two Family; ❑ Commercial, )(New Structure ❑ Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; ❑ Truss Type Construction(TT) _�`Prc-Engineered Wood Construction(PW) ❑ Timber Construction(TC) in the following location(s); Ei Floor Framing, including Girders&Beams(F) ❑ Roof Framing(R) ,f 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 before me this ZlU Swom to b fore m this 2C� day of ,20 day of ,20 i Signature of Property wner Signature of Design Professional ////V/D!M L CO-U 11� 5k1 Fri n Name of Property Ow Pri t Name of Design Profes on Nota ublic 17 y Public Gina M Buttacavoli Gina M Buttacavoli Notary Public, State of New York Notary Public, State of New York Reg. No. 01 B00003080 Reg. No, 01 BU0003080 Qualified in Westchester County (7) Qualified in Westchester County Commission Expires March 20, 20Z1 Commission Expires March 20, 213Z77 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. STA OF N W.Y K O TY OF WESTCHESTER ) as: 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/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—Z&f— Sworn to before me this =of , 20 —! day of 1202 Signature of Applicant tV 751m 77 2)� � Print Name of Property Owner Print Name of Applicant qNot ublie Nota Public Gina M Buttacavoli Gina M Buttacavoli Notary Public, State of New York Notary Public, State of New York Reg. No. 01 BU0003080 Reg, No. 01 BU0003080 Qualified in Westchester County Qualified in Westchester County Commission Expires March 20, 20271 Commission Expires March 20, 202.71 (8) s/12/2021 BUILD TMENT VIL OF RYE OOK 938 KING ET RYE BRO ,NY 10573,_' SEP - 9 2024 � 4 -Ogb�. � ov I SATE -_ • BUILDING DEPARTMENT FOR OFFICE USE ONLY: Approval Date: �,` erm' # 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: 1C:;6j9d Permit Fee: APPLICATION TO AMEND APPROVED PLANS Application dated: 9/6/2024 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:_7 Bishop Dr S, Rye Brook, 10573 _Existing Permit#: 2. Parcel I13#:130.77-1-25 _Zone:_R-15 _Original Approval Date: _ 3. Proposed Amendment(Describe in detail): <Li 1•'— -�!i�t ,r�i yl�l 4. Property Owner:_7 Bishop LLC Address: 5 Bluestone Lane, South Salem, NY 10590 Phone# Cell#_914-462-2557 e-mail vitodimatteo4@gmail.com Applicant:_Vito DlMatteo Address:-5 Bluestone Lane, South Salem, NY 10590 Phone# Cell#_914-462-2557 e-mail vitodimatteo4@gmail.com Architect/Engineer:_Dimoyski Architecture, PLLC Address: 59 Kensico Road, Thornwood, NY 10594 Phone# 914-747-3500 Cell# e-mail steve@dimovskiarchitecture.com 5. Occupancy;(1-Fam.,2-Fam.,Comm.,etc...)Prior to construction:_1-Fam _After construction:_1-Fam 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: X.(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:_X.Area: 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: No:_X_(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:_X_(if yes,you must submit a Site Plan Application,&provide a detailed topographical survey) 10. Is the lot located within 100 ft of a Wetland as per§245 of Village Code? Yes: No:_X_(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:_X (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:_X_(ifyes,you must submit a Tree Removal Permit Application) 13. Does the proposed amendment involve a Home-Occupation as per§250-38 of Village Code? Yes: No:_X_If yes,indicate: TIER I: TIER II: TIER III: (if yes,a Home Occupation Permit Application is required) 14. Will the proposed amendment result in additional square footage to the building or subject structure, and if so, provide such additional footage here._No (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,fired equipment,professional fees,including any material and labor which may be donated gratis.) 16. N.Y. State Construction Classification: R N.Y. State Use Classification: VB 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. ********************************************************************************************************** STATE OF NEW YORK. COUNTY OF WESTCHESTER ) as: Vito DiMatteo , 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/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. 6�Y) Sworn to before me this Sworn to before me this 2-4 day ofddte 20 �� day of J M , 20 Signature of Property Owner Si ture of Applicant L11 /Z7 lrw--�6/-6�- L11 1-2� Pr' e of Property Owne PrT�; ant �. ( J Not V blic Not bli Gina M Buttacavoii Gina M Buttacavoli Notary Public, State of New York Notary Public, State of New York Reg. No. 01 B00003080 Reg. No. 01 B00003080 Qualified in Westchester County Qualified in Westchester County Commission Expires March 20, 202--7 Commission Expires March 20, 20 2-) 6/1/2024 a y � s N N W a O O 00 a W 0 o = M 00 00 . oc u w = H Q U oo x � W G a. • CA o ►� M W M g � � E l A H z � a ao mIWO PQ `n w � c°� z Ln z� M � a �, a � a � a U ■ = �t rl Q a a o pq 11 ►�i ON Fv O MCI wl 00 CIN (� A a< _ Z a• a o zz U a O . E. z z x Q � 0-4 {Lam rT� 7 O GQ Q cFn a z z 0. w it _ U R-4 f�t - O w o O ~ o x ,wa � w � F 8 H o m a .. xt R EC ENE BUILDING DEPARTMENT VILLAGE OF RYE BROOK EG:-- 8 2024 938 KING STRI r.f RYr.BROOK,NY 10573 _ (914)939-0668 VILLAGE OF RYE BROOK www.ryebrookny.gov BUILDING DEPARTMENT ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required / / J FOR OFFICE USE ONL BP#: � �( / EP#: � //� � / �D Q� i Approval Date: O � Permit Fee: $ Zo -7 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 TOTAL COST OF CONSTRUCTION WITH A MINIMUM FEE OF$750.00 Application dated, 0 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.:2 1.Address: ��+5 ( SGV SB : /30, (--7 7/—a,!�_zone: � 2.Property Owner: 7 o4o P L LL Address: S �VP S�ivbL Ave S oo y/+ 5,y&M Phone#: I/4- `1 6 c>SS 7 % f 0 p��M Cell#: email:_ U G Alee vy,��411i/• ro.. 3.Master Electrician/Licensed Installer:/I h/-t �d ��y' Address: 31 s e-.,1ya1,d .4w LV.�</Y�jO"✓ by Lic.#: 174 S Phone#: 91'1137"13y+ell#: email: M it/ Z-CS• e �d1oj Company Name: ,p 1 CAIV P/eC1J^,C_ L V�ddress: 3I g CO ✓M6�s Ave 1, �A;s--t, by 4.Proposed Electrical Work/Fixture Count: /OI�O,v �yV 1 a0e w/ M!-✓ ?'00 +Mr O�W- ,04/ SLi`I/Ce S lakY S C'dt.�nf5 Did✓�'o/lp� vP�� lL'"�/�•�ti 5.3rd Party Electrical Inspection Agency:— W/t S STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: M-1rC co,*,"V. ,being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as tie applicant) state that(s)he is the /-411 S P,'- ?/<< f.Y'" for the legal owner and is duly authorized to make and file this application. (Master Electrician/Licensed Installer) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances,and regu7' s' Sworn to before me this Sworn t fore me this day of 20 day of .120 Signature of Property Owner Signature of Applicant M'V 1- cd14�-' Print Name of Property Owner P 6thame of Applicant Notary Public Notary Public,State of New Yor No.01ME6160063 6/1/2024 Qualified In Westchester Count Commission Expires January 29,2� STATE WIDE INSPECTION SERVICES, INC. 0•0 • • SWIS JOB APPLICATION0. • Office Use Elect. Permit# L Date 1-2jz� z�o(oq C-'O� (7� Bldg Permit# 1�/�/o �L — Scl Ft Plumbing Permit# Final Certificate# City/Village e F�IUv Zip 10573 Building Dept. :1 k County 7 Address - 61 1 S&,J 50j Cross Street Section Block Lot / Owner Name/Address(If different than above) 7 Contact Number "-�/ ❑Basement m, st Fl. ❑2nd Fl. ❑3rd Fl. ❑More Than 3 Fl. ❑Garage ❑Attic ❑Outside residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms C/O 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 Inspection / ❑Consultation /V V\/ IJC C' S 1/ty -/tie IN M'P I V dGU fi/pt O V P/' AUG - 8 2024 JI 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 /0 Of- %✓I C S �CJ/Y Name M p�� C�J ✓-/i• License# S Date ��%dG�i� Signature Address L i M `S City/State I Zip Code 60 Company Phone# _ ` 7- �1_ p ECENE DDI State Wide Inspection Services 1080 Main Street JAN 10 2025 Fishkill, NY 12524 845 202-7224 Phone S%v U TO VILLAGE OF RYE BROOK 914-219-1062 Fax STATE WIDE INSPECTION SERVICES BUILDING DEPARTMENT Email: office@swisny.com - ._ -I" 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: Cottini &Son Electric LLC 7 Bishop LLC Marc Cottini 7 Bishop Drive South 318 Columbus Avenue Rye Brook, NY 10573 West Harrison, NY 10604 Located at: 7 Bishop Drive South, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP 24-166 130.77 1 ! 25 Certificate Number: 2024-8558 Building Permit Number: BP 24-118 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: 7 Bishop Drive South, 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 5th day of December 2024. Name Quantity Rating Circuit Type Recessed Luminaires 110 Light Fixtures 20 Receptacles 100 Switches 50 Future Car Charger Circuit 01 Refrigerator 01 Freezer 01 Duel Fuel Range 01 Dishwasher 01 Garbage Disposal 01 Name Quantity Rating Circuit Type Exhaust Fans 05 Gas Dryer Circuit 01 Washing Machine 01 Alarm Circuit 01 HVAC Systems 02 Spot Lights 02 Car Charger Circuit 01 LED Tape Light 20 FT Puck Lights/Transformers 08 Smoke Detectors 05 C/O Smoke Detectors 03 Heat Detectors 02 Service 01 200AMP Meter 01 Panel 01 Grounding and bonding of service to current codes. 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%vork performed on the date of inspection only. Page 12 f A W 44 Neq en In ►-� c a E� O 1 � M+�1 a ri � g = z W ai o o A W CA � ~ :a oow� V e O C7 � �+ W z � �'z W z U z� z o � z W , z �"� ✓fin � M � � N � �eq '—' � z cn x A - , H a " a� � 00 aj v� a o � O N 14 z +� Z oit a Q.r w W F 10, W � � z z Ho �1 (•�z 04 � Z � w � E 13Rn�j� BUIL G MPARTMENT JUL — 9 2024 ID VIL E OF RYE BROOK 938 KING STREET RYE BROOK,NY 1057 VILLAGE OF RYE BROOK (914) 939-066$i BUILDING DEPARTMENT www;rZel c2e y_ oovy PLUMBING PERMIT APPLICATION FUR 0FI1 I( I; l:SF O IA� BP #: Q�—/ / W PP#: —�o Approval Date: �� Permit Fee: $� Approval Signature: Disapproved: (fees are nun-refun(lable) DO NOT START WORK or CONSTRUCTION UNTIL A PERMIT HAS BEEN ISSUED BY THE BUILDING INSPECTOR.THE ADn11NISTRATIVE FEE FOR WORK PROGRESSED OR COMPLETED WITHOUT A PER-17� IT IS 12% OF THE "TOTAL COST OF CONSTRUCTION WITH A MINIMUM FEE OF$750.00 /Application dated, -9-,=)y is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove Plumbing as per detailed statement described below.The applicant&property owner,by signing this document agree that said plumbing work will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: , ,S / D/p lok-- Soo/A SBL: 130. T? zone: 2.Proposed Work: O✓Im b1 ♦' 0"- Ne V/ X-t/y ys e 3.Property Owner: ? /S grj 10 Z-,G Address: Phone#: Cell#: email: 4.Master Plumber: -O N 1'� Q i^k�l'1D Address: 6-7 �6114 �' S /-�4Jr/f1nN Lic.#:��Phone#: �� 3 �d�Ila Cell#: (-/0 s g�,1-, email: k 4 n.-4 1 VAI L .'rn 9 ti 4/IIR Company Name: pj✓1T b t Y'Bi h lddress: C--7 1,10 o417 Sill INDICATE FIXTURES&LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement 1 st Floor 2nd Floor 3`d Floor 41 Floor 51 Floor Exterior 5.*List Other Equipment/Provide Details: G -� Co r S F w e-, O�-A r V 6 9 CAMM Q- I--4✓-qG (Notarized Signatures Required Next 2 Pages) -1- 6/1/2024 BulD DEPAR MENT D O V VIL OF RYE, OOK ID 938 KING ET RYE BRQ NY 10573 JUL - 9 2024 ' 4 9-066, �'��' ov VILLAGE OF RYE BROOK BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE �216 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT . STATEOF NEW YORK, COUNTY OF WESTCHESTER ) as: G } 1/� 1( 'S I't 0 dw flArllfO residing at, R S7 l�Q tC Print n;nncl (Address%\11CR1 NOU live) being duly sworn, deposes and states that(s)he is the applicant above named, and further states that(s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; L s WC)p -b �, , Rye Brook,NY. (.Iob 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. V':4 L_—-'/', -e'-� (Si�n,itur�nt Prui��ih (l�cn�rl�li WIim \;(1nc ot'Ploprrty Otincrls)) Sworn to before me this C� X 20 -a� (Notary Public) SHARI MELILLO Notary Public,State of New York No.01ME6160063 Qualified In Westchester County Commission Expires January 29,207 —1 -3- STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that(s)he is the Master Plumber for the legal owner and is duly authorized to make and file this application. That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this C� Sworn to before me this 1 day of ��`� ,20 o day of Signature of Property Owner tignature of Applicant P Vame Property Owner Pp'Ppint Name of Applicant ti Notary Public SHARI MELILLO NOAW1't -1-0 ,Votary Public,State of New York Notary Public,State of New York No.O1ME6160063 No.OIME6160063 Qualified in Westchester County�7 Qualified In Westchester County :'Immission Expires January 29,20G� Commission Expires January 29,20ZD 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. 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 • w��7�� "��7�1ri�ill��ir�� '��w�w��ww��w��ww�w f , a s = a = N O0 00 s , � r r a c [� M p"i 4 a =U a0 Z Lr, o w � CN 010 id W MCI " �T A 04rq z -� 00 z o Au a Cn o 0o F' ° c W Z H Z t—, r p z U L z = F--� M "' CN W u Ln V A f z G, �� '�' � N � ►� oo C GQ Z o v a wa v' 00 cf) a Q z z , ►� f � z x z � o � � H ` . o Q V ti V oo R.' U -r 101. z xp oo2 w w p V 5 66 � a o , Bu II idVEJ AkTMENT I A(7E OF RYE BROOK JUL 15 2024 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 VILLAGE OF RYE BROOK BUILDING DEPARTMENT PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP#: CQ1—Z Z PP#: Approval Date: JUL 7 Permit Fee: $ Approval Signature: Disapproved: (fees are non-refundable) DO NOT START WORK or CONSTRUCTION UNTIL A PERNUT 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, is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove Plumbing as per detailed statement described below.The applicant&property owner,by signing this document agree that said plumbing work will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: '7 S 11 d 1 4Q r UcA ~f'h SBL�:� /3 0 7 7 Zone: — � 2.Proposed Work: /-/�S�A///-)�Q+� (09 �rOyD )tlz `4 /'.. "A40 /_Ac 7' W0y,S/ 3.Property Owner: �`�C) 1.L' Address: Phone#: —�t-.� n�1 Cell#: email: 4.Master Plumber: `..o a 17 7 (�n jj�i�r417 D Address: C,7 I�V z 4 n0 I Lic.#:q_Phone#: yV I "�1a Cell#: email:�Ano m Dl J11� 6 c,4? MAt ki>M �'? Company Name: r, ti � F'11�n"�l V?Q � �14 //;'G Address: INDICATE FIXTURES&LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement 1 st Floor 2nd Floor 311 Floor 4`h Floor 51h Floor Exterior 5.*List Other Equipment/Provide Details: CU-0, Z'! ne— 0—o ol iorO'04tv n 1// /p wo UJ (Notarized Signatures Required Next 2 Pages) -1- 6/1/2024 STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: k( tO ^D/ M G ( being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that(s)he is the Master Plumber for the legal owner and is duly authorized to make and file this application. That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this A Sworn to before me this day of -,20 � day of ,20 2:n I Signa re of Property Owner Vgnature of Applicant y / 7,0 Z)/H4,A '::3c7 oy^4�yj D Print Name of Property Owner Print Name of Applicant Notary MW MELILLO otary Public Notary Public,State of New York No.OIME6160063 Qualified In Westchester County Commission Expires January 29,20 � This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. Jessica Barkley Commission#:01BAM26020 Notary Public,State of New York A1v 'in' ^n Expires:June 20,2028 Jessica Barkley Commission#:01 BAM26020 Notary Public,State of New York My Commission Expires:June 20,2028 BUILDWG ! MENT [� L--" D�� VELD O OF RY~E 1UOOK J U L 1 5 2024 938 KING STREET RYE BRooK,NY 10573 (914)939-0668 VILLAGE Or RYE BROOK BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 - STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION . ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT . STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: 31, V I tf ) I H c ko , residing at, S , S -(awl 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; 7 1Pj I S __7 br- S , Rye Brook,NY. Further that all statements contained herein are true, and that to the best of his/her knowledge and belief,that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer,and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. Sworn to before me this `J n day of 20 3J.'c" SHARI MELILLU Notary Public,State of New York No.01ME6160063 Qualified in Westchester County ,:ommission Expires January 29,20Z—1 -3- 6/1/2024 N � o O N N yf v s d• N Cl N � va Rr o o r, No No cn a a � O W a F a O x .: a F" CA W (1) r.� L W ° ,, � E z a . a 0 v u O w oU W °cP eo u O M W M g ;g F CU Oaj w �j cn o oV � �oFgN� u s «� ° cw oo v� a0 A�W 4 o us plLn 9 IV Co. ON in o -a W w d00x ; u q iJ s 00 O WZ Q °z c � . o U� w o v �a � w w Z �„� , n O z Wz � � v � �' ONO V H M in AG c9 v a A Q � r ' s V A w w o = w x v w x .2 �00 • UR W � r" Z z .o '� v V O N a; � v�i v v0 t � W ZO vxi U cz o .o u F• pq O as z v v w A 8 a w w o oo � u z w Ln V Cn Q O N ~ A U'L, z w z a � 9 0 0 � � �� BUILD I MENT D v VIL E OF RY OOK APR 19 2024 938 KING ET RYE BR` ,NY 10573 4 -0 VILLAGE OF RYE BROOK 00 2. BUILDING DEPARTMENT APPLICATION TO INSTALL FIRE SUPPRESSION /FIRE SPRINKLER SYSTEM FOR OFFICE USE ONLY: Approval Date: \\2 BP#: MP#:Q'/- 0 7 cN)- Application Fee:$ �Q Approval Signature: Permit Fees: $ Disapproved: Other: Application dated: is hereby made to the Building Inspector of the Village of Rye Brook NY for the issuance of a Permit to install or modify a Fire Suppression/Fire Sprinkler System as per detailed statement described below. 1. Job Address: I I 2. Parcel I.D.: 1� L -n- Zone: :J 3. Proposed Work(Describe system in detail including suppression agent): WC 4St V) U.() 1)6 IV) N1C 1 r l n)ak-C42 SU ate. 4. Number&Types of Fire Sprinkler Head 'CQ1 ql 25�e'jo"-,In\ ,�.t �.�i�hnopt L fl ILtS` 1 etus-st0 pel-w G Wzo•�4e( S�nc wC� 5. N.Y State Construction Classification: ti' F l� (� N.Y. State Use Classification: \✓�C�`[�G,w..�y 6. Estimated Value of Job: $ D 1 C)0 • (7 y (Value shall include all labor,materials,fixed equipment,professional fees,and materials and labor which may _be donated gratis.) 7. Property Owner: i S 1n D p L�C Address:S l��l�l� YC v,,P- 5•<_4LC M Phone# Cell# k�D Z Z�5� email: I10CX 1CV � � G t� Ca•. / 8. Architect/Engineer: `�)�kllku's VA ,G wA SC""l 1O- Address: /yy 1045u, Phone# kM- U 3\4 - 2t3 3 Cell# email: 9. Sprinkler Contractor: "YW(��j_:E�Te Address:To -t�'vX 3(5 n(USSP-Aye&LAI I17ib Phone# Cell#OHS -5�t C) q L7-)�b email:AWQIIL(b�- W_, r�{-f,C tIOJ�J i 3/3/202; 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. Please note that application fees are non-refundable. ST TE F NEW)(ORK,COUNTY OF WESTCHESTER ) as: I fo'0 Im Q ,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 Sprinkler 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. IR 1 Sworn to before me this `v I Sworn to before me this day of r 1 , 20 2-4 day of � t I , 20_�y Si 4atureof Property Owner Sig na �fApplicant Pri Name of Property Owner Print a of Applican Not Uublic No ry blic Gina M Buttacavoli Notary Public, State of New York Reg. No. 01 B00003080 Qualified in Westchester County Commission Expires March 20,2GZ_7 2 3/3/20_, t a HYDRAULIC CALCULATIONS ,`�OF�q�j'O FOR �Q' p 'Q PROPOSED SINGLE FAMILY HOME * I:y k A.,,.-: 7 BISHOP DRIVE SOUTH r " "^'' � °' cc BROOK, NEW YORK 10573 W 44 ip 05920, � DATE: April 15, 2024 JOB NAME: Proposed Single Family Home � isle w LOCATION: 7 Bishop Drive South - Rye Brook, New York 10573 JOB NUMBER: J-2118-24 DRAWING NUMBER: 1 OF 1 SYSTEM NUMBER: 1 OF 1 CALCULATED BY: Jamie Koutsoftas CEILING HEIGHT: 10'-0" -SYSTEM DESIGN DATA- CODE: N.F.P.A. #13D REVIEW AGENCY: Local Authority OCCUPANCY CLASSIFICATION: Residential Hazard CONSTRUCTION TYPE: Wood Frame R (E C E �� E SYSTEM TYPE: Wet Tree �—C, �C Li_, APR , 2024 DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: Second Floor VILLAGE OF RYE BROOK BUILDING DEPARTMENT NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers (161xl6' ) FLOW AND PRESSURE (@ BOR) : 32. 1 gpm @ 62 . 6 psi FLOW AND PRESSURE (@ SUPPLY POINT) : 32. 1 GPM @ 80.7 PSI TYPE OF SPRINKLER CALCULATED: Make: Reliable Model: F1Res44 SPRINKLER ORIFICE and THREAD SIZE: Orifice: 3/8" Size: 1/2" Thread SPRINKLER K-FACTOR: 4 .4 Tempreture Rating: 155 Degree -WATER SUPPLY TEST INFORMATION- Source: City Supply Test By: Veolia Water Westchester Location: Bishop Drive South, Rye Brook Elevation: 0' Static: 95 psi NOTES: r r SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/15/2024 C: \HASS CALCS\7 BISHOP(SYS 1) .SDF JOB TITLE: PROPOSED SINGLE FAMILY HOME WATER SUPPLY ANALYSIS Fixed Source Pressure: 95.00 psi 100.0 -1 LEGEND 1 80.0 2 Available pressure 95.00 psi @ 32 . 1 gpm G A 2 Required pressure U 80.71 psi @ 32 . 1 gpm G 60.0 E A. Source Supply Curve B. System Demand Curve P R E 40.0 S S U R 20.0 E B ( P s 0.0 i -14 .7 20 30 40 50 60 70 80 90 100 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/15/2024 C: \HASS CALCS\7 BISHOP(SYS 1) .SDF JOB TITLE: PROPOSED SINGLE FAMILY HOME NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE (N/A) 95.0 (N/A) 95.0 32.1 80.7 Available pressure is 14 .3 psi (15%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 32 . 1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 32.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S1 35.0 K= 4 .40 13.3 16.0 S2 35.0 K= 4 . 40 13.3 16.0 Al 35.0 - - - - 13. 6 - - - A2 25.0 - - - - 22 .8 - - - A3 25.0 - - - - 29.2 - - - A4 25.0 - - - - 32.8 - - - A5 15.0 - - - - 42.0 - - - A6 15.0 - - - - 48.7 - - - A7 15.0 - - - - 56.9 - - - M1 12.0 - - - - 59.4 - - - M2 9.0 - - - - 62.6 - - - M3 9.0 - - - - 72.6 - - - M4 0.0 - - - - 77.2 - - - SOURCE 0.0 SOURCE 80.7 32 .1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/15/2024 C:\HASS CALCS\7 BISHOP(SYS 1) .SDF JOB TITLE: PROPOSED SINGLE FAMILY HOME NFPA PIPE DATA 5 Pipe Tag K-fac Add F1 Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 1 4 .40 16.0 Disch 1 .00 150 0.3 Al 35.0 13. 6 0.0 F1 .000 T: 6.0 6.00 -0.0 S1 35.0 13.3 16.0 1 . 101 7 .00 0.045 0.3 Pipe: 2 4 .40 16.0 Disch 1.00 150 0.3 Al 35.0 13. 6 0.0 F1.000 T: 6.0 6.00 -0.0 S2 35.0 13.3 16.0 1.101 7.00 0.045 0.3 Pipe: 3 0.0 0.0 10.00 150 9.2 A2 25.0 22.8 32. 1 F1.000 2E: 14 .0 20.00 4 .3 Al 35.0 13. 6 32. 1 1.101 T: 6.0 30.00 0. 163 4 .9 Pipe: 4 0.0 0.0 13.00 150 6.4 A3 25.0 29.2 32 . 1 Al F1 .000 2E:14 .0 26.00 -0.0 A2 25.0 22 .8 32 . 1 1.101 2T:12.0 39.00 0.163 6.4 Pipe: 5 0.0 0.0 9.00 150 3.6 A4 25.0 32 .8 32.1 A2 F1.000 E: 7 .0 13.00 -0.0 A3 25.0 29.2 32.1 1.101 T: 6.0 22 .00 0.163 3.6 Pipe: 6 0.0 0.0 10.00 150 9.2 A5 15.0 42.0 32.1 A3 F1.000 2E: 14 .0 20.00 4 .3 A4 25.0 32.8 32. 1 1 . 101 T: 6.0 30.00 0. 163 4 .9 Pipe: 7 0.0 0.0 15.00 150 6.7 A6 15.0 48.7 32. 1 A4 F1.000 2E:14 .0 26.00 -0.0 A5 15.0 42.0 32 . 1 1.101 2T: 12 .0 41.00 0.163 6.7 Pipe: 8 0.0 0.0 36.00 150 8.2 A7 15.0 56.9 32.1 A5 F1.000 2E: 14 .0 14 .00 -0.0 A6 15.0 48.7 32.1 1.101 50.00 0.163 8.2 Pipe: 9 0.0 0.0 4 .00 120 2 .5 M1 12.0 59.4 32.1 A6 A1.000 ---- 0.00 1.3 A7 15.0 56.9 32.1 1.049 4 .00 0.312 1 .2 Pipe: 10 0.0 0.0 4 .00 120 3.2 M2 9.0 62. 6 32. 1 A7 A1.000 E: 2 .0 2.00 1.3 M1 12 .0 59.4 32. 1 1.049 6.00 0.312 1.9 Pipe: 11 0.0 Fixed Pressure Loss Device M3 9.0 72 . 6 32 . 1 M1 10.0 psi, 32.1 gpm M2 9.0 62 . 6 32.1 Pipe: 12 0.0 0.0 11 .00 150 4 . 6 M4 0.0 77.2 32.1 M2 L1.500 2E: 8 .0 8 .00 3. 9 M3 9.0 72.6 32.1 1.505 19.00 0.036 0.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/15/2024 C:\HASS CALCS\7 BISHOP (SYS 1) .SDF JOB TITLE: PROPOSED SINGLE FAMILY HOME Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 13 Source 0.0 2E: 8 .0 75.00 150 3.5 SOURCE 0.0 80.7 32 . 1 M3 K1.500 T: 8.0 17 .00 -0.0 M4 0.0 77 .2 32 .1 1.481 G: 1.0 92 .00 0.039 3.5 NOTES (HASS) : (1) Calculations were performed by the HASS 2023 D computer program in accordance with NFPA (2020) under license no. 64621632 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.001 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 11.9 ft/sec at pipe 10. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 95.00 psi with a flow of 36.23 gpm. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NTee -------------------------------------------------------- F F45Ell 1.049 2 .00 5.00 2 .00 5.00 6.00 1.00 10.00 2.00 5.00 1.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/15/2024 C:\HASS CALCS\7 BISHOP(SYS 1) .SDF JOB TITLE: PROPOSED SINGLE FAMILY HOME PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVly Gate 1.101 1.40 7.00 6.00 1.70 1.00 8.00 0.40 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee 1.481 4 .00 8.00 2 .00 3.00 0.50 9.00 0.00 8.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee 1.505 4 .00 9.00 2 .00 3.00 0.50 10. 00 0.00 9.00 C N N v y O `� • N N w ^ i \R \ � C LL •� 00 00 " r. uv ° �r \ 4 � oE H 0 N V ;�q! 0. •R � /�y� a ow, o Oi j �i.� ►r, \ O '� � o � � Cn m � . co v Q o O QvzcA- y. . w A w p o .0 0OgwE U O y • °�° Z p 00 00 � 8 � a • W Z \,O w WzgLn Omni a o Ems : i -0 � w � xo z c w w z x w ` 0 u a c N x A a oG H as o v, m zGvu � Q a � a U F+ U U $ a � y E P.+ lz w p o o ° z "n O O V. w 00 V A V O Ca z z z a w z F a a O � c p UJ V U a Wa a v tt+r= p CCEWE 111111,1)INC' 1411ARTMEN'I' JUL 15 2024 V1L1.'A,UI-;O1" RVI., 111(()(1K VILLAGE OF RYE BROOK 938 Rvr.Bl om%,NY 10573 BUILDING DEPARTMENT (414)9.39-0048 Application for Permit l0 111s1a11 Duel .SloraLe Tank (*Storage Tanks in excess of 1,100 gallons require registration with the County of Westchester) it Approval Date: JUL 1 7 0 Q Permit Fee:S Approval Signature: _ Other: Disapproved: (fees arc non-refundable) Iit)NO 11k I NR I NN ORK ur(-ONS-I Intl I ION 1JNT11 A PERMIT IIAS BEEN ISSUED BY T111- It II I)I N4 I*%'%I•I 4 1(►R. 1111 NI►NIININI RA I IN'F I. (-Olt NN'()I(1% l'ItOCRFSSI,l)Olt CON11'I 1'`I'FD NVITIIo1 1 N 11I R"I I I I� l: OI 111 L 111 IA L( (►S f OF CONSTRUCA ION NVI1.11 A iN•IIN1111UiN1 FLE OF C7-;0 60 RE011.111REMENTS FOR RELEASE OF PERMIT&CERTIFICATE OF COMPLIANCE: 1. Application Completed by Bonded, Licensed Contractor, 2. Your contractor's valid proof of liability insurance.(Village of Rye Brook must be listed as certificate holder) 3.Your contractor's valid proof of workers compensation insurance. (Form#C 105.2 or Form# U26.3/or NY State orkers Compensation Waiver) 4. Fee per Tank: Installation: +:I s .uu I�, I ,nl P lr 5. Dig Safely New York#( lia s I): 6.Inspection by Building Department for installation. 7.Submit all Manifests& Reports(if applicable,after work has been completed). 8.Certificate of Compliance will be provided when all requirements are fulfilled. ***AA##AA**Ak#*AA#AMA*kAkA*kAkAA***k*At AA****k***k*MAA**k*R*****A4*A****#*****************#******#**#* Application dated, "1• t 5' WyN'1 is hereby made to the Building Inspector of(he Village of Rye Brook for a permit to install a Fuel Tank as herein described.The applicant and property owner,by signing this document agree that the subject fuel tank(s) will be installed in conformance with all applicable Village,County,State&Fedcral laws,codes,rules and regulations. Indicate Permit Tyne: Above Ground( )• Buried in Cround,41�r '7 I. Address: I � 6l„9t-> _-fir S11[,: 136 2. Property Owner&Address 1 �JI�iV>vy 1,1, T-'ANAT- L4:A j S 5c�lvr.._.(1%.1 1c7StiO Phone#:914- 41al (-ell u: enutil: SrNtuCtkMo►-4-4-IC-0 Lfe6,clr►ti.,jq XL4 pr,3. Contractor&Address: tJ Durkin Propane Inc./Andrew Durkin Phone#: 845-279-8060 cell il: etn,lil: info__@durkinpropane.eom ,,�4-4. Applicanc-V)L7---V--•-,- Durkin Propane Inc./Andrew Durkin Phone#: 845-279-8060 CeII s: enatil: info@durklnpropane.eom S. Indicate Fuel Type:Fuel Oil( )•1-11.Gas( )•Uisuiiue( )•Other( ): 6. Number and Capacity of each•Tank: Slj CIe.1 u ti.r Z C—t— 7. Exact Location(s)of each'Tank: St N • h( G✓ t 6/1/2024 STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: ,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 Tank Installation Contractor for the legal owner and is duly authorized to make and lile 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 tile this Sworn to before me this g day of .20 d;v u Signature of Property Owner Si matte of Applies tl Print Name of Property Owner I" Name of App -ant Notary Public N -la, BETHANY COLE Notary Public-State of New York No.01 CoD01200l Qualified in Putnam 08115l2027 This application must be properly completed in its entirety and must incl tAlhhW9�!�1"F-xp 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. t 6/1:2024 11 ounda. on vey a' plot ;,ltiate i file town o Rye, RAMSAY [ AND SURVLYINC,of New Yo-K. shown a d designated as o No. 15 pn .4 RADCLIFF AVI"NUE PC I Village c: Ryc brook. Coul ty of We:tches'.er cnd S-ete LAND SURVEYORS - P,ANNFRS l 0 a certnr,t m,:p er t-t ed Amended Mop of Glodhovet. 9RONX, NEW YO4K 10469 filed it the W CO R 0 or Mcrch 6, '955 os Map No MOBILI_ : ;646) 42s-6986 7956 (forrnerly kn- r),. ;..),.ion ::I' L..: 9 and 10 on o cert.c n mop k-to tlr:d Mop of Jndhoven, in the Town of Rye, N.Y. ,,,t; ('rec-iw-cn Crnir, dated Fie°FHF� September 14, 1948 and filed in the W.CO.R.O. onA. September 29, 1948 as Map No. 6664). 0 Also known os 7 Bishop Drve Soalh, Rye Brook, NY z �. Blk.I lox Lot 25 .12.107 39 sq ft(0 277 Acre) , Q Tax LoL 30 N/F King Street Homes Inc g0.43' S88-0/1'10"W - NEVILLE V aAY LIC No 294 , r.LJyf,, nl� IY„brencr 14 — _i�_T O Grass ,ot 15' 00 Tax Lct 5 tC d _�F.O.Lor. 9 P.C.Lot 9: P.O.Lot 10 �t P.0.1.ot 10 Lot 14 61s Lot 16 • 'Pax Lot 2' Tax Lot 26 Y of l_ 20796 8.9 209s2 - 15.1' _ _ 27 4' _--- 210 75 210 74 l 2—Story Frame yr; 1—Story 2o.T — Dwelling - — ��N 10" Reinf 21U.J Frame Gol:t gyp` Conc. F un • 01.41 ----- Garoge o -- (Und. C nst.) 2—Star Hee No.7 y rlseNo9 - 21077 Frame -- 26.3 Dwelling W 6-1 Hse.No 5 > o (D U) 0 45.6' M — ; 41.0' E CD 15 0 Z �,:33 Spy. U 240 9 � w � 75.00 ._ D4 N85°37'00"W --�ioco om ur oco om curb ---------_-_____-_.______ __-_______1•r___�____ MH-W 1-320 4' BISHOP DRIVE SOUTH No Conrdleon Gas (50' Wide R.O.W) watetMoin_w�_roleZ___ Macadam_ R_o_od_way Mocodum h All Elevations referenced to the North noon Verlicol Datum of ,98B .207 96 Denotes Elevation value in feet Unauthorized alteration or addition to this survey map is a violation of Section 7209 Subsection 2, of the New York Stole Educotion Low. No guarantee is implied by this mop as to the existence or non-existence of any easements of record that would affect subject property, unless surveyor has been furnished a complete copy of the title report. Dimensions shown from structures loXroperty lines ore rat intended to be used far construction of fences, structures or other improvements. Surveyed As In Possession %ti-e ed rune 29. 2024 SCAt E:1"=1 6' DroftedJuns 30. 2024 Index. COD-292 p wo LL z _I w W Z r� : O w ° 2 c O O ` O IT = w ° o at ? � W u C _ ~� ° rc y O V a O ZK O iN J R pp ay d W 2 3 �i, N ° '-< ° N Z°c q c m W a W t{'J�j b, ? = J j w ta� wwu '� O u) }} g O� c f- p ; p1' � rwwwm SOaw # p�i E`pw ii_ < -nSS q° 5 m 01. aw}_wFlaom WO� U p0 J E u 7 - sI K.pxQ W C -O° _� S N 17 cw�2 m 20 e JLL 3 g col° F° O°a Jw W W73a „ z 25 W a ' a yd°vw �3��2_z � wi�'� ` ``'o° a�wa 'a W a<o�Wxw<- a°up Orc _.a wF_g Yn O> C7 Lp Q to SZ l�7¢Cc)y¢Q�w� wrt7 �j(a7 cLL-z<�z yM C, 3y -� y�• �qq W ul{-�I<O ZOZOF N�<W m W Z 3 2 a Z C rrO W W l U f <2 8Z m o CO Q 00 `rlrr��iUWtW u s � 3 '9w�o�pCa{a yFp�<y5 J ZJ O=5�w2�2 2N<�ti¢sOrc0a z u��uO 0a� o y��Cw W 7 w ai34 u wO<p 8Kw F6<u2 NO~WGd d iZza<Mw - 0a < o JQ g a2o 7F<�U< > ? noa� K5� 0°w O , W a'K x U m 2 io of 0 0 Q ~ p$r Z00� qq � o O y O x(D 9 0 3 3 3 O u� I < o" F r Zx ❑ Z ❑ W03 OD W 5 Z = zz p€p :to - I J Z rc Q 3 Z ¢ I I O O W En - N w a- `�-- —' LL q w u d R ;; A R I r I A I q ❑ M OW ( m W Z m: a U. 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' v � r BUILD PAR MENT VIL E OF RY)� ' JUL 3 0 �024 938 KING >�T H jD RYE BRO' ,NY 10573 4 -066�� r, VILLAGE OF RYE BROOK . ov BUILDING 11EPARWENT APPLI( .ATION FOR PERMIT TO INSTALL AND/OR REMOVE HEA I IN(:, VENTILATION AND/OR AIR CONDITIONI/NGDEQt IPMENT I l i It t q i PERMIT#: /`' ` V-7/0 o Appmxal Date M-12 Permit Fee: $ Appro%al Signaiulc Other: Disappi oN ed (fees are n- -andable) it;1. or CONSTRI C;"IfION ( N I'll. .\ 1'I:R0IIT IIAS BEEN ISSUED It\ 1 III. Bl.'ILDI\(, INSPt( II)k. 1111 %lo\11\1,,1 RATIVE FEF: FOR \\ORK PRO(.RESSED ORCOMPLETED \\111iOlIT A Pt.RMI'I I I_. 401 1111 TOTAL COST OF CONS FRCCTION WITH A MINIMUM FEE 011 s'50.00 Ri.Ot IREMEN'rS FOR RELEASE OF PERMIT&CERTIFICATE OF COMPLI%NUL: 1. Properly completed h Signed Application. 2. Site Staging Plan it ItcLimred by the Building Inspector. 3. C'op� ot'L►ccns:d ( -nti actor's Liability Insurance. (Village of Rve Brook must be listed as certir ",cl)&Workers Compensation Insurance on a NYS Board form Worm#C105.2 or Form#U26.3 or NY State\\, .,mpensation Waiver) 4. Payment of I ccs I nil SIDENTIAL $150,00/unit•COMMERCIAL - S450.00/unit. 5. Complete spec tier each unit being installed. 6. Inspection h} the I;ulidutg Department for removal and/or installation. (48 hour notice regmred) 7. Electrical v.ork Icqulres it separate Electrical Permit& Electrical Inspection. K. PIumbing;(tas stork tcquires a separate Plumbing Permit& Plumbing Inspection. Application dated is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and of „i „..tl,-I ric HVAC equipment as listed below.The applicant and property owner. ht signing this document agree,that said cgwl,, m Ill he installed and/or removed in conformance with all applicable Local,(t,uniy, State&Federal laws, codes. rule,and rl t_1, it nls I. Addrr"—� Vj'41AIveAye Brook SBL: 3 ,7 Zone: 2. Property())tttci I R5KM LLC Address: - Phoneg: j914) 462-2557 Celt#: email: Vitod,Inatteo4@gmail.com 3. Contractor qJK�r_4l & AC LLC ( Manuel Miranda) Address: Phone= 1 Cell#: 2(bemail: Mira,, ' +hvae@ieloud.com 4. Scope of Vb Ili 6 Nett Installation(�.h'Yteplacement( )•Removal( )•Other( ): 5. List Equ►pmcm Labor and materials for a ? 7on - HVA(s system Inrhirlincl (3 zone)gac f Irnace evaporator coils, 2 condenser (1 4-seer1 HRV system as appropriate. All recommended locations for supply registers and returns will be reviewed and marked out with the client prior to installation. 6. 1 „ration 01 1 ,.,,,1)m,Ill 1 in the attic above the bathroom, I in basement close- aid 2 condensers on tl ;e 7. Method of In,iallAwit Removal(list all equipment needed to perform.job): I 6/1/2023 STATE OF Nl:%k 1()RK,COUNTY OF WESTCHESTER ) as: Manuel V N' .tnda ,being duly sworn,deposes and states that he/she is the tpp it.lnt above named. (print name of indn,e. .tgning as the applicant) and further state that (s)he is the Heating,Ventilation andor Air Conditioning Contractor tin ih.• let,C .,\k nor and is duly authorized to make and file this application. That all statement%L ontained herein are true to the best of his./her knowledge and belief,and that .In\ %" I k performed. or use conducted at the.thy,,c captioned property will be in conformance with the details as set forth mid cont,t nctl in this application and in any accompam ing approved plans and specifications,as well as in accordance with the'%cw l%a k State 1.nttonn Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable ordinances and regullaQati77onns. WU Sworn to before me this Sworn to betta, ne tht, t J v day of 20 day of I . 20 Signature ofPropen\ Owner Signatu ,I Print Name of Property Owner P • ame tit \hpI .nit Notary Public No ary Puhh, SHARI MELILLO Notary Public,State of New York No.OIME6160063 Qualified in Westchester CountyZ , Commission Expires January 29,20 This applicatt-w must be properly completed in its entirety and must include I(, - . tt,+ the legal own. - — of the subject property, and the applicant of record in the sl- application not properly completed in its entirety and/or not properly signed h, d nl1!1 ,,rid %old and will be rel,; ,c d to the applicant. 2 ``� ` Yast a •3�INIrIN $SaaiaL �N �� gel:- - c lit 1z, �r > � va icy a;Is � V'Z y a 47 m -9 rn a E a lc-- I --I—[ L -J111 AI iI I I t+ y t: R t p"3 . i p; 3 ka ? N 1 ' B W{ 1h 41, ; a� G ��t � 1Sg� c•a �3 g� � � �\ P� A sg � Hit i i s FF Fa $l € a67 ' ttttt tttt i °a SC is i :� t 6 Hill A , 225 Fdl 9S b iiiii iiiili � !a \I F g g s � �8 d�� 16 i �A KR4 4 R mnw- aid A pt is s� t � F' g 'i• €Ft°tS9T� i •i- a !yGy§!i � '��pp d to�e i —tee,:_ 3 € ' Fgi u R 38 -- i � _•.� sa+ I V11 �AAppp� tk �_ eE'b m 3 D �I7 � i a Das ' mac. v 6 e{�t � �< tl c a L NEIL S-NGLE FAMILY RESIDENCE <oxiw Ah Yale 1BISHOP DRIVE SOUTH "5�`-�BI'^Sc1�CPBRDOIG'VEK.SOU-- Y a 14— ¢I Air Conditione, RA 14AZ 11 The new degree of comfort: EndeavorTm Line Classic® Series N Air Conditioners A e^' M� r =..•�^-^-- spa x RA14AZ ("ooling Efficiency up to: 16 SEER2/13 EER2 Nominal Sizes: 11/2 to 5 Ton [5.28 to 17.6 kW] Cooling Capacities: 17.1 to 55.5 kBTU [5.0 to 16.3 kW] M* c(�L uS 9001:2015 LISTED t A.F U t iAnnua.I liz. Efficiency)calculated in accordance with Department of Energy test procedures. 'Proper sizing and installation of equipment is critical to achieve optimal performance.Split system air conditioners and heat pumps must be matched with appropriate coil components to meet Energy Star.Ask your Contractor for details or vmd www.energystar.gov. FORM NC Al 1.337 REV' Model Number identihcal. RA14AZ Air Condifioners R A 14 A Z 24 A J 1 N A LHP Brand Product Category SU Ri Region Refrigerant Capacity BTUMR Major Series Voltage Type Controls Minor Series Option Code Rheem A-An Lonamnneie •- an Z-R-410A 18-18.DDO 15.281 l A-1st Design J-iph 208-230/60 1-Single Stage N-Non-Conti-nuil �t Design -HP-Yl 24-24.000 17.03 kWl 30-30.0D0 18.791 l 36-36,000110.55 l l 42-42.OD0[12.31 l l 48-48,000[14.07 l l 60-60,000[17.58 l l [ ]Designates Metric Conversions AVAILABLE MODELS DESCRIPTION RA14AZ18AJ1 NA Endeavor'"Line Classic"Series 1 1/2 ton 14.3 SEER2 Single-Stage iM Air Conditioner-208/230/1i60 RA14AZ18AJ1 NALHP Endeavor"Line Classic®Series 1 112 ton 14.3 SEER2 Single-Stage iM Air Conditioner w/High/Low Pressure-208/230/1/60 RA14AZ24AJl NA EndeavorT""Line Classics Series 2 ton 14.3 SEER2 Single-Stage iM Air Conditioner-208/230/l/60 RA14AZ24AJl NALHP EndeavorT"Line Classic'Series 2 ton 14.3 SEER2 Single-Stage iM Air Conditioner w/High/Low Pressure-208/230/1/60 RA14AZ30AJl NA + EndeavorT"'Line Classic'Series 21/2 ton 14.3 SEER2 Single-Stage iM Air Conditioner-208/230l RA14AZ30AJl NALHP EndeavorT"'Line Classic'Series 21/2 ton 14.3 SEER2 Single-Stage iM Air Conditioner w/High/Low Pressure-208/230/1/60 RA14AZ36AJ1 NA EndeavorT"Line Classic'Series 3 ton 14.3 SEER2 Single-Stage iM Air Conditioner-208/230/1/60 RA14AZ36AJl NALHP_ EndeavorT"'Line Classic'Series 3 ton 14.3 SEER2 Single-Stage iM Air Conditioner w/High/Low Pressure-208/230/1/60 RA14AZ42AJ1 NA EndeavorT""Line Classic'Series 31/2 ton 14.3 SEER2 Single-Stage iM Air Conditioner-208/230/l/60 RA14AZ42AJ1 NALHP EndeavorT"'Line Classics Series 31/2 ton 14.3 SEER2 Single-Stage iM Air Conditioner w/High/Low Pressure-208/230/1/60 RA14AZ48AJ1 NA y EndeavorT"'Line Classic'Series 4 ton 14.3 SEER2 Single-Stage jM Air Conditioner-208/230/1/60 RA14AZ48AJ1 NALHP EndeavorT'"Line Classic''Series 4 ton 14.3 SEER2 Single-Stage iM Air Conditioner w/High/Low Pressure-208/230/l/60 RA14AZ60AJ1 NA EndeavorT"'Line Classic'Series 5 ton 14.3 SEER2 Single-Stage iM Air Conditioner-208/230/l/60 RA14AZ60AJ1 NALHP + EndeavorT'"Line Classic'Series 5 ton 14.3 SEER2 Single-Stage iM Air Conditioner w/High/Low PreUore-208/230/1/60 STANDARD EQUIPMENT R-410A Refrigerant Scroll Compressor Field Installed Filter Dner Front Seating Service Valves Internal Pressure Relief Valve Internal Thermal Overload _ Long Line capability Low Ambient capability with K4 3-4-5 Expanded Valve Space Composite Basepan 2 Screw Control Box Access 15"Access to Intemal Compunents Quick release louver panel design No fasteners to remove along_bottorr Optimized Venturi Airflow_ Powder coated paint Rust resistant screws OR code External gauge ports Service trays 4 General Data/Electrical Data RA14AZ General Data GENERAL DATA MODEL NO. RA14AZ18 RA14AZ24 RA14AZ30 RA14AZ36 RA14AZ42 RA14AZ48 RA14AZ60 Nominal Tonnage 1.5 2.0 2.5 3.0 3.5 4.0 5.0 Valve Connections iid Liu,0 D,-in. 3/8 3/8 3/8 3/8 3/8 3/8 3/8 D.-in. 3/4 3/4 3/4 3/4 7/8 . 7/8 7/8 Refrigerant(R410A i furnished oz 94 115 120 124 149 153 203 Compressor Type Scroll Outdoor Coil Net 1&,area Outer Coil 10.9 13.3 14.3 16.4 19.5 19.5 32.5 Net tat-area- inner Coil 10.5 12.9 13.9 15.9 18.8 ' 18.8 - ,')e dixweter-in. 0.276 0.276 0.276 0.276 0.276 0 276 0.375 Nun'�r of rows 2 2 2 2 2 2 1 _ r .per inch 24 24 24 24 24 24 22 Outdoor Fan Di•t i,eter-in. 20 24 24 24 24 24 26 - %,ix;- ,f blades 2 2 2 2 3 3 3 Motor hp 1/7 1/6 1/6 1/6 1/5 1/5 1/3 CFM 2156 2723 2830 2991 3655 3655 5178 RPM 1075 825 825 825 850 850 910 watts 152 161 165 145 214 214 1 271 -shipping-weight Is 151 185 197 217 i 259 250 294 Operating weight-Ibs 1 144 178 190 210 252 243 287 Electrical Data Line Voltage Data(Volta-Phase-11z) 208/230-1.60 2081230-1-60 208/230-1-60 208R30-1-60 208230-1-60 2087230 1-60 208/230.1-60 Maximum overcurrent protection(ampsy 20 25 30 30 40 40 60 Minimum circuit ampacity' 14 18 19 20 24 24 40 Compressor Rand load amps 9 12 14 13 18 18 26 )eked tutor amps 43 60 68 83 110 102 150 Condenser Fan Motor Full load amps 0.8 0.8 0.8 0.8 1.0 1.0 2.8 ocked rotor amps 1.5 1.5 1.7 1.7 2.6 t 2.6 - 'Refngerant charge sutt�, iPngth of refrigerant lines.For longer line set requirements see the installation instructions for informat" arwut set length and additional refrigerant charge requ THACR type circuit break sr 'Refer to National Elk(r it .,:„,i to determine wire,fuse and disconnect size requirements. 5 Accessonesi Weighted RA14M Accessories MODEL NO RA14AZ18 RA14AZ24 RA14AZ30 RA14AZ36 RA14AZ42 RA14AZ48 RA14AZ60 Compressor crankcase heater 14 17402-44 44-17402-44 44-17402-44 44-17402-44 44-17402-45 44-1'402 45 44-17402-45 Low ambient control RXAD-A08 RXAD-AO8 RXAD-A08 RXAD-A08 RXAD-A08 RXAD-A08 RXAD-A08 Compressor sound cover -8-23427-26 68-23427-26 68-23427-26 68-23427-26 68-23427-25 68-:',4, .5 68-23427-25 Compressor hard start kit SK-Al SK-Al SK-Al SK-Al SK-Al SK-Al Comptessor time delay RXMD-801 RXMD-801 RXMD-B01 RXMD-1301 RXMD-B01 RXMD 001 RXMD-BOt Low pressure control RXAC-A07 RXAC-A07 RXAC-A07 RXAC-A07 RXAC-A07 RXAC A07 RXAC-A07 High pressure control RXAB-A07 RXAB-A07 RXAB-A07 RXAB-A07 RXAB-A07 RXAB-A07 RXAB-A07 Liquid Line Solenoid Solen„n.alve 200RD2T3TVLC 200RD2T3TVLC 200RD2T3TVLC 200RD2T3TVLC 200R02T3TVLC 200RD2T3TVLC 200RD2T3TVLC (24 VAC,50/60 Hz) Solern,ul oil 61-01324V 61-AMG24V 61-AMG24V 61-AMG24V 61-AMG24V 61-AMG24V 61-AMG24V Liquid Line Solenoid Solern-nf valve 200RD2T3TVLC 200RD2T3TVLC 200RD2T3TVLC 200RD2T3TVLC 200RD2T3TVLC 200RD2T3TVLC 200RD2T3TVLC (120/240 VAC.50/60 Hz) Solenow1.od 1i-AMG120240V 61-AMG120/240V 61-AMG120/240V 61-AMG120/240V 61-AMG120/240V 61-AMG120240V 61-AMG1201240V Classic Top Cap w/1-abel U1 101123-21 1 91-101123-21 1 91-101123-21 91-101123-21 91-101123-21 91.101123-21 91-101123-21 `Crankcase Heater recornmw o n th a Ar,bient Kit. Weighted Sound Power Level (dBA) UNIT SIZE- STANDARD TYPICAL OCTAVE BAND SPECTRUM(dBA without tone adjushiPM) VOLTAGE.SERIES RATING(OBA) 125 250 500 1000 2000 4600 8000 RA14AZ18 70 7 48.2 56.0 61.9 61.0 56.5 535 45.7 PA14AZ24 68.5 44.6 53.6 58.7 58.0 55.5 50.5 45.7 RA14AZ30 70.8 45.1 54.5 59.8 59.0 56.8 53.8 45.9 RA14AZ36 71.6 45.4 52.6 60.2 60.8 58.7 559 48.4 RA14AZ42 } 72 5 46.6 55.3 1 63.9 1 62.1 1 59.4 552 48.2 RA14AZ48 74.0 45.4 55.7 1 64.2 62.9 1 60.8 567 51.2 RA14AZ60 * 158 1 43.4 59.8 1 67.2 65.5 1 62.7 1 592 531 NOTE:Tested in accordam.t u .,4 Si.,-;aid 270-08(not listed in AHRU 6 Unit Dimensions RA14AZ Unit Dimensions OPERATING SHIPPING MODEL H(Heighti L(Length) W(Width) H(Height) L(Length) W(Width) NO INCHES mm INCHES mm INCHES mm INCHES mm INCHES mm INCHES mm RA14AZ18 25 n 735 29.75 756 29.75 756 26.50 673 32.38 822 32.38 822 Y i RA14AZ24 25 tr- ti35 33.75 857 33.75 857 26.50 673 36.38 924 36.38 924 RA14AZ30 2, rk 586 33.75 857 33.75 857 28.50 724 36.38 924 36.38 924 RA14AZ36 ?' tt' j '87 33.75 857 33.75 857 32.50 826 36.38 924 36.38 924 RA14AZ42 35 if. 889 33.75 857 33.75 1 857 36.50 927 36.38 924 36.38 924 RA14AZ48 t 35 7U + 889 33.75 857 33.75 857 1 36.50 927 36.38 924 36.38 924 RA14AZ60 �' n' +' '295 35.75 908 35.75 1 908 52.50 1334 38.38 9754 38.38 975 ALLOW 60"[1524 mm] OF CLEARANCE Wu \ y p rt H = / SERVICE PANELS/ / INLET CONNECTIONS/HIGH&LOW - t VOLTAGE ACCESS AIR INLET LOUVERS ALLOW ALLOW 24'1610 mm]OF CLEARANCE '�- 6"[152 mm]MIN.OF CLEARANCE ALL SIDES 12"[305 mm]RECOMMENDED [ ]Designates Metric Conversions ST-A1226-02-00 C�B8YE1 n:, RA14AZ WALL s N - N N O tf) cD V NO T0) 2 cD (V N O 6-3 yJ O v C (fl E E Nai 0 0 E m c It E : (V (O > N o s u) d 5 B � 9 C co E E Nai o O E (D U CDC �� .0 A O E $ e � U � Cl) N O E R W (p (o w E U II Z z - X Q _ w co U U m N°'o LO s w `� z w O z h ,as Furnnco- R921V I 1 The new degree of comfort' EndeavorTm Line Classic® Series Gas Furnaces 1+ 0 4�\N�Bi A � EcoNet R921 V :J2110 A.F.U.E.t EcoNet® Enabled Heating Stages: Single Stage Motor Type: Constant CFM Input Rates: 40 to 115 kBTU [11 .7 to 33.7 kW] ,onfiguration Options: 4-Way Multi-Position ISO � O�� m OUAUREO ONLY IN v^ UI s91RP'.A AZ AP Ms,11V NM.� 9001:2015 LISTED � TN Koksc. .TX VA_ — t A F U E iAnnuo tw.. Efficiency)calculated in accordance with Department of Energy test procedures. 'The Bwetootn A via, u logos are registered trademarks owned by Bluetooth SIG,Inc.and any use of sucr narks by Rheem",is under license.Other trademarks and trade names are those of their respective owners. FORM fW.1 G11.679 RFV.1 R921V Gas M H Ba + 040 3 A /7 M4 S C A P Brand Furnace M Heating input AC Max. Major Series Width Position Nos Con11' Minor Series Option Code E iuenq a, Capacity Hheem 9: y,. Aru[ y 040- 40K BTUH(11.7 kWi 3-3 ton drive A-1 at Design 17-17.5'Width M4-Mufti- S-Standard C-Comm,, A isi Sens P-Premium •.•.d D60- 60K BTUH 11 L6 kw) 5-5 ton drive Series 21-21'Width 4 Way EcoNet®,11,-, &add 070- 70K BTUH 120.5 kw) 24-24.5'Width 085- 85K BTUH 124.9 kW] 100-1009 BTUH 129.3 kWj 115-115K BTUH 133.7 kWj [ ]Designates Metric Conversions AVAILABLE MODELS STANDARD EQUIPMENT R921 V0403A 1'M•1 Condensate switch connection' R921 V0603A1;MJ 100%safety lockout R921VO703AI M 1 29-4C stainless steel secondary heat exchange, 1r,i4n R921V0705A21 M-1, Adjustable cool fan off delay R921 V0855A21 h1-1 Aluminized steel primary heat exchanger desq R921V1005A21tin 1 Blocked Drain Sensor R921 V1155A24M, Blower compartment door safety switch Bluetooth®diagnostics Bluetooth®setup Bluetooth®setup and diagnostics Completely assembled and wired Direct drive motor EcoNetO Thermostat connections Electronic on/off blower time control Fully insulated heat exchanger cabinet Humidistat terminal connection Induced draft motor Limit controls Low speed continuous fan option Manual shut-off valve Marked condensate hoses One hour automatic retry Power and self test diagnostics Pressure switch PWM Controlled constant torque electrically co r nutdied blower motor Redundant main gas control Single stage heating thermostat connection Solid bottom Blower Insulation Two plus stage cooling thermostat connection, !When used with EcoNet®Smart Thermostat only 2When connected to three-speed or modulating AC/HP[X"riuct FURNACEWARNING THIS NOT "APPROVED 1' RECOMMENDED FOR USE IN MOBILEHOMES 4 P,,ys.cal Data and Specifications FMI V Physical Data and Specifications-U.S. Models MODEL NUMBERS R921VO403 R921VO603 R921VO703 R921VO705 R921VO855 1119211111005 R921V1155 A17M4SCAP A17M4SCAP A17M4SCAP A21M4SCAP A21M4SCAP A21M4SCAP A24111114SCAP HIGH FIRE iNP, 42.000[12.301 56,000[16.41] 70,000(20.511 70.000[20.511 84.000124.611 r.)1)0128.721 112,000[32.821 HEAT INU CAPAr 39.900[11.69] 53.200[15 591 66,500[19.491 66,500[19.491 79,800[23.391 10 127.281 106.400[31.181 HIGH ALTITUDE i. 35,910 10.52 47,880 14.03 59,850 17.54 59,850 17.541 71,820 21.05 d�,90 24.56 95,760 28.061 10°��DERATE(kW� [ ] [ ] [ ] [ [ ] [ ] [ BLOWER(DxW,i1 11x7 11x8 11x8 11x10 1100 11x10 11x11 [279 x 178] [279 x 2031 [279 x 2031 [279 x 254] [279 x 254] 279 x 2541 [279 x 279] MOTOR H.P [W� 1/2[373] 1/2[373] 1/2[373] 1 [746] 1 [746] ' (746] 1 (746] VS-CT(ECM) VS-CT(ECM) VS-CT(ECM) VS-CT(ECM) VS-CT(ECM) ,S CT(ECM) VS-CT(ECM) MIN CIRCUIT AMPA; 10 10 10 17 17 18 17 MIN OVERLOAD PRC'; 'ION, EVICE 15 15 15 20 20 25 20 MAX OVERLOAD PP, 'ION:IEVICE 15 15 15 25 25 25 25 Motor Full Load Arnr• 6.1 6.1 6.1 12.4 12.4 124 12.4 MAXIMUM EXT STAr -4S1 qF 1.0 1.0 1.0 1.0 1.0 10 1.0 (IN WC I[kPa1 [0.25] 10.251 [0.25] [0.251 [0.25] j025] 10.25] HEATING CFM[L s' 990[4681 1100 15201 1200[5661 1375[6491 1735[8191 '440 16801 1650[7791 MAX Cooling CFM 1240[5851 1240(585] 1240[585] 1980[934] 1980[934] '980[934] 1980[934] MIN Cooling CFM 300[1421 300[1421 300[1421 500[236] 500[236] 50012361 500[236] Fan CFM[L!s1 600[2831 60012831 600 12831 1000(472] 1000[472] '1)00[472] 1000[472] TEMPERATURE RISE FlF, 20-50 30-60 40-70 30-60 40-70 40-70 45-75 RANGE IN DEGRE E 1 [11-281 117-331 [22-391 [17-331 1 [23-391 122-391 [25-421 APPROX SHIPPNIi A, r 123 128 133.5 146.5 150 155 190 (LBS [kq] 1561 [581 [611 [661 [681 1701 [8 .2 1 006AFUE , 92.00% 92.00% 92.00% 92.00% 92.00% 92.00% 96 NOTES All models a,r 1H1 phase Gas connection size for all models is 1/2"[13 mm]N.P.T. Installation nuns mqh attitude derate. Canadian msrauatinns or,y J In accordam.r wit^;)0- test procedures. NOTE. Standard muor•. . n ,.aldornia low nox requirements up to 40ng/J. This furnace does nor iisi- gwrements of 14 ng/J NOx emissions limit,and thus is subject to a mitigation fee of up to$450. This furnace is to be,,,i,. ,i; vl, tiring only in air districts requiring 14 ng/J NOx emission limits.Operating in natural gas mode is in vii of these Rules. [ ]Designates Metnc Conversions 5 Dlmensio,,.n i r.r ' R921V Multi-Position Application FRONT BOTTOM TOP [42 mm]� 14 t mr g • A OPTIONAL VENT OUTLET Shs` OPTIONAL KNOCKOUT COMBUSTION AIR . • • '� [8 mmj INLET KNOCKOUT 16 mm] SUPPLY -- AIR 199 c a 247/e" 1504^m ' [631 mm] 2614" R r 24" 237/3e 1867 mm] w 1633 mm] RETURN 19n/az" 1590—1 [502 mm] �1 i864 mm. -- (17 mm) • 1zvsT C —►{ ��mmi IF[42 mm] A 263/,6"1665 mm] 253/,e[656 mm] • ,91/e"[752 mmJ 257he 1646 mm] • 281/,e"[713 mm] 235ha"[593 mm] OPTIONAL CONDENSATE OPTIONAL *_1 92713e(504 mmj eJe 22511C[567 mm] DRAIN(DOWNFLOW) CONDENSATE DRAIN I28^,ml [16 mm] (DOWNR OW! - — OPTIONAL T1aAP • 2231/3z LOCATION 1583 mm) (HORIZONTAL) --. -(*nONAL 32"'e GAS CONNECTION GAS [835 mmJ , � _TRAP LOCATION CONNECTION (HORIZONTAL) 29 • - 2313he OPTIONAL COMBUSTION w'IONA7TRAP 1738 mr„ 1605 mm] VENT LOCATION oCATION 291/ax" HORIZONTAL) [738 mmJ - OPTIONAL CONDENSATE ` DRAIN(UPFLOW) 61PTIONAL VENT 261/e AIR INLET '7'?' 1583 mm] 17.,e 445 mmj 443 mr, w t NONAL LOW VOLTAGE CONDENSATE DRAIN / 26"., A-AING (UPFLO 181/e 3221/32' [665 mmI 14" ELECTRICALCONNECTION 1461 mm] [829 mm] [358 mmJ LINE VOLTAGE OPTIONAL LINE VOLTAGE WIRING ELECTRICAL CONNECTION L LOW VOLTAGE J —1t l 225/e 1575 mm] • 23"[584 mmj �243he"(614 mmj 6 ' 265he"[668 mmj [203 mm 160 mm] RIGHT SIDE LEFT SIDE Unit Dimensions(Clearance To Combustibles) MODEL LEFT MINIMUM CLEARANCE(IN.)[mm] SNIP FLANGE DIMENSIONS R921V SIDE RIGHT BACK TOP FRONT VENT WGTS. A C SIDE 040 0 0 1 [25) 2[51] 0 123.5[56] 171/2[445] 161744 14131 1613/64 1412] 060 0 0 1 [25] 21511 0 128 [58] 171/2[445] 1617/s4[413) 1613/64[412] 070 0 1 [25] 21511 0 132 [60] 171/2[445] 1617/�,141?1 1613164[412] 070(wide) 0 1 [25] 2151] 0 147.5[67] 21 [533] 1949/64 15021 1 1945/64[500] 085 0 1 [25] 2[51] 0 147.5[67] 21 [5331 1949/,.4 1502] 1945/64[500) 100 0 1 [25] 21511 0 152 [69] 21 [533] 1949/64[502[ 1945/6415001 115 0 1 [25] 2151] 0 165 [75] 241/2[662] 2317/M 15911 2313/64(589] •A service clearance of at ea' —nded in front of all furnaces [ ]Delsignslss Metric Conversions Supply and return depicted a, ,. w �n�'u gyration. Flange configuration will vale yi IQ n,t Ration orientation. 6 Indoor Coils RCFZ 1 1 ; i The new degree of comfort` EndeavorTm Line Cased/Uncased Coils For Gas and Oil Furnaces k v RCFZ eaturing Industry Standard R-410A Refrigerant Airflow Capacity 600-1,900 CFM [283-897 Us] FORM N( ^11 226 REV Model Number identificatu RCFZ 1 R C F Z 24 14 S T A A M U Mad Product Trpe Refrigerant Capacity Width Efficiency Metering Major Coil Orientab.. Casing Option CMDM Device Series Series Code R=Rhaem C=Cod T "410A 24i25=24,000 BTUM 14=14' S=Standard T=TXV A=First A=A-Cal M=MuBipois =Uncased 30=30.000 BTUM 17=17.5' M=Medium E=EXV N=N-Cod V=Venial o--. 36/37=36.000 BTUM 21=21' H=High Convenitw 42=42.000 BTU/H 24=24.5' U=Ultra 48/49=48,000 BTUM 6&61=60,000 BTUM TXV MODELS BASE TIER TXV MODELS MID TIER RCR2414STAAMI RCFZ2414STAAVU RCFZ2517STANMC RCFZ2517STANVU RCFZ241 NIANh• RCFZ2417MTANVU RCFZ3717STANMC RCFZ3717STANVU RCFZ2417STAN44 RCFZ2417STANVU RCFZ4921STANK RCFZ4921STANVU RCFZ2421MTANM, RCFZ2421MTANVU RCFZ6124STANMC RCFZ6124STANVU RCFZ3617STANtv1! RCFZ3617STANVU RCFZ3621 MTAAf,a, RCFZ3621 MTAAVU RCFZ3621 MTANMI RCFZ3621 MTANVU RCFZ3621STANMI RCFZ3621STANVU RCFZ3624MTANMi RCFZ3624MTANVU RCFZ4821STAAMt RCFZ4821STAAVU RCFZ4821STANK RCFZ4821STANVU RCFZ4824MTANMr RCFZ4824MTANVU RCFZ4824STANMT RCFZ4824STANVU RCFZ6021STAAMt RCFZ6021STAAVU RCFZ6024STANM RCFZ6024STANVU EEV MODELS HIGH TIER RCFZ2421HEAAMC RCFZ2421HEAAVU RCFZ2421 MEANMC RCFZ2421 MEANVU RCFZ2421HEANMC RCFZ2421HEANVU RCFZ3621 MEAAMC RCFZ3621 MEAAVU RCFZ4821SEAAMC RCFZ4821SEAAVU RCFZ6021SEAAMC RCFZ6021SEAAVU RCFZ6024SEANMC RCFZ6024SEANVU RCFZ3621 MEANMC RCFZ3621 MEANVU 4 Coil Specifications RCFZ Coil Specifications/Airflow Pressure Drop Auvros Face Fins Coil Design Cooling Area Wet Coil Static Pressure Drop(inches W.C.)[kPa]@ CFM L si -(Coil Only) I Model An How In Per rich l Width Nominal s I 0 900 1000 1100 1200 1300 1400 500 1600 1700 1800 1900I ICF Range CFM Syfl• Rows Capacity n 1T600 3[Deep 83 3781 14251 [4721 [5191 [5661 [6141 [6611 08 17551 [8021 18501 18971 1-ICFZ2414S' -�0C 4 56 1612 14 0.171 0.221 0.278 0.342 0.412 _ _ _ _ _ _ _ _ 25 '9 421 1421 [55] [691 1851 [103] (-)CFZ2417S' I00 4 56 0.115 0.150 0.189 0.232 0,279 (-)CFZ2517S "46425] 10 42] 16/2 1.5-2 [291 1371 [47] [58] [691 (-)CFZ2417M 100 5 70 16/2 17 0.107 0.137 0.171 0.209 0.251 s 125 10 521 [27] 1341 1421 [521 [62] (-)CFZ3617S- 'o1 5 70 16/2 2.5-3 0.107 0.137 0.171 0.209 0.251 0.297 0.347 0.401 (-)CFZ3717S ,66, 0 521 [271 [341 1421 [521 162] [741 [861 [100) 1 ICR2421 M 4O) ;70 16/2 0.107 0.137 0.171 0.209 0.251 _ _ 1•i 1251 10 521 127] [34] 1421 [521 [62] I-ICFZ2421H )� 855 16/2 1.5-2 0,062 0.086 0.112 0.140 0.170 _ _ 125 10 79] 115] [21] [28] [351 [421 1-ICFZ2421H 100 1160 13/3 0.041 0,060 0.081 0.105 0.130 125 )70] [10] [151 [20) [26] [321 ( )CFZ3621S r0 16/2 0.107 0,137 0.171 0.209 0.251 0.297 0.347 0.401 521 [271 [34] [42] [521 [621 [741 [86] [1001 0 855 0.062 0.086 0.112 0.140 0.170 0.202 0.236 0.272 0.309 ( ICFZ3621 M ;1i14, 10 79) 16/2 21 2.5 3 [151 [21] 128] [35] [421 [50] [591 [681 [771 '300 '60 0.041 0.060 0,081 0.105 0,130 0.157 0.186 0.217 0.250 I1CFZ3621M y -•()14 10701 13/3 [10] 1 [151 [201 [261 132] [39] [461 [541 [62] �- ( )CFZ4821 S, '6O 855 16/2 0.062 0.086 0.112 0.140 0.170 0.202 0.236 0.272 0.309 0 349 0.391 0.434 0.480 (-)CFZ4921S -95 10 791 3.5-4 1151 [21] [28] [351 [421 [50] [59) [681 [771 1871 197] [1081 1119] - (-)CFZ4821 S' 60f -60 13/3 0.041 0.060 0.081 0.105 0.130 0.157 0.186 0.217 0.250 0 285 0.322 0.361 0.402 55 1,0 70L- - [101 115120 26 32 39 46 541 [621 JLIL80 90 100 (-)CFZ6021ST' '80, '60 13/3 5 0.000 0.007 0.035 0,063 0.091 0.119 0.147 0.175 0.203 0231 0.259 0.287 0.315 0.343 150, 10 70 0 2 9 16 23 30 37 44 50 J571 64 71 78 85 (-)CFZ6021 SE' " 1601 60 13/3 3-5 0.041 0.060 0,081 0.105 0.130 0.157 0.186 0.217 0.25010 285 0.322 0.361 0.402 0.444 55 10 70] 1101 [151 (20] [261 [32] [39] [46] [541 [621 1711 1801 [90] [1001 [1111 (-)CFZ3624M x '00 455 16/2 2.5-3 0.062 0.086 0.112 0.140 0.170 0.202 0.236 0.272 0.309 _ _ _ - "ti141 I�)791 115] [211 [28] [351 1421 [501 [591 [B81 177] (-)CFZ4824S '60( 8 55 16/2 0.062 0.086 0.112 0.140 0.170 0.202 0.236 0.272 0.309 ^ >49 0 391 0.434 0.480 - 55 10 79] 24 3.5-4 [15J [211 [211 [351 [421 150] [591 [68] [77] F" 197] [108] [119] _ (-)CFZ4824M �tl 9 98 0.032 0.049 0.069 0.091 0.114 0.140 0.167 0.197 0.228 ,'0 297 0.334 0.374 _ 55 !093] 14/3 [8] [1�1 [171 1231 [281 1351 [42] [491 [57] 1741 [83] [93] ( )CFZ6024S 11!1 60( 9 9814/3 0.032 0.04910.069 0.091 0.114 0.140 0.167 0.197 0.228 0 262 0 297 0.334 0.374 0.415 (-)CFZ6124S �, '551 10931 5 [8] [121 [171 1 [23] [28] 135] 1 [42] [491 [571 651 1741 1 [83] 11931 [1�1 [ I Designates Metnc Conversions 5 RCFZ Coil Specifications/Airflow Pressure Drop (Con't.) Approx Fins Coil Desi gn Cooing Face Par Wet Coil Static Pressure Drop(Inches W.C.)[kPa]@ CFM[L t. -iCoil Only) Motel Au Flow Area Inch/ Width Nominal (•)CF Range CCNI So Rows Capacity 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 i Deep [2831 [3301 [3781 [4251 [4721 15191 [5661 [6141 16611 [708 551 [8021 18501 18971 (-)CFZ2414S hill: 16/2 14 0.121 0.160 0.205 0.256 0.312 0.373 0.441 0.514 - _ - - - 128" 1 1301 [401 151] [64] 178] (93] [1101 [128] (-)CFZ2417S 600 ' '' 5-2 0.097 0.128 0.163 0.202 0.245 0.292 0.343 0.398 16/2 1 (-)CFZ2517S 128' 1' 1?) [241 [321 141) [501 1611 [73] [951 199] - - - - - (-)CFZ2417M 6011 16/2 17 0.112 0.144 0.180 0.220 0.264 0.312 0.364 0.420 - - - - - 1283 I 1281 [361 1451 [55] 1661 [78] [91] 1105] (-)CFZ3617S 60n 0.112 0.144 0.180 0.220 0.264 0.312 0.364 0.420 0.480 (-)CFZ3717S [?S. 16/2 F25-3 [281 [361 1451 [551 [661 [781 [91] [1051 [1191 - - - - i nl, 0.112 0.144 0.180 0.220 0.264 0.312 0.364 0.420 (•)CFZ2421M 16/2 - - - - - (2H [281 [361 [45] [551 1661 178] [91] [105] (-)CFZ2421 H floo 16/2 1.5-2 0.062 0.086 0.112 0.140 0.170 0.202 0.236 0.272 0.309 0.345 ti 1 0.434 - - [28:. 1151 [211 [28] [351 142] 1501 159] [68) [77] [871 9 1 [1081 (-)CFZ2421 H' 50n 13/3 0.043 0.053 0.066 0.080 0.096 0.115 0.135 0.158 0.182 0.208 !.'.i 7 0.267 - - [2�` [111 [t31 [16] [201 [241 [291 134] [391 [45] [521 j41 [661 (-)CFZ3621S 16/2 0.112 0.144 0.180 0.220 0.264 0.312 0.364 0.420 0.480 - - - - 128, [28] 1361 [45] [55] [66] [78] [91] [1051 [1191 (-)CFZ3621 M 606 16/2 2.5-3 0.039 0.056 0.075 0.095 0.117 0.141 0.166 0.193 0.222 0.252 ..'84 0.318 0.353 0.391 12838u 11 "1 21 [101 [141 1191 [241 [291 1351 [411 [481 [55] 163] -11 1 [791 [88] 197] 601,'+ 0.043 0.053 0.066 0.080 0.096 0.115 0.135 0.158 0.182 0.208 ?�7 0.267 0.299 0.334 1 )CFZ3621 M' 1283 b` 11 1 13/3 [11] [131 [16] [201 [24] 1291 [34] [39] [451 1521 -1 [66) [751 (83] 1-)CFZ4821SI 600. 4 n r 5„ 16/2 0.039 0.056 0.075 0.095 0.117 0.141 0.166 0.193 0.222 0.257 84 0.318 0.353 0.391 (-)CFZ4921S 1283,189', IIC '91 101 1141 1191 [241 [29] [351 [411 [48] [55] 1631 11 , [791 [88] [97] 600 9nr t ,,) 3.5 4 0.043 0.053 0.066 0.080 0.096 0.115 0.135 0.158 0.182 0.208 0 237 0.267 0.299 0.334 ( )CFZ4821S' 2113 8� 1i .� 1313 11 13 161 [201 124129 34 39 45 52 �qj t66175 83 (-)CFZ6021 ST 600'41 "' 13/3 5 0.000 0.000 0.016 0.040 0.065 0.089 0.113 0.137 0.162 0.186 '10 0.234 0.259 0.283 283-8 t1G O] 0 0 4 10 16 22 28 34 40 46 52 58 64 70 (-)CFZ6021 SE' 600'4' 13/3 3-5 0.043 0.053 0.066 0.080 0.096 0.115 0.135 0.158 0.182 0.208 "2374267 0.299 0,334 12818'. 1, 1111 [131 1161 [20] 1241 [29] 1 [341 [391 1 [45] 1 [521 ;`+I [66] [751 1831 (-)CFZ3624M 600 1612 2.5.3 0.039 0.056 0.075 0.095 0.117 0.141 0.166 0.193 0.222 UK :.'84'0.318 0.353 0.391 128sr L. ,i [101 [141 [191 [241 [291 [351 [41] (481 [551 [631 I [79] [8e] [971 600 19*1 t8 55 0.039 0.056 0.075 0.095 0.117 0.141 0.166 0.193 0.222 0.25: 284 0.318 0.353 0.391 ()CFZ4824S- 1283.84 1[0 .91 16/2 24 3.5 4 110] [141 119] [24] [291 1351 [41] 1481 [551 [631 ''1 [791 [88] [971 I-)CFZ4824M 600 110 y q8 14/3 &023 0.038 0.055 0.074 0.095 0.119 0.144 0.171 0.200 0.23, , 164 0.300 0.337 0.376 1283,8,, 11 '11 [6] 1101 [141 [181 [24] 1291 [36] [421 [50] 1581 i661 [75] [84) 194] (-)CFZ6024S 600 1 u `+8 14/3 5 0.023 0.038 0.055 0.074 0.095 0.119 0.144 0.171 0.200 0.23, 0 264,0.300 0.337 0.376 ()CFZ6124S 128 K. j: [6] 1101 [141 [181 [241 1291 [361 (421 [501 [581 661 [751 184] 194] [ ]Designates Metric Conversions 6 Cod Dimensions and Wr• RCFZ Cased Coil Dimensions and Weights CoilConnections I.D. Cased Coil Dimensions Weight Model RCF Sweet(in.)[mm] (in)[mm] Coil Weight Shipping Weight Liquid Suction A B C Ilk)[Kg.] (lbs.)[Kg.] zalat 3/8[9.53] 3;4[19,05] 14 [356] 201/16 [535] 233/16[584] 15[20) 49[22] 2417S/2517S 3/8[9.53) 314119.051 171/2[445] 141/2[368] 20 [508) 43[19] 48[21] 2417M/3617S/37175 3/8[9.53] 3/4[19.051 171/2[445] 17[454] 20 [508] 49[22] 54(24] 2421 M/3621 S 3/8[9.53] 314[19.051 21 [533) 171/2(445] 20 [508] 51 [23] 57[25] 2421 H/3621 M/4821 S 49211, 3/e[9.53] 7/8[22.23] 21 [533] 25[657] 28 17111 71 (32] 78[35] 3624M/4824S 3/e[9.53] 718[22.231 241/2[622] 1 25[645] 32 [812] 1 83[38] 93[42] 4824M/6024S;6124c, 3/8[9.53] 7/8[22.231 241/2[622] 30,1417681 32 (812] 100[45) 110[50] 2421 H'3621 M' 48, , 6071 S 3/8[9.53] 7r8122.23] 21 [533] 1 33[838] 341/2 [876] 76(34] 86[37] _"A Cod FIGURE 1: DIMENSIONS CASED A MINUS ONE INCH,f, 197/e" PLENUM WIDTH [505mm) i FRONT VIEW E A -� NOTE: FLANGES ARE PROVIDED FOR FIELD SIDE VIEW INSTALLATION i 1/2"[12.7 mm] i 1Ihe" [36.5 mm] i B SUCTION LINE C i r /re" LIQUID LINE [11.1 mm] 51ehe„ - [150.8 mm] 4 A" —. [104. mm] 2�(31.7mm] .. IF [55c 8 mnil r ] PRIMARY DRAIN. 3i, N P T PRIMARY DRAIN � Casing top and bottom opefnngs,re the same dimensions. (VERTICAL 8 �DARY DRAIN 3/4"N PT (VERTICAL) HORIZONTAL F'T (VERTICAL) [ ]Designates Metric ConveNs4ons RCFZ Coil Application Coils can be matched to hedtiny products as listed in table below. Coil Model Furnace Width 1 )CF2 (In.)(rem) oil' Gas 2417S,241-M 251'� 14 i56] 361-5•i-'-1 — 2417S 241 M?517, 17 [431] 1 ,,4441 361'S S 14 :356] 2421M 21 15331 242114 362',1621M 21 [533] 4821S4921�j)21c 1" 4441 1F24V , 48248,4K4M ti,624> 241/2[622] 24 ,6221 6024H f'r4` 21 %5331 'Due to the proximity of if,, n.,. V temperature oil furnace drum.horizontal left application is NOT permitted on all oil furnaces. Accessories Horizontal Adapter Kit •PLENUM ADAPTER ACCESSORY Coil Model Honz- 1w Adapter Kit Model No. RXBA-AE (-)CFZ2414STAAVU RXHH-AO1 This plenum adapter .i, r,so,, is for use with the 241/2" wide (-)CFZ2417MTANVU RXHH A03 cased indoor cooling :,:•: ,ea• hump coils.This allows a 24 /2" wide cased coil to be a,,!.,ned:x,it 28"wide oil furnace.This is a (-)CFZ2417STANVU RXHH-A02 field-installed accessor, •,r!y (-)CFZ2417STANVU RXHH-A02 •RXBA-AC(Upflow/Horizontal) (-)CFZ2517STANVU RXHH-A02 These plenum adapter .,, essones are for use when a cooling coil is matched with a gas fumar e of one smaller size. (-)CFZ2421 MEANVU RXHH-A03 •HORIZONTAL ADAPTER KIT RXHH(See Figure 2) (-)CFZ2421HEANVU RXHH-A04 This horizontal adapte, - • ,s•-r n,convert a upflow or downflow (-)CFZ2421 HEAAVU RXHH-AC6 coil CVUA) for a horinn i, ,rpp,i,.ation. See Table 4 to order the (-)CFZ2421MTANVU RXHH-A03 proper horizontal adaptw hit (-)CFZ3617STANVU RXHH-A03 •INDOOR COIL CASING- RXBC(See Table 5) (-)CFZ3717STANVU RXHH-A03 R X_ B C — D 14 1 (-)CFZ3621MEANVU RXHH-A04 T T INSULATION (-)CFZ3621 MEAAVU RXHH-A06 I=Insulated (-)CFZ3621 MTAAVU RXHH-A06 Blank=Uninsulated (-)CFZ3621 MTANVU RXHH-A04 CABINET WIDTH 14=14"[356 mm) (-)CFZ3621STANVU RXHH-A03 17=17.5"1444 mm) 21=21"[533 mm] (-)CFZ3624MTANVU RXHH-A04 24=24.5"(622 mml (-)CFZ4821 SEAAVU RXHH-A06 - DESIGN SERIES (-)CFZ4821STAAVU RXHH-AC6 - COIL CASING (-)CFZ4821STANVU RXHH-A04 BLOWER UNIT (-)CFZ4921STANVU RXHH-A04 - ACCESSORY (-)CFZ4824MTANVU RXHH-A05 Rheem (-)CFZ4824STANVU RXHH-A04 (-)CFZ6021 STAAVU RXHH-A06 (-)CFZ6021SEAAVU RXHH-AO6 (-)CFZ6024SEANVU RXHH-A05 (-)CFZ6024STANVU RXHH-AO5 (-)CFZ6024STANVU RXHH-A05 (-)CFZ6124STANVU RXHH-A05 8 Heat Gain/Loss Calculations Manual & S Report - 7 - -flim e . j ■ I i --— F�DDR=1ElEEI Ell _ �17:1 00�� _ L ,i - F-7F r r Protect: 7 Bishop Drive South Rye Brook, NY 10573 Signature: Michael Hicks Date: RESNET Certified HERS Rater ICC Certified Plans Examiner ICC Certified Energy Inspector ACCA Certified HVAC Design 7/17/2024 Energy Effc ency Consultants Efficiency Mike Hicks MHicks EEC@GMail.com Consultants, L.L.C. 845-271-9385 Load Short Form Job r Bishop Drive South Ditties Jul 17,2024 Entire House By Mike Hicks Energy Efficiency Consultants Pian 7 Bishop Drive south Pi bo t '1 5?RS Email h9Hidks EEC4Gmad mm Project Infomiation F Or 7 Bishop Drive South,Rye Brook,NY 10573 Msign InfoffnZo-n - Htg Clg Infiltration Outside db F 8 95 Method Snnpilfied Inside db( F 72 75 Construction quality Average Design TD, F , 64 20 Fireplaces 1 (Average) Daily range - M Inside humidity I" 30 50 Moisture difference(gr4b) 29 55 HEATING EQUIPMENT COOLING EQUIPMENT Make rtia Make Na Trade nia Trade n/a Model rva Cond Na AHRI ref n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 dm/Btuh Air flow factor 0 cfmBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME. Area Htg load Clg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) 0m) (dm) Second Floor d 1366 24135 15980 947 947 Lower Levels d 2205 41333 20663 1333 1333 Entire House d 3571 65468 36643 2280 2280 Other equip loads 13222 4030 Equip @ 100 R5M 40511 Latent cooling 9496 TOTALS 3571 78689 50007 2280 2280 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 1* wrlghtsoft 2024-Jul-1 7 21 58 44 wght-SUi1C®Universal 2024 240.01 RSU07699 Page t ,CCK ntswnght, n ,, r,ve South rup Calc=MJ8 House Front faces.N Load Short Form Job 7Ek5hop Drive South$ttiec�q Da* Jul 17,2024 FAdrm Lower Levels W Mike Hicks l'un•ultun:` Energy Efficiency Consultants Plan 7 Bishop Drive South PO Bow F,' 't.y?Efi crr4-an 61HrJs EEG`a�,Gman nrn • _ • 1 • For 7 Bishop Drive South,Rye Brook,NY 10573 Design •ffnat • Htg Clg Infiltration Outside db I F; 8 95 Method Simplified Inside db i F 72 75 Construction quality Average Design TD I F 64 20 Fireplaces 1 (Average) Daily range - M Inside humidity I" 30 50 Moisture difference(grAb) 29 55 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEF.M Trade RHEEM Model R92 1 VO 705A21 WS Cond RA14AZ42AJIN AHRI ref 21228G250 Coil RCFZ4821STAAM AHRI ref 212280250 Efficiency 92AFUE Efficiency 12.0 EER2,15.2 SEER2 Heating Input 70000 Btuh Sensible cooling 28000 Btuh Heating output 69000 Btuh Latent cooling 12000 Btuh Temperature rise 48 °F Total cooling 40000 Btuh Actual air flow 1333 cfm Actual air flow 1333 cfm Air flow factor 0.032 cfm/Btuh Air flow factor 0 065 cfrnBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio J 70 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ft) (Btuh) (Btuh) (cfm) (cfm) Basement Hall 192 1596 232 51 15 Bedroom 209 3873 2661 125 172 Rec Room 408 5278 3343 170 216 Storage 59 1628 290 53 19 Bathroom 59 4969 174 160 11 Utility 84 2023 1303 65 84 Laundry 94 2080 1304 67 84 Family Room 229 4147 3327 134 215 Dinette 208 1834 1280 59 83 Kitchen 240 3696 3788 119 244 Den 110 2239 1560 72 101 Foyer 228 2893 1170 93 76 Powder 28 4096 26 132 2 Mud 43 808 170 26 11 �Alculations approved byACCA to meet all requirements of Manual J 8th Ed. Wroghtsoft ;,ght-SUM4 Universal 202424.001RSU07699 2024�Ju117•Page2 /�.� 9 nts�Wr�gh>svfl r+Vi _,r 'B:.r��,c;Xi.:e South rup Calc=MJ6 Fbuse Fronlfaces-N Pantry 18 171 34 6 2 Lower Levels d 2205 41333 20663 1333 1333 Other equip loads 7750 2362 Equip @ 1 OC RSM 22933 Latent cool)ng 9844 TOTALS 2205 49083 32778 1333 1333 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft k zoza-Jul nzPage3 yht-Swle®Unrversal 20z4 24.0 Ot RSU07699 Page 3 nSWright5otl +.� « 'bv•,c Jove Soulh.rup Calc=MJB House Fronlfaces. N Load Short Form Job 7 Bishop[hive South 2024 Second Floor e BV Mike Jul»,Hicks y M Energy Efficiency Consultants Plan 7 Bishop Drive South F-•" '1 9385 Email MHfcksEEC@Gmadmm 7 Bishop Drive South,Rye Brook,NY 10573 Design • • Htg CIg Infiltration Outside db i F, 8 95 Method Simplified Inside db i F 1 72 75 Construction quality Average Design TD i F i 64 20 Fireplaces 1 (Average) Daily range - M Inside humidity 30 50 Moisture difference gr1b) 29 55 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheen) Make Rheem Trade RHEEM Trade RHEEM Model R921V0403A17M4S Cond RA14AZ30AJlN AHRI ref 212396025 Coil RCFZ3621STANM AHRI ref 212396025 Efficiency 92AFUE Efficiency 11.7 EER2,14.3 SEER2 Heating input 42000 Btuh Sensible cooling 20732 Btuh Heating output 41000 Btuh Latent cooling 7668 Btuh Temperature rise 40 °F Total cooling 28400 Btuh Actual air flow 947 cfm Actual air flow 947 cfrn Air flow factor 0.039 cfm/Btuh Air flow factor 0 059 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 073 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (dm) Master Bed 288 5668 4041 222 239 Bath 4 78 2457 1180 96 70 M Bath 114 1879 986 74 58 WIC 95 967 279 38 17 Hall 209 1542 964 61 57 Bed 2 168 3722 2382 146 141 Bath 58 997 308 39 18 Bed 3 196 4723 2606 185 154 Bed 4 161 2180 3235 86 192 aiculations approved byACCA to meet all requirements of Manual J 8th Ed. wrigh t coft 2024-Ail-17 21 58 44 �'unt-Swletm Universal 202424.001 RSU07699 Page 4 n6+Wrghtsoil-.A ..- .. •.,e South.rup Calc=M.18 Fbuse Front faces. N Second Floor d 1366 24135 15980 947 947 Other equip loads 5472 1668 Equip @ 1 4 R,-M 17578 Latent coon ng 6627 TOTALS 1366 29607 24204 04 947 �:alculations approved byACCA to meet all requirements of Manual J 8th Ed. 2024-Jul-17 21 5844 wrfyhtsoR Right-SwteZUniversal 2024 24 0 01 RSU07699 /y Page 5 /Co"Ch rrts VVr ightsoft HWk .K '8ivwp Jrive South.rup Calc=MJB House Front faces N Buildin is Job 7 Bishop Drive South 9 Analysis Do* Jul 17,2024 Entire House By Mike Flicks Energy Efficiency Consultants Plan 7 Bishop Drive South Email MHicks EEC4Gmadwin �7r 7 Bishop Drive South,Rye Brook,NY 10573 Design Conditions Location: Indoor: Heatft Cooling White Plains Westchester Cc A,NY,US Indoor temperature(°F) 72 75 Elevation 397 ft Design TD(°F) 64 20 Latitude 41 N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 288 54.9 Dry bulb(°F) 8 95 Infiltration: Daily range( F - 17 ( M ) Method Simpilfied Wet bulb(°F i 78 Construction quality Average Wind speed impn 15.0 7.5 Fireplaces 1 (Average) • Component j Btutff Btuh %of load Walls 4.9 17028 21.6 Glazing 19.3 8963 11.4 "°"' 1- Doors Doors 25.1 965 1.2 Ceilings 1.3 1811 2.3 Floors 1.8 2564 3.3 Infiltration 1 4.1 14208 18.1 Ducts 12955 16.5 Gw� Piping 0 0 Humidification 0 0 Other Ventilation 20194 25.7 cMbng. " Adjustments 0 R-, 31 1 Total 78689 100.0 ,�n Component Btuft4F Btuh %of load Walls 1.4 4762 11.7 walls Ventilation Glazing 19.6 9104 22.4 Doors 12.7 488 1.2 Ceilings 11 1578 3.9 Floors 01 165 0.4 Glazing Infiltration 06 2006 4.9 Ducts 5011 12.3 ,wrial Gains Ventilation 4030 9.9 Internal gains 13530 33.3 Blower 0 0 Omer Adjustments 0 Ceilings Total 40674 100.0 Infiltration Ducts Latent Cooling Load=9496 Btuh Overall U-value=0 067 Btuh'ft'- F, Window/Floor Area=13.0% Data entries checked ."tw"t..f• 2024-Jul-1721:58.44 FLyht-Sul"Universal 2024 24 0.01 RSU07899 Pa e 1 nis Wrlghtsca-�A ,rK 8,v,oc Drive South rup Calc=KW House Front faces N g Building Analysis o 7Bishop�`e S°`�t Lower Levels Bf Mike Hicks Energy Efficiency Consultants Plan 'Bishop Drive South '1-a P; Emau fdHids EEC4§Gma:mm Project Infomiation F Or 7 Bishop Drive South,Rye Brook,NY 10573 Design Conditions Location: Indoor: Heatin Cooling White Plains Westchester CoA,NY,US Indoor temperature(°F) 72 75 Elevation 397 ft Design TD(°F) 64 20 Latitude 41 N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gdlb) 288 54.9 Dry bulb('F) 8 95 Infiltration: Daily range( F 17 ( M ) Method Simplified Wet bulb(`F 1 78 Construction quality Average Wind speed imph 15.0 7.5 Fireplaces 1 (Average) • Component Btuh/fF Btuh %of load Walls 5.2 12506 25.5 Glazing 19.3 4912 10.0 W.fh Doors 25.1 965 2.0 Ceilings 1.7 55 0.1 Floors 1.7 1963 4.0 Infiltration 4.1 8948 18.2 Ducts 5013 10.2 Piping 0 0 Humidification 0 0 Ventilation 14722 30.0 om., Adjustments 0 Flowa ll Total 49083 100.0 Component Btunt* Btuh %of load Walls 1.4 3264 14.2 walls ventilation Glazing 20.3 5175 22.5 Doors 12.7 488 2.1 Ceilings 1.5 48 0.2 Floors 0.0 14 0.1 Infiltration 06 1263 5.5 Gtm,ng Ducts 1631 7.1 Ventilation 2362 10.3 tit n.I Gains Internal gams 8780 38.1 Blower 0 0 Adjustments 0 Doors Othe4r Total 23026 100.0 Infiltration Dui Latent Cooling Load=9844 Btuh Overall U-value=0 074 Btutvlt'-'F. Window 1 Floor Area=11.5% Data entries checked •'�► wrly►.tsoft 2024Jul-172ge 2 Hiyht-SuIBe®Umversal 2024 24.0.07 RSU07899 Page 2 n6.JVrightsuf-\A - B,v-; :)rive S°u•t.rup Caic=MJB House Rontfaces N Buildin Anal is Job 7 Bishop Dnoe South 9 Ys D.•r AW 17,2024 Second Floor By Mike Hicks Energy Efficiency Consultants Plan 'Bishop Dri1R sotRtt �:et =mad MH,cks EEC4Gmahwm 7 Bishop Drive South,Rye Brook,NY 10573 Design Conditions Location: Indoor: Nesting Cooling White Plains Westchester Co A,NY,US Indoor temperature(°F) 72 75 Elevation 397 ft Design TD(°F) 64 20 Latitude 41 N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 288 54.9 Dry bulb('F) 8 95 Infiltration: Daily range( F I 17 ( M ) Method Simplified Wet bulb(`F 1 - 78 Construction quality Average Wind speed(mph 15.0 7.5 Fireplaces 1 (Average) Component BtuNfe Btuh /°of load Walls 4.2 4522 15.3 W.R. Glazing 19.3 4051 13.7 Doors 0 0 0 Ceilings 1.3 1757 5.9 Floors 2.2 602 2.0 GI-g Infiltration 41 5261 17.8 Ducts 7943 26.8 Piping 0 0 Humidification 0 0 �•�„ Ventilation 5472 18.5 Fes• Adjustments 0 Total 29607 100.0 �fim• • • • Component _ Btuh/M Btuh %of load Walls 1.4 1498 8.5 wells ventilation Glazing 18.7 3929 22.3 Doors 0 0 0 Ceilings 1.1 1530 8.7 Glazing Floors 0.6 151 0.9 Gains Infiltration 0.6 743 4.2 Ducts 3380 19.2 Ventilation 1668 9.5 Internal gains j 4750 26.9 Blower 0 0 Ce,hngs Adjustments 1 0 Other Total 17648 100.0 Infiltration Ducts Latent Cooling Load=6627 Btuh Overall U-value=0 058 Btuh/ft'- F. Window/Floor Area=15.4% Data entries checked wr iW"t so ft 2024-Jul-17 2158.44 Right-Sui"Umersal 2024 24.0.01 RSU07699 Pa e 3 nls1Wnghtsoft-\Ak Jr -B-snov Dnve Souri.rup Calc=MJ8 House Front faces:N 9 �. Project Summary Job 7 Bishop Drive South Dailir Ail 17,2024 Entire House By Mike Hicks Energy Efficiency Consultants Plan 7 Bishop Dire south ✓i Boy , '1-9J88 Emad.MHids EEGg-Gmad min • ' a r T,an • For 7 Bishop Drive South,Rye Brook,NY 10573 Notes Desian Information Weather: White Plains Westchester Co A,NY,US Winter Design Conditions Summer Design Conditions Outside db 8 °F Outside db 95 °F Inside db 72 °F Inside db 75 °F Design TD 64 °F Design TD 20 °F Daily range M Relative humidity 50 % Ventilation Method ASHRAE 62.2-2016 Moisture difference 55 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 52512 Btuh Structure 31633 Btuh Duds(R-4 0) 12955 Btuh Ducts(R-4.0) 5011 Btuh Central vent(190 cum) 13222 Btuh Central vent(190 cfm) 4030 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment toad 78689 Btuh Use manufacturer's data n Rate/swing multiplier 100 Infiltration Equipment sensible load 40511 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 5671 Btuh Ducts 3825 Btuh Central vent(190 dm) 6975 Btuh Heating Coolin Area(ftz) 3571 3571g Equipment latent load 9496 Btuh Volume(f ) 29803 29803 Air changes/houi 0.41 0.19 Equipment Total Load(Sen+Lat) 50007 Btuh Eguiv AVF(cfm 204 94 Req.total capacity at 0.70 SHR 4.8 ton Heating Equipment Summary Cooling Equipment Summary Make nra Make n/a Trade rva Trade n/a Model rva Cond n/a AHRI ref rva Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature nse 0 °F Total cooling 0 Btuh Actual air flow 0 dm Actual air flow 0 cfm Air flow factor 0 cfmBtuh Air flow factor 0 cfmBtuh Statc pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. �- wrY1q~•�� 2024-Jul-172 Page ge1 Page 1 L _xive South.rup Gaic=" House Frontfams N Pro eet Summa Job 7 Bishop Drive South 1 ry Dab Jul 17,2024 Lower Levels By Mike Hicks Energy Efficiency Consultants Ran 'Bishop Drive south PO Box661 1-9385 Emad.N1H,dcsEECo@Gmadcorn F or 7 Bishop Drive South,Rye Brook,NY 10573 Notes Nsign Information Weather: White Plains Westchester Co A,NY,US Winter Design Conditions Summer Design Conditions Outside db 8 °F Outside db 95 °F Inside db 72 °F Inside db 75 °F Design TD 64 °F Design TD 20 °F Daily range M Relative humidity 50 % Ventilation Method ASHRAE 62.2-2016 Moisture difference 55 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 36320 Btuh Structure 19033 Btuh Duds(R-4 O) 5013 Btuh Ducts(R-4.0) 1631 Btuh Central vent(111 cfm 1 7750 Btuh Central vent(111 cfm) 2362 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 49083 Btuh Use manufacturer's data n Rate/swing multiplier 100 Infiltration Equipment sensible load 22933 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 3386 Btuh Ducts 2370 Btuh Central vent(111 cfm) 4088 Btuh Heatinngg Codinngg Outside air Area(ft2) 2205 2205 Equipment latent load 9844 Btuh Volume(fN) 18192 18192 Air changes/hout 0.42 0.20 Equipment Total Load(Sen+Lat) 32778 Btuh Equiv AVF icfm 128 59 Req.total capacity at 0.70 SHR 2.7 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R921V0705A21M4S Cond RA14AZ42AJlN AHRI ref 212280250 Coil RCFZ4821STAAM AHRI ref 212280250 Efficiency 92AFUE Efficiency 12.0 EER2,152 SEER2 Heating input 70000 Btuh Sensible cooling 28000 Btuh Heating output 69000 Btuh Latent cooling 12000 Btuh Temperature nse 48 °F Total cooling 40000 Btuh Actual air flow 1333 cfm Actual air flow 1333 cfm Air flow factor 0.032 cfm/Btuh Air flow factor 0.065 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.70 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2024-Jul-1 7 2 Page 2 k,ght-Sw4e®Urn Page Universal 2024 2d.0 01 RSU07699 2 nts Vvnghtsoft-+u4 .,- -B�v��r --,,m South.rup Calc=" House Front Faces-N Project Summary Job 7 Bishop Dive s«nn Second Floor Nib2024 By M Mi ��,ke Flicks Energy Efficiency Consultants Ran 7 Bishop Dri"e South PO Box tih -,:r Cerro'. 'i y395 Emil MH,cks EECQG,�,i cum For 7 Bishop Drive South,Rye Brook,NY 10573 tiOIP� Design Information Weather: White Plains Westchester Co A,NY,US Winter Design Conditions Summer Design Conditions Outside db 8 °F Outside db 95 °F Inside db 72 °F Inside db 75 °F Design TD 64 °F Design TD 20 °F Daily range M Relative humidity 50 % Ventilation Method ASHRAE 62.2-2016 Moisture difference 55 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 16192 Btuh Structure 12600 Btuh Duds(R-4 0, 7943 Btuh Ducts(R 4.0) 3380 Btuh Central vent i78 cfm 1 5472 Btuh Central vent(78 cfin) 1668 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping Equipment load 29607 Btuh Use manufacturer's data n Rate/swing multiplier 100 Infiltration Equipment sensible load 17578 Btuh Method Simplified Latent CoolingEquipment Construction quality Average q pment Load Sizing Fireplaces 1 (Average) Structure 2285 Btuh Ducts 1455 Btuh Central vent(78 cfin) 2887 Btuh Area(ttz) Heating ling Cooling Outside air 6666 66 Equipment latent load 6627 Btuh Volume(ft-1) 11611 11611 Air changes/hout 0.39 0.18 Equipment Total Load(Sen+Lat) 24204 Btuh Equiv.AVF(cft), 75 35 Req.total capacity at 0.73 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R921V0403A17M4S Cond RA14AZ30AJlN AHRI ref 212396025 Coil RCFZ3621STANM AHRI ref 212396025 Efficiency 92AFUE Efficiency 11.7 EER2,14 3 SEER2 Heating input 42000 Btuh Sensible cooling 20732 Btuh Heating output 41000 Btuh Latent cooling 7668 Btuh Temperature nse 40 °F Total cooling 28400 Btuh Actual air flow 947 cfm Actual air flow 947 cim Air flow factor 0.039 cfrn/Btuh Air flow factor 0 059 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.73 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrl�h�sof• Wight-SwOe®;Universa1202424.0.01 RSW 2024-Jul-I 21:58.447699 Page3 nts`.WrightsuR-VS ,; '6�v,::t._)rive South rup Caic=M18 House Front faces:N Right-J® Worksheet Job 7 Ekshop Drive South e rn Entire House Date Jul 17,2024 corruluru, �y Wke Hicks Energy Efficiency Consultants Ptan 7 Ekshop Drive south POSOX661 Pon,lervis N�`, o,. -.r _71-6385 Email MHicks EEC@Gmailcnm 1 Roorr•lame Entire House - t1 Fl 2 bvoseo wall ax 4530 ft ft 3 Room height 4 Room dimensions 8 d ft d 8 5 ft c 5 Room area 35713 R' 1366 0 1p TY Consrixlior It value Or HTM Area (1111) Load Area (fF Load number BIIvR-Fr (Btutvft') or perimeter (ft) (Bhh) or penmek. #. (BUh) Heat cod Gross N1P/S Heat cool Gross NPIS Heat "ODI 6 12F-09h 0 065 n 418 1.38 560 433 1811 600 349 293 1184 392 2 9kwV.a out 0.300 n 1929 931 106 0 2040 985 65 0 1259 608 11 DO 0 390 n 2508 12.67 21 21 527 266 0 0 0 0 W' 15B11-Owc 0ON n 607 144 369 369 2238 530 0 0 0 0 it �y 12F-Ow OD65 a 418 1.38 599 531 2220 735 298 2 1129 374 L-6 2 gaarg dr ouk 0.300 a 1929 2929 68 0 1309 1988 27 0 528 802 W 15811-Owc 2 0 099 e 604 141 302 274 1652 385 0 0 0 0 ---G 2 fin,dr nu 0 300 e 1929 2929 28 0 535 813 0 0 0 0 12F-0ew 0 065 s 4 18 138 727 534 2232 739 349 275 1148 380 1 D-c2o%d 0 300 s 1929 16 85 42 0 810 708 0 0 0 0 2 9karV,dr auk 0.300 s 1929 1685 150 0 2901 2534 74 0 1425 1245 W 15811-Owc 2 0 099 5 607 1 44 369 369 2238 530 0 0 0 12F-096 0065 w 418 138 487 443 1852 613 298 1 4 1062 352 2 glamq dr at* 0 300 w 1929 2929 44 0 839 1274 44 0 839 1274 c 15Bll Ow(-) 0099 w 604 141 302 274 1655 386 0 0 0 2glaang Grout 0300 w 1929 2929 27 0 528 802 0 1 0 0 12F-0sw 0065 - 418 0.90 288 271 1131 244 0 0 0 0 11DO 0.390 n 2508 1267 18 18 439 222 0 0 0 0 16B-30ad 0 032 2 D6 1 79 17 17 35 31 0 0 O C ArcaeArrlO_awha I 0020 129 1.12 1381 1381 1776 1547 1366I 1386 1757 1530 F 19A 30t ew p 0 034 1 83 056 26 26 47 14 0 0 0 0 F 19A-30bwp I 0 034 1.83 0.56 10 10 18 6 10 10 18 6 --lop-30, 0035 225 0561 259 259 583 145 259 "9 583 145 F 21A-201 0 027 174 0 00 1104 1104 1916 0 0 0 0 0 6 c1AED erwrson _ 0 0 Er>relope IoWga" 31332 16097 10932 7107 12 a1 h6ltaton 14208 2006 5261 743 b1 Room ventiatur 6972 0 0 0 13 Inlemai gams �yan� 230 2530 1150 11000 360000 Ibblal,tines n to I 1 52512 31633 16192 12600 Less eMernallow 0 0 0 0 L tanslw 0 0 0 0 Redrsinbution 0 0 0 D 114 Slblotal 52512 31633 16192 12600 1h Dualoads 25°I0 16 ro 12955 5011 49% '7% 7943 3380 Total room load 65468 36643 24135 15980 Air repaired(ari) 2280 2280 947 947 Calculations approved byACCA to meet all requirements of Manual J 8th Ed wrlp"t scsft 2024Jul172159.10 kght-Sw1eQ9 Universal 2024 24.0 01 RS W - - 7699 Pagel nLs�Wrightsoft�+W .iK 'P�v��:1nve South rup Calc=MJ8 House Front faces N Right-J®Worksheet Job 7 Ekshop Drive s«m1 Entire House Date Jul 17,2024 �y: Mike Hicks Energy Efficiency Consultants Pfan 7 81shop Drive South PO Box 661 Purl Jeans N1'- none '4` :71-9385 Email MHidcs EEG@Gmad com 1 Room name Laver Levels - 2 Eposed wail 3010 it 3 Room height 90 t1 d 4 Roon dimensua,� 5 Room,area 2205 3 fF Tv -,ons"J'. rave Or HTM Area (ft) Load Area Load numhei '�;nd1t? F IBtuhAt=1 or perimeter lft) (8tuh) or penmeOF- Heat Cool Gross N1P5 Heat Cool Gross N' Heat ool 6 it 12F-091 0065 n 418 1.38 212 150 627 208 {--C 2glaazing cif rxA 0.300 n 1929 931 41 0 761 377 �D 11D0 0390 n 25.08 12.67 21 21 527 266 W 1581"mfl: 0 099 n 607 144 369 369 2238 530 11 12F-0sv I 0.065 a 418 1.38 302 261 1091 361 2 gMmV.dr out 0 300 a 1929 2929 41 0 781 1186 15B11-Owc: 0099 e 604 141 302 274 1652 385 2glaang d11xA 0300 e 1929 2929 28 0 535 813 12F-Osw 0.065 s 4.18 138 378 260 1085 359 1 D-Qo%d 0.300 s 1929 1685 42 0 810 708 2 glazing,dr out 0.300 s 1929 1685 77 0 1476 1289 W 5811 Owc i 0 099 s 6.07 144 369 369 2238 530 12F-0sn 0 065 w 418 1.38 189 189 790 262 2 glazing di aA 0 300 w 1929 2929 0 0 0 0 15811-O., , 0 099 w 604 141 302 274 1655 386 R 2 glazinll o, +,v 0 300 w 1929 2929 27 0 528 802 244 l--D 1DO I 0.3900 n 25.08 1267 218 71 1439 222 IF- 0 032 2 06 179 17 17 35 31 C AticoWing aWtw I 0.020 1.29 1.12 15 15 19 17 F 19A-30hsv r 0 034 1 33 056 26 26 47 14 F 19A-30bewp 0.034 1.83 O.56 0 0 0 0 F 20P 30, 0 035 225 0 56 0 0 0 0 F 21A-201 0027 - 1 74 000 1104 1104 1916 0 I 6 c1AED e)cursbn p -- Envekw lossgau 20400 8990 12 a1 kAWabon 8948 1263 - L) Rrlonl rerrolaMx' 6972 0 13 Inlerrlai gains ')CCL4 ts@ 230 13W Apphanoesbfler 7400 Subtotal(lines ti it,1i 36320 19033 -- L ess external loan 0 0 LessRanstel 0 0 ReAsiritxAon 0 0 14 Slbbfal 363201 19033 15 Duc7loads j 14% 9% 50131 1631 Total room bad 41333 206fi3 - t Air reglArerl An, 1333 1333 alculations approved byACCA to meet all requirements of Manual J 8th Ed, rk wrfpl *soft 2024-Jui-1-215910 kignt-Sw Page te®Universal 202424.001 RSU07699 2 Page 2 n61W1'ghtsotl-lAra w - ,. +,re South rup Calc=MJ8 House Front races N Job: 7 Eksh Drive South � Right-J8® Form J1 °P Entire House Date Jul 17.2024 C orrulnrw Mtke Hicks Energy Efficiency Consultants %r1 7 Bishop Drive s«m, PO Box661 Port Jervis.NY -4` :11-9385 Email M"cksEEC@Gmadoom 1 Name of Roan Enbre House Second Floor 2 Running Feet ofFvose1 '.an 4530 ft 1520 ft t r:.eilingHI(Pt)arxf a"s mArrn ,1F 88 ft 106314 fF 39185 fF 4 Room Dimens *'J I v;,:- oui,mr Area ISgFO 3571.3 fF 136&0 fF 5 CerhngSlopelDeg,arw +rxT%CoiifVArealSgFtl 0 35713 IF 13660 F Type of Consl Panel HTM Area or Bluh Aea(x Btuh biloosure Nu na F a es Lerlglh Length Hie Clg Heating S-Clg L-Clg �+eaang S-Clg L-Clg 6 I�lell 12F k)s. n 4.18 1.38 560 1811 600 340 1184 392 GW 2 0Lmv dr aR n 19.29 9.31 106 2040 985 05 1259 608 11DO n 25.08 12.67 21 527 266 0 0 0 Wall 1*111hvc! 607 144 369 2238 530 0 0 0 11 12F-00* a 4.18 138 599 2220 735 2M 1129 374 2 gi&wV dr ort a 1929 2929 68 1309 1988 27 528 802 Vjl all 15H t 1 p yG 2 P. 6.04 141 302 1652 385 0 0 0 --1;tar ;glaring dr,x a P. 1929 2929 28 535 813 0 0 0 1�IaM 12F-OVA s 4.18 1.38 727 2232 739 349 1148 380 1 D-Qa s 19.29 16.85 42 810 708 0 0 0 2glsan0.drour s 1929 16.85 150 2901 2534 74 1425 1245 Wall 5R11 Owc 5 6.07 144 369 2238 530 C 0 0 Wall 2F-Ow. A 4.18 138 487 1852 613 296 1062 352 L__43 az 2 glaang dr ak w 1929 2929 44 839 1274 44 839 1274 yyall 15H t 1 ilwo, 604 1 41 302 1655 386 0 0 I—y laz glace dr r r w 1929 2929 27 528 802 0 0 0 ylal 12F-0s, I 4.18 0.90 288 1131 244 0 0 0 r—Door 11DO n 2508 12.67 18 439 222 0 0 0 Cell 'hh Nk41 206 179 17 35 31 t, 0 0 Coil Abcoelrrfg•mche 129 1.12 1381 1T76 1547 13M 1757 1530 Flor 19A i0bsap 1.83 056 26 47 14 0 0 0 Flor IQk3MOwp 1.83 0.56 10 18 6 10 18 6 Fla 21-lr u*, 225 056 259 583 145 250 583 145 Flor 121 A 201 1.74 000 1104 1916 0 0 0 0 Inhllrabon Hea8r,g Lead E") J 41 1.120ct 5261 Efled WAR WAR 12 SenSrorLoanl 8W1 ACH 100 2006 100 743 J 19 alw .)ad,RUi l 3471 1285 Internal 1131 rniparm,9230and200Btuh 2530 2200 1150 1000 t) VW,am) ,,onber 0 0 13 C I �mAa,,stments d ..jst)ni A401anoes 11000 0 3600 0 e "arm 0 0 14 Sublmis Sun pries 6 through 12 52512 31633 5671 16192 12600 2285 Dud F H 1 i A E Sr•r 0 397 0 268 12955 5011 7943 3380 15 Loads Fr 3825 1455 16 ventilation Loads wnfCrn 1 290 E Cfn1 290 i222 4030 6975 5472 1668 2887 17 WlnlerHu idlficabont,a, Gal/Day 0 0 0 18 Pit rig Load 0 0 19 Blower Heat 0 0 20 AED Elcurson&Lafer11 Mesa"Migaron Load 0 21 Taal Land Sum lines 13 through 19 78G89 40674 9496 29607 17648 6627 Calculations approved byACCA to meet all requirements of Manual J 8th Ed w�bw Vs,-sn 2024-Jul-17 21 59 10 Right-Sude®Universal 202424.001RS1107699 Page Page 1 ntwWrightsoh�V. .ec 'Eiv,,•u:love SouMlrup Calc=MJS House Front faces N F qb Right-J8® Form J1 Job: 7 Ekshop Drive South h:Rk,.r.n Date Ju117.2024 Entire House Mrke Flecks Energy Efficiency Consultants Pan: 7 Bishop Drive Saito PO Box 661 Port Jervis.Nr Tone 44`' _71 9385 Email MI-licks EEG@Gmail wm 1 Name of Room Lower Levels Rurkknt;�eetoffiG—' 3010 ft 3 Ce➢npHtiFtlarxt . :.�,Alrn x1F1 90 ft 67235 ft' 4 RoombimensonsiF: aic,. (>t ^miAiea(SgFt) 22053 ft' 5 Ceiling Slope(Deg a.t .i,ss L,eronu Area(SgFt) 0 2205 3 fF Type of �ony Panel HTM Arai or Btuh Area or Btuh E,rpos re NLmnei Faoes Length Length Hig Clg Heating S-Clg L-Clg Healrig S-Clg L-Clg 6 #all dr door -0sn n 4.18 1.3 2 t 2 208 2 91sarlg.az 2 gl our n 1929. 9.31 781 41 781 377 11D0 n 25.08 1267 21 527 266 "at '`•Ei 1' M c 2 in 607 144 369 2238 530 1 1 WON 12F-0sw a 4.18 1.38 302 1091 361 2gtaartg drair a 1929 2929 41 781 1186 Wall =•H" :mr— e 604 141 30'' 1652 385 Glaz gia.mg di ,n e 1929 2929 28 535 813 12F-0" s 4.18 1.38 378 1085 359 1 D-c2ovd s 1929 16.85 42 810 708 az 2^ang drolk s 19.29 16-85 77 1476 1289 *at i`•Hl'fmG s 607 144 369 2238 530 wall 1211`-0a. w 4.18 138 189 790 262 I�,laz 2 glaarg dr out I w 1929 2929 0 0 0 all h+ M o. 604 141 302 1655 386 244 1q/ 4az .g&Llrki di -,1 1929 2929 27 528 802 �Doa t DO n 25 08 10267 90 218 11318 439 222 Cell Flor 199AA1 a 183 19 17 I C 56 26 47 14 Fla 19430bevp I I 1.83 056 0 0 0 Fi,-A X1F uti 225 056 0 0 0 F for 21 A-201 - 1.74 000 1104 1916 0 In➢ttra➢cki Healli Loan AM 041 8948 Effect WAR Ser151bir Lo&: bfuhi ACH 100 126;1 0 19 LalenlLoadi HIP i 21M Internal a rza4,ants at 230 and 200 Biuh 1380 1200 n "(z'r4"1n0'�i unber 9 13 c .tatrltAqustnerlts 'I ..asi nlAptriaiwes 7400 0 a •"arm 0 14 SuMtaia Sum hnes6 through 12 36320 19033 3386 Dud E Hi i 5 0138 0 086 5013 1631 15 Loads Eir 2370 16 venriabon Loads lf'1it cfm 290 E Cfm 290 77-90 2362 4088 17 Winter HumidifnAonLua.: Gai/Day 0 0 18 Piping Lead 0 19 Blower Heat 0 20 AED E,mxson&Latent to msture M,va➢on Load 0 21 Total Load Sum Tines 13 through 1,-, dL 063 23026 9844 t;alculabons approved byACCA to meet all requirements of Manual J 8th Ed. 59*10 Right-Suite6 Universal 202424.001 RSU07699 2024-Jul-172 Page 2 Aftk Page 2 nsiWrigh6ofl HMh .K 'Ris—o Dive South rup Calt=MJ8 House Front haves N N saoel woj:j asnoH qM=oleD dnj 4LnoS aAtjC da,s,g, w' V%-4C'146iyy„slu Ndocv L Gftd 669LOnSb LO 0 VZ 17ZOZ 1 n VA SI46% es�anw m uOs��JM L L:BS4Z L l-PY`YZOZ 08ZZ 08ZZ £b99E 89699 TLSE ='r' L66 L66 0869T 9£T6-- 99ET =T3 1: Z6T 38 SEZE 08TZ T9T - 6ST S8T 909Z EZL4 961 BT 6E 80E L66 BS T6T 96T ZBEZ .:ZLE 89T LS T9 b96 ZEST 60" LT 9E 6LZ L96 96 BS 6L 986 6L9T VTT OL 36 08TT LS6Z 8L 6EZ ZZZ T60b 8999 88Z EEET FEET E990Z £E£T1- SOZE Z 3 K TLT 8T TT 9Z OLT 808 E6 Z ZET 9Z 9606 8Z 9L E6 OLTT E68Z 8ZZ z- TOT ZL 09ST 6EZ17 OTT =-- 6bZ 6TT 8BLE 969E ObZ E8 6S 08ZT 6E8T 80Z STZ KT LZEE L V T 6 6ZZ �TTwp3 68 L9 bOET 080Z 66 a me-I 68 99 EOET EZOZ b8 T`":,� TT 09- 6LT 696V 6S 'z'-=`-'8 6T ES 06Z 8Z91 6S 9TZ OLT EKE 8LZS 806 ZLT SZT T99Z EL8E 603 aCDlpag ST TS ZEZ 96ST Z6T - IawasPa wP wP 4n10 4n18 r8 3AV2D AAVS)H I'Lx'l L) pue • ' • 3'0 6 6T'0 E 0 8 6 T'i 60 T6'0 E086- 3'0 - 8T'0 TT9TT : SL 6£'0 TT9TT - 3'0 OZ'O Z6T6T - : 8ZT 714'0 -6T8T --- zaMC-: -4,'4n38 UAP c4 :4Lin18 Uip JJ [V 11 IAV IDV aullip\ 1\I I I AAV 1 IDV aultl h ll\VN INO / &Wco SWH AiewwnS • w-11-90033 s)PIHW-11-3 S8£6-L L 7 swan 00d L99 xOS Od s;uElInsuoo Aouaioig� j A6jau3 43noS�!�do4S�g c u�b wegrwuo') S131H alln AG 7ZOZ'LL of ;•a lioda�J fuewwnS auozi}Inw peon 4IMS-ua do4SIS 1 401' ` r3�e J 1 Form -Worksheet A Joe 7 Bishop Drive Scutt, Efflic- Dal 17,2024 ie7�" Entire House Darr AA Mike Flicks Conawtallf Plan 7 Bishop Drive South Energy Efficiency Consultants POBM661 Port Jeans N' J- 171-9385 Email:M"cks EEC@Gmadcom Supporting Detail Project Name. JK_7 Bishop Drive South Date: Jul 17,2024 Address. 7 Bishop Drive South,Rye Brook,NY 10573 Phone Job ID: 7 Bishop Drive South Worksheet A Location and Design Conditions Weather Location White Plains Westchester Co A,NY,US Elevation= 397 Latitude= 41 Indoor Conditions,Heating. DB= 72 °F RH= 30 % Indoor Conditions,Cooling: DB= 75 F RH= 50 % Table 1 Conditions 99%DB= 8 °F 1%DB= 95 °F Grains Difference= 55 gdlb Deily Range= M Design Temperature Differences HTD= 64 F CTD= 20 °F Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 41- wrrghtsioR 2024 iut n zPag:11 W le®ght•SuiUniversa1202424.001 RSlA78gg Page 1 nis Wnghtsofl NWh .fK 'Bisnuo Drive South.rup Calc=NUO House Front faoss.N Level 2 i WIC M Bath Bath 4 Master Bed Bed 4 Fla I I Bed 2 Bath Bed 3 Job#:7 Btshop Drnre South Energy Efficiency Consultants Scale:1 :70 m Perfored by Mice Hicks for. pag?1 7 Bshop Onve South PO Box661 ROt&m&U"mSd2V4 Port Jervs.NY 12771 2 OW RSD07899 Rye Brook NY 10573 Phone.845-271-9385 2021.hE17215855 Wicks EEC@Gmai.com 4\Ac,uX 7BshcpDrneSahrup Level 1 Family Room Dinette Kc_ Powder Pantry Mud Foyer der Garage Job#:7 Bishop Dnve South Energy Efficiency Consultants Scale:1 :70 Performed by Mice Hicks for. Paget PO Box661 Rot&&OUrwasAX24 7 Bshop Dme South Port Jervs.W 12771 24001RSU07699 Rye Brook Mi 10573 2024.k417215856 kM-hc;ks EEC@Gmai.com Phone 85 14VaCUK_7BstcpDrveSahrup Basement Bedroom Rec Room Bathroom Storage Basement Hall Laundry Utility Job#:7 Bishop Dryw South Energy Efficiency Consultants Scale:1 :70 Performed by Mike Hicks for. Pay3 7 Bishop Drive South PO Box 661 RcJtSl �� Port Jervs.NY 12771 Rye Brook NY 10573 Phone 845-271-9385 2M44S17215855 A\A UX 7BshpDrneSahrup fvN-Gc k s-E E C@ G ma7.c om Manual S Compliance Report Jab 7 Bishop Dive South FnerR Dow JW 17,2024 EkTicien`� Lower Levels W Mike Hicks Con•ulla , Energy Efficiency Consultants plan 7 Bishop Drive South PO Box 881 Port Jervis M 1, 719385 Email MWcks EEC4Gmatl mm Project Information For 7 Bishop Drive South,Rye Brook,NY 10573 Cooling • • Design Conditions Outdoor design DB 94 6'17 Sensible gain: 23026 Btuh Entering coil DB: 77.0°F Outdoor design WB 78 0'F Latent gain: 9844 Btuh Entering coil WB: 64.4°F Indoor design DB 750 F Total gain: 32870 Btuh Indoor RH 5011io Estimated airflow: 1333 cfm Manufacturer's Performance Data at Actual Design Conditions Equlpmenttype SpIRAC Manufacturer Rheem Model: RA14AZ42AJ1N+RCFZ4821STAAM Actual airflow 1333 cfm Sensible capacity 28000 Btuh 122%of load Latent capacity 12000 Btuh 122%of load Total capacity 40000 Btuh 122%of load SHR: 70% Heating Equipment Design Conditions Outdoor design D6 7 F Heat loss: 49083 Btuh Entenng coil DB: 65.5°F Indoor design DB 72 0 F Manufacturer's Performance Data at Actual Design Conditions Egwpmenttype Gas furnace Manufacturer Rheem Model: R921V0705A21M4S Actual airflow 1333 cfm Output capaaty 69000 Btuh 141%of load Temp nse: 50 °F 2024-Jul-t'21 58 44 Wr�hiiOf[ FBghl-Suite8 Universal 202424.001 RSU07699 Page 1 UnveSoulh.rup Calc=MJ8 HouseFronlfaces. N Manual S Compliance Report Job 7 Bishop Drive South DIM JiI 17,2024 Second Floor By Mike Hicks Plan 7 Bishop Drive South Energy Efficiency Consultants .71 9365 Email MWd.s EEC@Gmad carom Project Information For 7 Bishop Drive South,Rye Brook,NY 10573 Cooling Equipment Design Conditions Outdoor design DB 94 6'F Sensible gain: 17648 Btuh Erf ring coil DB: 77.0°F Outdoor design WB 78 0'F Latent gain: 6627 Btuh Entering coil WB: 64.3°F Indoor design DB 750 F Total gain: 24275 Btuh Indoor RH 50% Estimated airflow: 947 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type SpIitAC Manufacturer Rheem Model: RA14AZ30AJ1 N+RCFZ3621 STANM Actual airflow 947 clrn Sensible capacity 20732 Btuh 117%of load Latent capacity 7668 Btuh 116%of load Total capacity 28400 Btuh 117%of load SHR: 73% Heating Equipment Design Conditions Outdoor design DB ' 7 F Heat loss: 29607 Btuh Entering coil DB: 66.3°F Indoor design DB 720 F Manufacturer's Performance Data at Actual Design Conditions Equipment type Gas furnace Manufacturer Rheem Model: R921V0403A17M4S Actual airflow 947 cfm Output capacity 41000 Btuh 138%of load Temp rise: 50 °F Wrr'yh�sotR 2024-Jul-17 21.56:44 i,,,ht-Suited universal 202424.001 RSU07699 Page /�"•� nesvvngMs,tt—A • e—.+jrive South rup Calc=MJ6 House Front faces.N PUMS CERTIFIED www.ahridirectory.org Certificate of Product Ratings AHRI Certified Reference Number 212280250 Date:07-17-2024 Model Status:Active AHRI Type RCU-A�.B(Spin System:Air-Cooled Condensing Unit,Coil with Blower) Series CLASSIC SERIES Outdoor Unit Brand Ndnre RHEEM Outdoor Unit Model Number (Condenser or Single Package) RA14AZ42AJ1 N Indoor Unit Model Number iEvaporator and/or Air Handler):RCFZ4821STAAM Furnace Model Numtwr R9/t V0705A21 M4S Region Aii,AK.AL AR,AZ,CA,CO,CT,DC,DE,FL,GA,HI,ID,IL,IA, IN,KS,KY,LA.MA.MD,ME,MI.MN MO,MS,MT,NC.ND,NE, NH NJ NM NV,NY,OH,OK,OR,PA.RI,SC,SD,TN,TX,UT,VA,VT,WA,WV,WI,WY,U.S.Twritorles) Region Note anudry 1 2023,efficiency standards increased for central air conditioners.Beginning January 1 2023.central air u-ditronrers can only be installed in region(s)for which they meet the new regional efficiency requirements The manufacturer of,hRHEEM product Is responsible for the rating of this system combination. Rated as follows m d(A ordant a with the latest edition of AHRI 2101240-2023,Performance Rating of Unitary Air-Conditioning&Air-Source Heat Pump Equipment and.trblect to rating accuracy by AHRI-sponsored,independent,third party testing: Cooling Capacity(A� .rq-Single or High Stage(95F),btuh 40000 SEER2. 15.20 EER2(AFoll)-Single or High Stage(95F):12.00 ?"Active'Model Status dr.-muse^at an AHRI Certification Program Participant is currently producing AND selling or offering for sale.OR new models that are being marketed but are (t yet be Q produced?Production Stopped?Model Status are those that an AHRI Certification Program Participant s )o longer producing BUT is still selling or onannu rot saiN Ratings that ate accompa,ued by AAS indicate an involuntary re-rate. The new published rating is shown along with the previous(i.e.WAbi rating. The Department of Energy'.da pobashed updated energy efficiency metrics for central air conditioners and heat pumps This publication reflects both the 1967 metric iSEER)and me 21).,,-netr,, SEER2) Efficiency requirements are published at 10 C F R 430 32(c) Please refer to www.AHRlnel org for more information about updated ene,av-" DISCLAIMER AHRI does nor endorse tnr products,listed on this Certificate and makes no representations.warranties or guarantees as to,and assu„ws lio responsibility for, the productlsi listed on this Certificate AHRI expressly disclaims all liability for damages of any kind arising out of the use or performan,a of the product(s)•or the unauthorized alteration of data listed un this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahridifectory.org TERMS AND CONDITIONS As "12, This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual.personal and confidential reference pui{uses The contents of this Certificate may not,in whole or in part,be reproduced:copied.disseminated: .■ `' entered into a compute,database or otherwise utilized.in any form or manner or by any means,except for the user's individual. rso personal and confidendai reference AIR CONDITIONING,HEATING. CERTIFICATE VERIFICATION A REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahridirectory org.click on`Verify Certificate-link Hake life 6ette and enter the AHRI Certified Refe,ence Number and the date on which the certificate was issued. which is listed above and the Certificate No..which is listed at bottom right. (02024Air-Conditioning. Heating, and Refrigeration Institute CERTIFICATE NO.: 13365741094 W 4591 CERTIFIED www.ahridirectory.org Certificate of Product Ratings AHRI Certified Referf-iwe Number.212396025 Date:07-17-2024 Model Status:Active AHRI Type RCU-A 1.B(Split System:Air-Cooled Condensing Unit,Coil with Blower) Series CLASSIC SERIES Outdoor Unit Brand Name RHEEM Outdoor Unit Model Number (Condenser or Single Package):RA14AZ30AJ1 N Indoor Unit Model Number(Evaporator and/or Air Handler):RCFZ3621STANM Furnace Model Numrwr R921 V0403A17M4S Region All(AK.AL AR.AZ,CA,CO,CT,DC,DE. FL,GA, HI,ID, IL.IA, IN,KS,KY,LA,MA,MD,ME,MI,MN MO,MS,MT, NC,ND,NE. NH NJ NM NV, NY,OH,OK,OR,PA,RI,SC,SD,TN,TX,UT,VA,VT.WA,WV,WI,WY,U.S.Terrrtones) Region Note i .lanuary 1 2023.efficiency standards increased for central air conditioners.Beginning January I 13 central air ui idiliot-rs can only be installed in region(s)for which they meet the new regional efficiency requirt- t its The manufacturer of flits RHEEM product is responsible for the rating of this system combination. Rated as follows in act urdani-e with the latest edition of AHRI 210/240-2023,Performance Rating of Unitary Air-CondrticKung 8 Air-Source Heat Pump Equipment and Sublect to rating accuracy by AHRI-sponsored,independent,third party testing: Cooling Capaicity W eq-Single or High Stage(95F),btuh:28400 SEER2 1430 EER2(AFA- Single or High Stage(95F) :11.70 ?"Active' Model Status air those r at an AHRI Certification Program Participant is currently producing AND selling or offering for sale,OR new models that are being marketed but are rcol vei be,,q produced?Production Stopped?Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offer it for saw Ratings that are accomua tier by WAS indicate an involuntary re-rate The new published rating is shown along with the previous(i.e.Vil ating The Department of Eneryv nab published updated energy efficiency metrics for central air conditioners and heat pumps.This publication reflects both the 1987 metric(SEER)and the 202,i nets, SEER2) Efficiency requirements are published at 10 C F R 430 32(c).Please refer to www AHRlnel ory for more information about updated enerqv enn iewwv mettics DISCLAIMER AHRI does not endorse itie p,odu.t.si listed on this Certificate and makes no representations,warranties or guarantees as to,and assunws no responsibility for, the productrsi listed on this Certificate AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteratior or iata listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahridlrectory.org TERMS AND CONDITIONS itE� � This Certificate and its contents ate proprietary products of AHRI.This Certificate shall only be used for individual,personal and confidential reference purposes Ine contents of this Certificate may not.in whole or in part.be reproduced;copied:disseminated; entered into a compute,,latabase o,otherwise utilized in any form or manner or by any means.except for the user's individual. personal and confidentia reference AIR CONDITIONING,HEATING. CERTIFICATE VERIFICATION •REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahridirectory.org,click on-Verity Certificate-link make life bette, and enter the AHRI Certified Refe,ence Number and the date on which the certificate was issued, which is listed above ano•pie Cernficate No.which is listed at bottom right. U2024Air-Conditioning. Heating,and Refrigeration Institute CERTIFICATE NO.: 133657410750744684 l 1 SOHO SprayFoam 7 n.S7tA-6LHC>V . SONO SPRAY FOAM INSULATION DATE: 8/15/24 Certificate Letter207O 10 Devon Ave,Norwalk,CT 06850 Name: Vito Contact Number 914-462-2557 Contact:Jairo Urena Address: 7 Bishop dr Phone: 203-818-0978 Rye Brook rrEM DESCPMMON R VALUE OPEN CELL APPLY OC SPF IN 1st AND 2nd FL EXTERIOR WALLS R21 OPEN CELL APPLY OC SPF IN 1st AND 2nd FL RINS JOIST R21 CLOSED CELL APPLY CC SPF IN BASEMENT EXTERIOR WALLS R21 CLOSED CELL APPLY CC SPF IN BASEMENT RIMS JOIST R21 OPEN CELL APPLY OC SPF IN CEILING RAFTERS R49 Prep and clean all work Area PREP F � ��I � 1$ 2024 DD VILLAGE OF RYE BROOK BUILDING DEPARTMENT ■ ■ Jason Mann ECN William Besharat I--I O M P BPI Certified Professionals jasonmann@ecntesting.com PERFORMANCE 914.557.1879 & T E ST I N C? ecntesting.com Client Name: JVG Estates LLC Property 7 Bishop Dr South Address: Rye Brook, NY 10573 _ Phone #: 914-462-2557 Email: I Vitodimatteo4@gmaii.com Blower Door Test (_Infiltration Evaluation) Pre-test Baseline Date: 1/21/25 Pressure: -2.1 Pa Fan Model: Model 3 CFM @ 50Pa: 1,398 Serial Number: 540 MAX CFM @ 50Pa: 1,467.1 Home Volume: 29,342cuft ACHso: 2.85 Sq. Footage: 3,450sgft Inside Temp: 54degrees Max ACHso: 3 Outside Temp: 13degrees Flow Ring Installed: Ring A Time: 9:31am Meet Code: YES Comments: The home meets testing requirements per the 2020 ECCC-NYS section R402.4 with an ACH50 of 2.85. CERTIFIED BPI j PROFESSIONAL 5 ason Mann sm BPI Certified Professional BPI ID #5058959 � .. -IQ� • AUG 142024NiVesle 011lltv ' VILLAGE OF RYE BROOK BUILDING DEPARTMENT George Latimer County Executive Department of Health Sherlita Amler,M.D.,M.S. Commissioner of Health August 7, 2024 Roman Professional Engineering, PLLC 61 Mott Farm Road Tomkins Cove, NY 10986 Attn: Douglas Schmidt, P.E. RE: Log #: 14449-24-DCDA Application for Backflow Prevention Device 7 Bishop Drive South Rye Brook (V) Dear Mr. Schmidt: The plans and specifications for the above project have been reviewed and approved by this office pursuant to the provisions of Chapter 873, Article VII, Section 873.707.1 of the Laws of Westchester and Section 5-1.31, Subpart 5-1, of Part 5 of the New York State Sanitary Code. A Certificate of Approval is attached. Form NYSDOH-1013 is to be utilized as a Request for Completed Works Approval. This form can be downloaded from the following link: h_ttps:Hhealth.westchestergov.com/images/stories/l)dfs/crossconnection doh1013.pdf . NYSDOH- 1013 consists of two parts: (A) the initial test of the device(s) by a certified backflow prevention device tester, and (B) a certification by a Professional Engineer or Registered Architect, licensed and registered in the State of New York that installation is in accordance with the approved plans. The completed NYSDOH-1013 must be sent to our Department within 45 days of installation of the device(s). This form can be emailed to DOH- BFlow@westchestercountyny.gov. Respectfully, Delroy Ta , P. . Assistant Commissioner Bureau of Environmental Quality DT:AS:md cc: Vito DiMatteo, Owner- 7 Bishop LLC Mark Lore, Foreman - Veolia Water New York, Inc. Steven Fews, Building Inspector - Rye Brook (V) File 0 Department of Health 25 Moore Avenue Mount Kisco,New York 10549 Telephone: 1914�813-5000 Fax: (914)813-4691 NEW YORK STATE DEPARTMENT OF HEALTH CERTIFICATE OF APPROVAL FOR BACKFLOW PREVENTION DEVICES This approval is issued under the provisions of 10 NYCRR, Part 5, Section 5-1.31, and Chapter 873, Article VII, Section 873.707.1 of the Laws of Westchester County. Log No. 14449-24-DCDA Facility: 7 Bishop Drive South City, Village, Town: County: Rye Brook V Westchester Owner's Mailing Address: Vito DiMatteo Bishop LLC 5 Bluestone Lane South Salem, NY 10590 Physical Location of Backflow Prevention Device(s): Basement level utility area Description of Device(s): Installation of one (1) 21/z-inch Lead Free Ames Deringer 30 DCDA for fire service Water Supplier: Veolia Water New York, Inc. Name Designated Representative: Mark Lore, Foreman Mailing Address: 2525 Palmer Avenue, New Rochelle, NY Zip: 10801 Conditions of Approval: A. THAT the device(s) shall be installed within 90 days, and that within 45 days of installation the attached New York State Department of Health Form DOH-1013 shall be completed and returned to the water supplier and the Westchester County Department of Health. B. THAT a certified backflow prevention device tester test the above backflow prevention device(s) at least yearly and report the results to the water purveyor indicated above. C. THAT any connection made prior to the backflow prevention device(s) shall render this approval void. D. THAT the proposed works be constructed in conformance with plans and specifications approved this day and any amendments thereto. E. THAT certification that installation of device(s) is in accordance with the approved plans, Form NYSDOH- 1013, Part B, must be completed by a Professional Engineer or Registered Architect, licensed and registered in the State of New York. F. THAT the approved device(s) shall be so set that the test cocks are faced for easy access. G. THAT if facility construction has not commenced within 90 days of the issuance of this Certificate of Approval, then this Certificate shall become null and void unless an extension to the 90-day installation period is secured from the Westchester County Department of Health by the facility owner. Designated Representative ISSUED FOR THE STATE COMMISSIONER OF HEALTH BY: QXL) DATE: August 9, 2024 Delroy Taylor, P.E. Assistant Commissioner ow NEW YORK STATE DEPARTMENT OF HEALTH &&-vo i of Punic WOW Supply Protection Report on Test and Maintenance FTanow SQuare,547 River Street.Room 400 Troy Nee York12160-2216 of Backflow Prevention Device For the year !c9� S Please use a separate form for each device. 541 Initial lest- Complete entire form Annual test-Complete Part A only PuMK Nr.e.,c , U�� r",,//�� ] „�mint No Corrrty E,bck tot - _ 7 Westchester l Location of Device FapliN Name � \S��LI� L�.� \\ Address \S�O �Q\JC. SJ�?Y« ---- _ 00-'c ;C> SiO� `+t : \ S:rrc: 0:.1� cay P! :,p( --7 3 ll Device Manufacturer Type ORPZ Model Size(m inches) Serial Number Information RTT QDCV L_ 1`8o LI it I � ) 1 Check Valve No.t Check Valve No.2 Differential Pressure Relief Line Pressure psi Valve Test Date before Closed ake B Leaked U Opened at psid tight Closed tight o ) ® a S repair Pressure drop across first check valve M D Y psid Describe Repaired by repairs and Name materials used Lic tt Date repaired m m m M D Y Final test Closed tight Closed tight ❑ Opened at psid Date m Pressure drop across first M D Y crtec► valve psid (Mate,Meter Number Meter Reading Type of Service (check one) LA1l:r�1 IQ Domestic Fire ® I12R 1 LFi rr<;v R rks(r,&s Le de6o6nors bypasses outlets before the device connections between the de ce and nt of entry,missing or inadequate a!rgaps etc) f 11JU W E 096ti „1 l e� RS t 1S �rr Rt.�SI L S u2�. . i Ps t Certd.,Abon This device Lond meets • does NOT meet,the requirements of an acre table tamm t d e at the time of testing 1 riereoy ctrbfy the foregoing data to be correct P.WGDeyao ,,,., — ,o I 31 , a�? Print Name Cbrbfied Tesler No Sign- re Expiration Date Props y ++ners(of owne 5 agen)certification that test was performed I _ Pant Naar Title S�ynatwe a one CtndK,ii in that inr tallabon is in accordance with the approved plans (To be completed by the design anyanear sir dichitac(or watat suppli&r) I hertb j Gtnify that this inetaliabon is in au"- dance with Vie approved plans Name Tills Uatb NYS DOH Log 0 License Number Phone( ) ::d fl, d y Representing Ubacntm nunor instdilabon changes Address Crty Slats Zip Signature i140TE Send air wmp,brb V,py to t r d6s a a i P iar rawaswi a va en one COPY o awe ar sir er w i days a •testing device Pl,or,fy owner&rid water sVpribal imrrro4ldy A Oavtq lads lest and japan•G9nrw1 eluUYdiNlaiy GY rri9 a OOF41017(p191) NEW YORK STATE nFrARi Mr Ni(it pit-fu m N.'men of r,rbl-r Wale,Sr•prry rmlrchon Report on Test and Maintenance Flnnigen Sgrmre 5e7 111—[I—i Rnnm enn Tmv N—YnrA,:,ap-:,rn of Backflow Prevention Device Please use a separate form for each device. For ItlKonr ;�- O / Initial 1081- Complete onare NMI Annual lest-Complete Parr A only Public welt•'Supply Account Nn County Block Lol V( IVY 1 Location of Device Facility Name Address Street l.ky / Zi0 Device Manufacturer l Type ORPZ (Model Size(in inches) Serial Number Information r 4c �CV 'h / /Vilr�� 1 3 S 2/Check Valve No.1 Check Valve No Differential Pressure Relief Line Pressure 9G—psi Valve TT Dale Test Leaked �(-�y�}/ y,If Leaked 0f Opened at psid � m m before Closed Iiglight1 V I Closed tight I PT rapalr Pressure drop across first check valve M 0 Y psid Repaired by Describe Name repairs and materials uca used Dale repaired' m M D Y Date Final test Closed light ❑ Closed tight a Opened at psid M D Y Pressure drop across first check valve psid _ Water Meter Number Meter Reading Type of Service�((rJ'�)ck one) V / 3 9 Domestic (`yfife 9 Other Remarks(Describe desciancies bypasses,outlets belwe the device.connections between the device and point of entry,missing or Inadequate akgaps.etc I Certification This device meets. 0 does NOT meet.the requirements of an accept nlalnment device al the lime of testing I hereby certify g i9 ng_d [be correct. /v7 G ( fX7 --f_ 1 rL Print Name Codified Teslor No� -9^• f° E.pkellon Data props w rs(or owners agent)certification that lest was performed- �s�ti N A� TIIIe Signature Telephone Pri (Name r�'W Certification that Installation Is In accordance with the approved plans (To be completed by the design engineer or archdect or wales supplierI 1 hereby certify that this inctallatlon Is in accordance with the approved plans. Tlllo "�to ' e e r Dale L 7 NYS DOH Log a Name w: Ph 1 ��yC 1/I License Number [— ( cam Representing on ). �7 n m d y '— 1 Dscrlbe minor Installation changes I ,,` `! �+ -- Address G City �h L Slat Zip Signature C' nd and r'•1 r- :.w'v one cumptorwf wpy r.a u Inet.mmedialel Il lrrdevice'lallert�rl endlrepaln cannot Immadlalely tse mane Isar wruun to e.rye of n•e tesur,g oc�•ee Notify owrror and wai suppliery DOH-f 01 J(gr91) i4. r 1 ^ nM r '4 20 10 25 lao5 sl 15 BOSHAPT • 1 s -'•,`i ' "'y } �.•?1'. �, E•�1; _..:.ram ..: .;r � + `,}l�': S�• ��4i .. ,r r' R r . r�a.E n,2 �• fix,` xl� i�� ir��t � .. .. �.. .� •r r ,� 1 ��, `mac;',;'. � i:� `h � P • r t':. ! �. •� �±. �r ��'. �- � , =,� ' � : ..• ,�,; r , r s � , �° �, �� . � �:. ��.. -� _,, ,.,�. .,�,, -;� ,:4 >� _ .� .. eb Al N �. 0 Q •. y. r ,i :Y .� ,.,;di '"'�..�•' erC• w�►.�,. ✓,1. �..�ry,y� �y,j T • �.y - -i. - ..._ - ,.� ` `.r •-•RIB .k ?`y��+r�� ti •� rr �1 `, �• f 1 l- '' r _ 47 ki �/� , 1 ( � •tip � 1 DIF t s mac`•-_�.`_�,� , { i y `' ,t p _ rl� ry ,� t r• .'ter f / Y �. -110 ilk Lr , - t `7r x ' ...� Y. + ♦r , .. -- � - � , •� �, � „� f � ,. r ";� /� t . , .. � ric .- r t. 1` l ,I6 f � _ .. � • .jam ��. � � '• , �• � T � �� ` � � \ �' i �;�`,� � .. .S' ' `, r '.�,. �. 1w �.'- ` �. .. .. , � �� i� _ �. �` :..e ti . ,y .t.� i . �� , � ,-, - , X7, T f � 7 0.� � a�- - - S+ 1. ♦ :i ,. , ��r,. ti-. t.•. y x T 1 •�' , ,y 1 i - r 41, �_ � ��j�. •tee r ol OVA As lb. th �, / - yI �''. 'T •,� K'. '•�- �' .•+r�w ool )"/ram AM ./; A � . ....r.. no ..- v4wl" . r +, OP �k r • wl1qp \�I _ f 1 t ;�� "��.�.•' .Syr 1 � .ti en w t.ii rl T .. L '_ .. .f � yYt'. - -J' .. ..-_ - i J�� , '� j',.�-. � 1 i.� �r j � ��/�~ /'is. i �� / 7 . M1 i.. ` .. y ` )r ��L.'tip' �.. �, ,Ryles �i � M Y..��. 4 .', t _- �„�t � �} �� . 0 - � �r �� .'Ci• mil! �1►' � �tir'"1•r � ,,. ��yy I j wit: •.N' d i '� r - ', •. J.wry __. .., +-r` J ` e r,,.,, �.'fir `�•�t, � ,� r��+�� •�, � '.! � - . y . � J ✓ Y �v/V+, •.. �i .Building Permit Check List&Zoning Analysis n _ Address: / r 1 Y SBL• 1 ' A �� I 5 Zone: - 15I Tice: Const Type: Other: Submittal Date: Revisions Submittal Dates: Applicant: _ ` c Nature of Wont: l '� U �1 1 l �SJ 1 Q_(Y_S— Reviews•ZBA: s-4 PB: BOT• Other. OK NEED (I?FEFS Filing: _BP: \ `l J CO: Flood Plane: Legalization: (4"�LPP: Dated: Notarized SBL Thus 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. ( ) ( SURVEY:Dated Current ArchivaL• Sealed: Unacceptable: ( ) �PLANS:DatetStamped Sealed Copies Electronic Other. Workers Con CODE 753#/:��n l O'V�C. �-q1—O0 Waiver. —O N/A:(� � to / a1-! (� ( ) 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 Peamia N/A: Other. H.V.A.C.: Plans: Permit: N/A: Other. ( ) ( ) FUEL TANK:Plans: Perms Fuel Type: Other. 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 O S,a 1 1, (p�-ARB mtg.date: r approval• - I -2 notes: (�mtg..date: approval• notes .rn��oaa'1..�.�P�vaL• �1 no - f'I 1 — w� REQUIRED EXISTING PROPOSED NOTES Ana Circle: F �CAPPROVED — Front: %AD ill) Front: Sides: ��.� ? ( Rear. O Main Cor. S, o Accs.Cov — —S(. - Fc H Sb: Sd.H Sb: O� QFA. v Tor.LW: 4 5 Ft.ImD: ° 3Z, ol_ Height/Storicc: �' b• L U � no X_0 c Nk�e c Ck U n CLIRLZIJ qju!�:] Residential Building Permit Fee Work Sheet Permit#• Date Issued: SBI- 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 Permit 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= $ IA Fl.= sq. ft.x$300.00= $ x$I8.00/$I,000.00= $ 2"d H.= sq.E x$300.00= $ x$I8.00/$I,000.00= $ 3rd Fl. = sq. ft.x $300.00= $ x$I8.00/$I,000.00= $ 4,1 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 = $ °�.--.-......tom........» Date: Signed: ED BUILD NG DEPAR MENT E C E� v VILOF RYE A OOK 2 APR - 1 2024 938 KING�JET RYE BROOD,NY 10573')939-0�6b j VILLAGE OFRYE BROOK rvebroo BUILDING DEPARTMENT *********************************************************************************************************** ARCHITECTURAL REVIEW BOARD CHECK LIST FOR APPLICANTS This form must be completed and signed by the applicant of record and a copy shall be submitted to the Building Department prior to attending the ARB meeting. Applicants failing to submit a copy of this check list will be removed from the ARB agenda. Job Address::Z -Bl IO(� ( �,� .) Date of u is o Parcel ID#: ISO.—I1— — Zone: ) Proposed Improvement(Describe in detail): APPLICANT CHECK LIST: MUST BE COMPLETED BY THE APPLICANT The following items must be submitted to the Building 1 Department by the applicant-no exceptions. Property Owner: , -jldw LL 1. (✓) Completed Application r— v 2. ( vf Two (2) sets of sealed plans. (one full size (maximum Address: EI�.S�'T LoIi)e, LQ� ,N .\. allowable plan size=36"x 42"1 and one 1 l"xI7") Phone# q(y— 10�Rc) 3. ( 4Two(2)copies of the property survey. 4. (0 Two(2)copies of the proposed site plan. Applicant appearing before the Board: 5. (,4One electronic/disc copy of the complete V L;0 application materials. 6. (✓) Filing Fee. Address: + (' 7. (X)Any supporting documentation. Phone# 1 lit g• (X) HOA approval letter. (if applicable) 9. ( Photographs. Architect/Engineer: �( e 10.( Samples of finishes/color chart. (a sample board or —7'1 I model may be presented the night of the meeting) Phone# - 1`- -7 • S�� 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 Z�S1� I Sworn to before me this day of f l", 20 2— day of � , 20 'Z-7 Signature of Property Owner Sigii6ture of Applicant 1117'�) aM� Print Name of Property Owner Pri N me of Applicant ` Not ublic No P blic Gina M Buttacavoli III Gina M Buttacavoli Notary Public, State of New York Notary Public, State of New York Reg. No. 01 B00003080 Reg. No. 01 B00003080 Qualified in Westchester County Qualified in Westchester County Commission Expires March 20, 2027 Commission Expires March 20, 202-1 n zizoz 1 Village of Rye Brook ML MR 0� y �• Agends FB7 SE Architectural Review Board Meeting AC AD Wednesday,May 15,2024 at 7:30 PM Village Hall,938 King Street JM SF 1. ITEMS: 1.1. ARB24-043 (Consent Agenda) Jordan Webber,Keith Webber,Nancy Webber&Nicole Webber 21 Westview Avenue Rooftop solar array. 1.2. ARB24-044(Consent Agenda) 786 King Street Sanford Pallotta&Kimberly Pallotta 4'high white PVC picket fence. 1.3. ARB24-045 (Consent Agenda) Zachary Morris&Kathryn Linsky 42 Rock Ridge Drive 4'high black aluminum fence&4'high black welded wire fence. 1.4. ARB24-046 (Consent Agenda) Andrew Levinson&Stephanie Lerman 14 Elm Hill Drive 3.5'high white vinyl picket fence. 1.5. ARB24-047 (Consent Agenda) Paul Snisky&Kelly Snisky 41 Meadowlark Road 6'high driftwood style vinyl fence. 1.6. ARB24-048 (Consent Agenda) Dustin Harris&Rachel Boyman 71 Winding Wood Road 6'high white vinyl fence. 1.7. ARB24-049 (Consent Agenda) Fernando Rosales&Leslie Rosales 68 Tamarack Road 6'high white vinyl fence. 1.8. ARB24-050(Consent Agenda) Matan Dvir&Ilan Dvir 1 Dorchester Drive 6'high white vinyl fence. Page 1 of 4 Architectural Review Board May 15,2024 1.9. ARB24-051 (Consent Agenda) Jeffrey Coombs&Kathryn Rightmyer Coombs 10 Carlton Lane Rear bluestone patio 1.10. ARB24-052(Consent Agenda) Andrew Gitkind&Amanda Gitkind 6 Birch Lane Rear Patio and front walkway. 1.11. ARB24-053(Consent Agenda) Kamlesh Kothari&Charul Kothari 6 Heritage Court Rooftop solar array. 1.12. ARB24-054(Consent Agenda) RMSC Properties LLC 74 Woodland Avenue Above-ground inflatable swimming pool,4'high white vinyl fence&4'high chain link gate. Consent Agenda Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.13. ARB24-020 556 Westchester Ave LLC C/o Anthony Guastella 556 Westchester Avenue New rear windows. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.14. ARB24-055 Douglas Conrad&Judith Fried Conrad 42 Talcott Road Demolish one story bump out,construct new screen porch,renovate existing deck and remove skylights. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 2 of 4 Architectural Review Board May 15,2024 1.15. ARB24-056 7 Bishop LLC 7 Bishop Drive South Single family dwelling. Approvals: Motion Second *G Abstention Aye; Nay; Adjournment; Notes 1.16. ARB24-057 Henry Parkin&Lauren Geller 3 Old Oak Road Window and door elevation changes. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.17. ARB24-058 Maria Sotire 9 Jean Lane 2nd floor addition over existing den/garage and a new rear deck. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.18. ARB24-059 John Capistrano&Maricar Capistrano 300 South Ridge Street Replace decking and railings. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 3 of 4 Architectural Review Board May 15,2024 1.19. ARB24-060 Jonathan Steiner&Viktorya Steiner 15 Loch Lane Legalize flagstone garden area,walkway and planter boxes. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.20. ARB24-061 William Delynn&Donna Delynn 6 Carlton Lane Replace decking and railings. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes NEXT MEETING: June 18,2024 Page 4 of 4 .� rX y Front of subject property ' r _ Right Side of subject property CU 10 IC�91u_-; _ 1111co .. �N (IIIIIIIII�II ® �_—� 4-1 II_ • • • • • • • .• • • a EinF771 _ r Ul) ru UO • • • • LZ • • • • • • • CO • • • • •• • • • •� • • • • •• • • • • • • • . • • • • . • < •• ro • • . • raco • 0 FILE COPY ®KAWING REWWWWA R MANAGEMENT I THIS REVIEW IS FOR GENERAL R N A G E ANALYSIS AND PRACTICES. THE VILLA �� RESPONSI&LITY FOR CORRECTNESS OF DIMENSIONS, DETAILS, RELD CONDITIONS, DESMN PROFESSIONAL t OR APPLICANT. NO EXCEPTION TAKEN MAKE CORRECTIONS NOTED - AMEND AND RESUBMIT REJECTED - DEFER TO REMARKS RYE BROOK ENGINEERING DEFT. 938 KING STREET RYE BROOK,NY 10573 PHONE(914)93"753 F 14) 1 hop Drive SATE y/�-z I Brook - New York . March 20, 2024 of: NE APR - 1 2024 p VILLAGE OF RYC BROOK �O B0g3� �tv�' BUILDIi�IG DEPARTIViENT OFESSIONP Hudson Engineering & Consulting, P.C. 45 Knollwood Road- Suite 201 Elmsford, NY 10523 (914) 909-0420 STORMWATER MANAGEMENT PLAN &DRAINAGE ANALYSIS 7 Bishop Drive Village of Rye Brook - New York INTRODUCTION This Stormwater Management Plan presents the proposed Best Management Practices (BMPs) to control erosion and sedimentation and manage stormwater during and upon construction of proposed dwelling, driveway, patio, and walkways for the lot at 7 Bishop Drive in the Village of Rye Brook, Westchester County, New York. This Plan consists of this narrative and a plan set entitled: "Proposed Dwelling, 7 Bishop Drive, Village of Rye Brook, Westchester County - New York", all as prepared by Hudson Engineering and Consulting, P.C., Elmsford, New York, last revised March 20, 2024. The design is in accordance with the Village of Rye Brook's requirements. Since the project disturbance is less than one acre the New York State Department of Environmental Conservation [NYSDEC] stormwater regulationsare not applicable. METHODOLOGY The stormwater analysis was developed utilizing the Soil Conservation Service (SCS) TR-20, 24-hour Type III storm events (HydroCad®) to assist with the design of the mitigating practices. The "Complex Number" (CN) values determination is based on soil type, vegetation and/or land use. The design is in accordance with the Village of Rye Brook's stormwater regulations. The "Time of Concentration" (T,) values were determined as a direct entry of one-minute. The CN and Tc data are input into the computer model. The project site was modeled for the 50-year Type III — 24-hour storm event. PRE-DESIGN INVESTIGATIVE ANALYSIS A pre-design investigative analysis was performed including percolation and deep holes tests in the locations shown on the plans. A series of percolation tests were performed in the vicinity of the potential stormwater mitigation practice [TP-1] until constant rates were achieved, their results as follows.. • TP-1: A percolation rate of 7.27-minutes per inch (8.25-inch per hour) was observed. A percolation rate of 7.0-inches per hour was utilized in the design. One (1) deep-hole test was excavated and labeled [TP-1 & TP-2] as shown on the plans. Hudson Engineering & Consulting, P.C. Page 1 • TP-1 was excavated to a depth of 100-inches. The test revealed topsoil to a depth of 12-inches, moderate compact sandy loam to a depth of 42- inches, clay to a depth of 66-inches, and moderate fine sandy loam to the invert. Groundwater was observed at 72-inches. No Ledge rock was encountered. The deep-hole test log and percolation test data sheets are attached. POST-DEVELOPED CONDITION The project site was modeled as one watershed, Watershed 1 analyzed as follows.. Watershed 1 contains a tributary area of approximately 3,149 square feet all of which is impervious in the form of proposed dwelling, porch, patio, driveway, curbs, and walkways. The CN value for this area is 98 and the Time of Concentration (Tc) is a direct entry of 1 minute. The runoff from this tributary area is conveyed via a comprehensive drainage system to eight (8) Cultec® 330XLHD Rechargers, set in one foot of gravel at the sides and six inches at the invert. The system is designed to fully accept (no release) the entire stormwater runoff volume for the 50-year storm event from the watershed and ex-filtrate the runoff into the surrounding soil sub-strata. CONCLUSION The stormwater management plan proposed meets all the requirements set forth by the Village of Rye Brook. Design modification requirements that may occur during the approval process will be performed and submitted for review to the Village of Rye Brook. Hudson Engineering& Consulting, P.C. Page 2 Extreme Precipitation Tables Northeast Regional Climate Center Data represents paint estimates calculated from partial duration series. All precipitation amounts are displayed in inches. Vletadata for Point Smoothing Yes State Location Latitude 41.030 degrees North Longitude 73.67 degrees West Elevation 60 feet Date/Time Tue Mar 19 2024 12:49:15 GMT-0400(Eastern Daylight Time) Extreme Precipitation Estimates Smio 10min 15min 30min 60min 120min 1hr 2hr 3hr 6hr 12hr 24hr 481r Iday 2day 4day 7day 10day lyr 0.34 0.51 0.64 0.84 1.05 1.31 lyr 0.90 1.23 1.50 1.86 2.31 2.85 3.19 lyr 2.53 3.07 3.56 4.28 4.93 lyr 2yr 0.40 0.62 0.77 1.02 1.28 1.60 2yr 1.11 1.49 1.84 2.28 2.81 3.45 3.87 2yr 3.05 3.72 4.27 5.07 5.75 2yr Syr 0.47 0.74 0.93 1.24 1.59 2.00 Syr 1.37 1.84 2.31 2.86 3.52 4.32 4.89 Syr 3.82 4.70 5.45 6.38 7.13 Syr 10yr 0.53 0.84 1.06 1.44 1.87 2.38 10yr 1.61 2.16 2.75 3.41 4.19 5.11 5.84 10vr 4.52 5.61 6.55 7.59 8.39 10yr 25yr 0.62 0.99 1.26 1.74 2.32 2.98 25yr 2.00 2.67 3.46 4.30 5.28 6.40 7.38 25vr 5.67 7.09 8.37 9.55 10.41 25yr 50yr 0.71 1.13 1.45 2.03 2.73 3.54 50yr 2.36 3.13 4.12 5.12 6.27 7.60 8.81 SON j7.9 8.47 10.08 11.37 12.26 50yr 100yr 0.80 1.30 1.67 2.37 3.23 4.21 100yr 2.79 3.69 4.91 6.11 7.47 9.02 10.52 100yr 10.12 12.15 13.54 14.44 100yr 200yr 0.91 1.49 1.93 2.77 3.82 5.00 200yr 3.29 4.33 5.85 7.28 8.89 10.70 12.58 200yr 12.10 14.64 16.12 17.01 200yr 1.10 1.80 2.35 3.41 4.77 6.29 500yr 4.12 5.37 7.37 9.18 11.19 13.44 15.93 500yr 15.32 19.74 20.32 21.14 500yr Lower Confidence Limits Smio 10min 15min 30min 60min 120min lhr 2hr 3hr 6hr 12hr 24hr 48hr Iday 2day 4day 7day 10day I.N r 0.27 0.41 0.50 0.67 0.83 0.91 lyr 0.71 0.89 1.34 1.61 1.96 2.57 2.69 lyr 2.27 2.58 3.15 3.73 4.26 lyr 2yr 0.39 0.61 0.74 1.01 1.24 1.50 2yr 1.07 1.46 1.70 2.20 2.76 3.34 3.75 2yr 2.96 3.61 4.13 4.92 5.59 2yr Syr 0.43 0.67 0.83 1.14 1.45 1.75 Syr 1.25 1.71 1.98 2.59 3.26 3.97 4.52 Syr 3.52 4.35 5.01 5.85 6.62 Syr 10yr 0.47 0.73 0.90 1.26 1.63 1.97 10yr 1.40 1.93 2.23 2.96 3.72 4.53 5.21 10yr 4.01 5.01 5.79 6.58 7.52 10yr 25yr 0.52 0.79 0.98 1.39 1.83 2.30 25yr 1.58 2.25 2.60 3.49 4.44 5.37 6.28 25yr 4.75 6.03 7.02 7.63 8.92 25yr 50yr 0.54 0.83 1.03 1.48 1.99 2.58 50yr 1.72 2.52 2.93 3.97 5.08 6.11 7.24 50yr 5.40 6.96 8.13 8.43 10.15 50yr 100yr 0.58 0.88 1.10 1.58 2.17 2.87 100yr 1.88 2.81 3.30 4.52 5.83 6.94 8.35 100yr 6.15 8.03 9.39 9.35 11.54 100yr 200yr 0.62 0.93 1.18 1.71 2.39 3.23 200yr 2.06 3.16 3.72 5.16 6.71 7.89 9.64 200yr 6.98 9.27 10.86 10.26 13.15 200yr 500yr 0.67 1.00 1.28 1.86 2.65 1 3.74 500yr 2.29 3.66 4.36 1 6.20 8.11 9.34 11.64 500yr 8.26 11.20 13.17 11.56 15.63 500yr Upper Confidence Limits Smin 10min 15min 30min 60min 120min lhr 2hr 3hr 6hr 12hr 24hr 48hr Iday 2day 4day 7day 10day lyr 0.37 0.57 0.69 0.93 1.15 1.39 lyr 0.99 1.35 1.59 2.09 2.63 3.11 3.51 lyr 2.75 3.38 3.84 4.66 5.30 lyr 2yr 0.43 0.66 0.81 1.10 1.36 1.59 2yr 1.17 1.55 1.81 2.33 2.90 3.58 4.02 2yr 3.16 3.87 4.43 5.38 5.96 2yr Syr 0.52 0.80 0.99 1.36 1.74 2.03 Syr 1.50 1.99 2.34 2.97 3.72 4.67 5.32 Syr 4.13 5.11 5.90 6.90 7.71 Syr 10yr 0.62 0.95 1.18 1.65 2.13 2.44 10yr 1.84 2.39 2.87 3.60 4.51 5.72 6.56 10yr 5.06 6.31 7.33 8.50 9.36 10yr 25yr 0.79 1 1.21 1.50 2.15 2.82 3.15 25yr 2.44 3.08 1 3.75 4.62 5.79 7.49 8.67 25yr 6.63 8.34 9.80 11.22 12.12 25yr 50yr 0.95 1.45 1.80 2.59 3.49 3.93 50yr 3.01 3.74 4.60 5.59 7.02 9.19 10.73 50yr 8.13 10.31 12.21 13.86 14.72 50yr 100yr 1.15 1.74 2.18 3.16 4.33 4.66 100yr 3.74 4.56 5.64 6.77 8.48 11.29 13.26 100yr12.75 15.22 17.12 17.87 100yr 200yr 1.40 2.10 2.66 3.85 5.37 5.67 200yr 4.64 5.55 6.92 8.19 10.26 13.89 16.38 E500yrW 15.75 18.97 21.17 21.71 200yr SOOyr 1.82 2.70 3.48 5.05 7.19 7.36 500yr 6.20 7.19 9.08 10.55 13.18 18.26 21.68 20.95 25.40 28.12 28.08 500yr ►OM by Northeast Regional Climate Canter Hydrologic Soil Group—Westchester County,New York 3 (7 Bishop Drive-Rye Brook) 611810 &0 611830 611W 611850 611880 6118M 611800 611890 -ae rj 41°1'46"N F =t 6 -Y k ` 4 _O ry O_ O � r Soil Ma may not he valid `t this sca12. 41°1'42"N 41'1'42'N 611810 611820 611833 611840 611850 611880 611870 611880 611890 3 3 � Map Sole:1:613 if printed on A portrait(8.5'x 11")sheet. g N Meters 0 5 10 20 30 A ` 0 25 50 100 150 Map projection:Web Mercator Comer coordinates:WGS84 Edge da:UTM Zane 18N WGS84 USDA Natural Resources Web Soil Survey 3/19/2024 a" Conservation Service National Cooperative Soil Survey Page 1 of 4 vv N 0 O O N .L-� m N N N O (p N N '(y N fC R N Cl) m p U a) r L N a) NI 3 ? 0 d cc 0U �a�p V N � f0 2 x, �N 7 O O � H O C (D U m 0 E O w O N E U N cc,:' c Y E O_ 0 7 N E U7 j .- N a p 16 � . c� Y f° o m E Z E ai a 6 m - «L y m N Q � E y D upi O m m Do E c 2 M c aNi a7i `� 3 O mow =c N L a) Q 3 N rnm o n (jj y � m Z zo o C .0 o C «L. N m o d y C N 7 m Q Y N p O L E y C Q m (U�p a 0 C E w a m n L � C O m a c N N U N m L N U N O N c N m 07 a 0 Q >. O > > � ooa� ami m � Yco_ p � o Uin m o m E CL LL a� y c m o of d a>i `: o `c� E m -,g - � t E a m N Z `� a c :a0L a) a) Z � . �' m _o - d o m a N m E _ 7 N 0 O a E c > mN7 N m m � Zo �� a � � Erc pp y a _ _ _ Q U N 'n .L. m U 7 O N 0.'C O f0 70 m E ao d m � a � Q u m `� m m o N oa o m rn L a� z E m n ni m .3 cc ;o m " 'c N m E C N « N m V N N fa Ol m f0 m p� E OI > 7 a) 0 - N o C m 7 U) « t -o -FU f0 U !� C Q .N. N � 0 -0 a N to N y E Of >+N _�U a� 3 v y o `o a`� a m N E O O 01 a) m m N a) 7 O O C O p a� E > Z Q m 0 N N N m O y N E fa 7 a N N N `p �..� m `y 7 N Y �_ .�_ O N O n o L •,- m C T) C c U m N p a) p m O y a t w 'O 7 o �? m a) E m ._ w E — 3 N a E cn � U a� Q m o Ucn tn N 3 .� a� z c 2 7 0 Up 7 � m To CD >m Z U Lv 7 > U I > 06 U aa m a o m n > 3 U 7 L > m m L o '� m m 0 a m (� m c U t f0 c rn p O O .O �' U m N N N O z 18 (n m m In O p L z d E m o' a O) m N N O fa O p o y w c .� y Ir E C) U O z in O w O Q S m 'Z c m � LU ■ ■ 3CL cm m LU n a a m m a L s o a> c c C C 0 0 C Q O >�• is N N C m O C O dQ �, a a m m U L) o z a m m U o z a m m m to IL V! ` .p y N t/1 O C Q N y � Z � m 7 r m O zqU O4 Hydrologic Soil Group—Westchester County, New York 7 Bishop Drive-Rye Brook Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI PnB Paxton fine sandy loam, C 1.0 100.0% 3 to 8 percent slopes Totals for Area of Interest 1.0 100.0% Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (AID, BID, and CID). The groups are defined as follows.. Group A. Soils having a high infiltration rate (low runoff potential)when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential)when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (AID, BID, or CID), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition USDA Natural Resources Web Soil Survey 3/19/2024 Conservation Service National Cooperative Soil Survey Page 3 of 4 Hydrologic Soil Group—Westchester County, New York 7 Bishop Drive-Rye Brook Aggregation is the process by which a set of component attribute values is reduced to a single value that represents the map unit as a whole. A map unit is typically composed of one or more"components". A component is either some type of soil or some nonsoil entity, e.g., rock outcrop. For the attribute being aggregated, the first step of the aggregation process is to derive one attribute value for each of a map unit's components. From this set of component attributes, the next step of the aggregation process derives a single value that represents the map unit as a whole. Once a single value for each map unit is derived, a thematic map for soil map units can be rendered. Aggregation must be done because, on any soil map, map units are delineated but components are not. For each of a map unit's components, a corresponding percent composition is recorded. A percent composition of 60 indicates that the corresponding component typically makes up approximately 60% of the map unit. Percent composition is a critical factor in some, but not all, aggregation methods. The aggregation method "Dominant Condition"first groups like attribute values for the components in a map unit. For each group, percent composition is set to the sum of the percent composition of all components participating in that group. These groups now represent"conditions" rather than components. The attribute value associated with the group with the highest cumulative percent composition is returned. If more than one group shares the highest cumulative percent composition, the corresponding "tie-break" rule determines which value should be returned. The "tie-break" rule indicates whether the lower or higher group value should be returned in the case of a percent composition tie. The result returned by this aggregation method represents the dominant condition throughout the map unit only when no tie has occurred. Component Percent Cutoff. None Specified Components whose percent composition is below the cutoff value will not be considered. If no cutoff value is specified, all components in the database will be considered. The data for some contrasting soils of minor extent may not be in the database, and therefore are not considered. Tie-break Rule: Higher The tie-break rule indicates which value should be selected from a set of multiple candidate values, or which value should be selected in the event of a percent composition tie. USDA Natural Resources Web Soil Survey 3/19/2024 Conservation Service National Cooperative Soil Survey Page 4 of 4 1 Water hed 1 AP 8 Cultec Recharger 330XLH D OSUbcat Reach on Link Routing Diagram for 7 Bishop Drive Prepared by Hudson Engineering&Consulting. P C Printed 3/20/2024 HydroCAD®10 10-7c s/n 02549 ©2022 HydroCAD Software Solutions LLC 7 Bishop Drive Type /Il 24-hr 50-Year Rainfall=7.60" Prepared by Hudson Engineering & Consulting, P.C. Printed 3/20/2024 HydroCADO 10.10-7c s/n 02549 ©2022 HydroCAD Software Solutions LLC Page 2 Time span=0.00-60.00 hrs, dt=0.01 hrs, 6001 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment1: Watershed 1 Runoff Area=3,149 sf 100.00% Impervious Runoff Depth=7.36" Tc=1.0 min CN=98 Runoff=0.64 cfs 1,932 cf Pond 1P: 8 Cultec Recharger330XLHD Peak Elev=2.63' Storage=597 cf Inflow=0.64 cfs 1,932 cf Outflow=0.06 cfs 1,932 cf 7 Bishop Drive Type /// 24-hr 50-Year Rainfall=7.60" Prepared by Hudson Engineering & Consulting, P.C. Printed 3/20/2024 HydroCADO 10.10-7c s/n 02549 ©2022 HydroCAD Software Solutions LLC Page 3 Summary for Subcatchment 1: Watershed 1 Runoff = 0.64 cfs @ 12.01 hrs, Volume= 1,932 cf, Depth= 7.36" Routed to Pond 1 P : 8 Cultec Recharger 330XLHD Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-60.00 hrs, dt= 0.01 hrs Type III 24-hr 50-Year Rainfall=7.60" Area (sf) CN Description 1,508 98 Dwelling 425 98 Porch ' 12 98 Steps 1,052 98 Driveway 48 98 Curb 104 98 Patio 3,149 98 Weighted Average 3,149 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.0 Direct Entry, Direct Entry Subcatchment 1: Watershed 1 Hydrograph o� 0.64 cfs 1 —Runoff 0.65 Type III 24-h r 0.55 50-Year Rainfall=7.60" 0.5 Runoff Area=3,149 sf 0.45 w 04 Runoff Volume=1 ,932 cf V 0 0.35 Runoff Depth=7.36' LL 03 Tc=1 .0 min 0.25 CN=98 0.2 0.15 0.1 0.05 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 Time (hours) 7 Bishop Drive Type 111 24-hr 50-Year Rainfall=7.60" Prepared by Hudson Engineering & Consulting, P.C. Printed 3/20/2024 HydroCAD® 10.10-7c s/n 02549 ©2022 HydroCAD Software Solutions LLC Page 4 Summary for Pond 1 P: 8 Cultec Recharger 330XLHD Inflow Area = 3,149 sf,100.00% Impervious, Inflow Depth = 7.36" for 50-Year event Inflow = 0.64 cfs @ 12.01 hrs, Volume= 1,932 cf Outflow = 0.06 cfs @ 11.41 hrs, Volume= 1,932 cf, Atten= 91%, Lag= 0.0 min Discarded = 0.06 cfs @ 11.41 hrs, Volume= 1,932 cf Routing by Stor-Ind method, Time Span= 0.00-60.00 hrs, dt= 0.01 hrs Peak Elev= 2.63' @ 12.65 hrs Surf.Area= 365 sf Storage= 597 cf Plug-Flow detention time= 62.8 min calculated for 1,931 cf(100% of inflow) Center-of-Mass det. time= 62.7 min ( 800.0 - 737.2 ) Volume Invert Avail.Storage Storage Description #1A 0.00, 194 cf 20.83'W x 17.50'L x 3.04'H Field A 1,109 cf Overall - 462 cf Embedded = 647 cf x 30.0% Voids #2A 0.50' 462 cf Cultec R-330XLHD x 8 Inside#1 Effective Size= 47.8"W x 30.0"H => 7.45 sf x 7.001 = 52.2 cf Overall Size= 52.0"W x 30.5"H x 8.501 with 1.50' Overlap Row Length Adjustment= +1.50' x 7.45 sf x 4 rows 656 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 0.00' 7.000 in/hr Exfiltration over Surface area Qiscarded OutFlow Max=0.06 cfs @ 11.41 hrs HW=0.03' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.06 cfs) 7 Bishop Drive Type 111 24-hr 50-Year Rainfall=7.60" Prepared by Hudson Engineering & Consulting, P.C. Printed 3/20/2024 HydroCAD® 10.10-7c s/n 02549 ©2022 HydroCAD Software Solutions LLC Page 5 Pond 1P: 8 Cultec Recharger 330XLHD - Chamber Wizard Field A Chamber Model = Cultec R-330XLHD(Cultec Recharger®330XLHD) Effective Size= 47.8"W x 30.0"H => 7.45 sf x 7.001 = 52.2 cf Overall Size= 52.0"W x 30.5"H x 8.501 with 1.50' Overlap Row Length Adjustment= +1.50' x 7.45 sf x 4 rows 52.0" Wide + 6.0" Spacing = 58.0" C-C Row Spacing 2 Chambers/Row x 7.00' Long +1.50' Row Adjustment = 15.50' Row Length +12.0" End Stone x 2 = 17.50' Base Length 4 Rows x 52.0" Wide + 6.0" Spacing x 3 + 12.0" Side Stone x 2 = 20.83' Base Width 6.0" Stone Base + 30.5" Chamber Height = 3.04' Field Height 8 Chambers x 52.2 cf +1.50' Row Adjustment x 7.45 sf x 4 Rows = 462.0 cf Chamber Storage 1,108.9 cf Field -462.0 cf Chambers = 647.0 cf Stone x 30.0% Voids = 194.1 cf Stone Storage Chamber Storage + Stone Storage = 656.1 cf= 0.015 of Overall Storage Efficiency = 59.2% Overall System Size = 17.50' x 20.83' x 3.04' 8 Chambers @ $ 0.00 /ea = $ 0.00 41.1 cy Field Excavation @ $ 0.00 /cy = $ 0.00 24.0 cy Stone @ $ 30.00 /cy = $ 718.87 Total Cost = $ 718.87 7 Bishop Drive Type 111 24-hr 50-Year Rainfall=7.60" Prepared by Hudson Engineering & Consulting, P.C. Printed 3/20/2024 HydroCAD® 10.10-7c s/n 02549 ©2022 HydroCAD Software Solutions LLC Page 6 Pond 1 P: 8 Cultec Recharger 330XLHD Hydrograph 0.7 0.64 cfs —Inflow 0.65 —Discarded 0.6 Inflow Area=3,149 sf 0.55 Peak Elev=2.63' 0.5 0.45 Storage=597 cf I 0.4 0.35 _o LL 0.3 0.25 0.2 0.15 0.1 1 0.06 cis 0.05 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 Time (hours) H U D S O N SITE ADDRESS: 7 Bishop Drive South E N(3,1 N E E R I N G TOWNNILLAGE: Rye Brook CONSULTING, P.C. DATE: 03/01/2024 TIME: 9:30am WEATHER: Sunny TEMP. 400 F WITNESSED BY: Nicholas Shirriah DEEP TEST HOLE DATA SHEET—STORMWATER MANAGEMENT SYSTEM DEPTH HOLE NO. 1 HOLE NO. 2 HOLE NO. 3 HOLE NO. 4 G.L. 0— 12" 6" Topsoil 12" 18" 24" 30" 36" 42" 12 - 42" 48" Mod. Compact 54" Sand loam 60" 42—66 66" Clay 72" GW 72" 78" 84" 66— 100" 90" Medium Fine 96" Sand loam 102" No Ledge 108" • Indicate level at which Ground Water(GW), Mottling and/or Ledge Rock is encountered. • Indicate level for which water level rises after being encountered. EXCAVATION PERFORMED BY: AQUA WORKS 45 Knollwood Road - Elmsford, NY 10523 (914) 909-0420 Fax (914) 560-2086 H U D S O N SITE ADDRESS: 7 Bishop Drive E N G I N E E R I N G TOWNNILLAGE: Rye Brook CONSULTING. P.C. DATE: 03/15/2024 TIME: 10:15am WEATHER: Cloudy TEMP. 56° F WITNESSED BY: John Henry Genualdo PERCOLATION TEST HOLE DATA SHEET—STORMWATER MANAGEMENT SYSTEM Owner HOLE# CLOCK TIME PERCOLATION Depth to Water Soil Rate I i Elapse ' From Ground Surface Water Level in Hole Run j Time Start Stop I Inches Drop in 1 Min. per ; Inches per i Number; No. Start Stop I Inches Inches i i inch Hour (Min. inches I # 1 1 1 10:13 11:13 60 i 32 40.75 8.75 i 6.86 11 8.75 2 11:14 12:14 60 31 I 39.5 8.5 7.06 8.5 4"0 3 12:15 1:15 60 31 j 39.25 8.25 7.27 8.25 :1 i ; 4 1:18 2:18 1 60 1 31 39.25 8.25 7.27 8.25 j i I 5 # 2 1 ' ' I i 2 4190 3 ' I 4 5 'i i i f i # 3 1 i 2 ' I I I 4110 3 ! I I i 4 I j I 5 j Notes: 1) Tests to be repeated at the same depth until approximately equal soil rates are obtained at each percolation test hole. All data to be submitted for review. 2) Depth measurements to be made from top of hole. 45 Knollwood Road - Elmsford, NY 10523 (914) 909-0420 Fax (914) 560-2086 s#��11/11'r �ti�llll llll�fs s d��11�1�1111�f."'< x s��ll�l lllll/ �1111�Ij11'1y3�� 3t i'11'11��' ` a 111/�1�11 :i, �1 i :�4 •�' C �. I T 4 CD cj S C7 :F •: •max ;�• � ° � ' p "�` , y _ v N >, " O LL LO c g o- section _ O Z v E LIJ o � o a O ayi a. o r t_ (41, o 3 O ui�a� a 3 � : xw CL a+ VI S• 'mac °' � -p _ p •�T 6o 5 s = t= .. to L N. 4-. rl.. Cl) rA 3 = a l Ilthl� �,;�,�i�1�1114 - _:�1►1111�� a '� 0-_��111,�� -.:'11111�1/�'' �. ';��11�11�1� ,� w., ,�.,J w 11�1�11 wAR 11.1.11 w 11.1.11 w 11.1♦11 7 wi 1 �,1••/1 a E eGyl� :, � ; +1/ + �/'w Cvi�V,}f u� � �S' �+ e • �'tY �y�Zw �. �� ,',�. �t v� YO �Yry�� 0 �•,�}�w �� •" : 0� �•�'.�t,��.Ev ��Pf1.M'•� ,go '`�Afj vyti -.��;. * f :day �.::. � .uw ,.. ' •N�� „��w �,,.��,,�. s ACORIY CERTIFICATE OF LIABILITY INSURANCE DATE iMM+DD YYVY) 1 7/22/2024 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 ptovlslons 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 NAME SHAFIQAH MARTIN Albert Palancla Agency. Inc. PHONE "ix (ArC.No. X : (91d 698-1373 ArC..No►:(914)68-0125 116 Mamaroneck Avenue E-MAIL ---- ADDRESS; Shaflqual@palanclainsurance com Mamaroneck NY 10543 _ INSURER(S)AFFORDING COVERAGE NAIC ft INSURER A: Merchants Preferred Insurance Coril 12901 NSURED INSURER B JK HEATING & AC. LLC INSURER 20 IRVING PI ACE _-.- INSURER D. HARRISON NY 10528-4232 INSURER E: _ INSURER F COVERAGES CERTIFICATE NUMBER: 10010435-0 REVISION NUMBER: 71 THIS IS !RT,V Y ' OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABO`, . iE POLICY PERIOD INDICAI Lu NUTWI I t1> «i UUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITt- • L CT TO WHICH THIS CERTIFICATE MAY BE Itin. - IR r.I-r :'ERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJE, J ALL THE TERMS, EXCLUSIONS AND CONU!' 0 - It_H POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INTRR TYPE OF INSURAN ADDL SUBR POLICY NUMBER MOLICY Eft POVLI Y EXP DDNYYYI LIMITS A X COMMERCIAL GENERA, ASILIT, CTRI006842 10/22/2023 1012=024,EACH OCCURRE Nr:E t$ 1,0 00,000 CLAIMS-MADE �( PREMIEaotcurrence I$ 500,000 -MED EXP(Any cint,person) s -_ 51000 PERSONAL&AD INJURY $ 1,000,000 GEN1 AGGREGATE LIMI! r-.IF, 'GENERAL AGGREGATE $ 2,000,000 PRE X POLIO, . JEc-, PRODUCTS-'. IMP OPAGGtS 2�000,000 OTHER S AUTOMOBILE LIABILITY COMBINED SIN E L IMIT E LEa accident AN-AU'O BODILY INJUR• Per person) i —OWNEC -r .— - AUTOS'NL; - BODILY INJUR,,Per accldent)1$ HIREC'� `':ti r. PROPERTY DAMAGE Ai I'n°.',Nt.'• , Per accident Z S UMBRELLA LIAR EACH OCCURRE N0 5 EXCESS LIAR AGGREGATE E DEL FfE !'. _- WORKERS COMPENSATION PER OTH- AND EMPLOYERS LIABIL IT, N STATUTE ER + ANY PROPRiE'UR PAP- - EL EACH ACC ILA NT $ OFFICEWMEMBER EX! NIA - -- (Mandatory in NH) EL.DISEASE E A EMPLOY E If yyees,descnbe under - DESCRIPTION OF OPERa_ _ E.L.DISEASE POLICY LIMIT S DESCRIPTION OF OPERATIONS ATIONS VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached it more space Is required) BUILDING DEPARTMENT VILLAGE OF RYE BROOK; 938 KING STREET RYE BROOK,NY 10573; INCLUDED AS ADDITIONAL INSURED PER WRITTEN CONTRACT CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE BUILDING DEPARTMENT THE EXPIRATION DATE THEREOF.NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS VILLAGE OF RYE BROOK RYE BROOK NY 10573 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Printed r, on 07/22/2024 at 12:19PM CERTIFICATE OF O K Workers' NYS WORKERS'COMPENSATION INSURANCE t OVERAGE �----- STATE Compensation Board _ Insured Detail 12.Legal'.&me and Ad„.. 4 L,.ut cd(U%e street ad drew only) 1 b.Business Telephone Number of Insured 1K Heating aiui.tr 914-575-7240 20!Wing PI Harrison.NN It>.'* Ic.NYS Unemployment p ymeat Insurance Employer Registration Number of Insured Id.Federal Employer Identification Number of Insured or Social Security Number Work Locauun of In,u:a ••-• rt., nru rjcoverage is specificallybini!ed to 611927850 certain locatior in tier. ),-• .,i!, r a IL'rap-Up Policy) 2.Vane and Addrrs.w in. F nrh, Requesting Proof of Coverage 3a.Name of Instuanee Carrier (Latits Being Lister i-the t,-rtibcate Holder) Technology Insurance Company,Inc. Village of Rye Bruut BLilding Dcpann, ,, 3b.Policy Number of entity listed is box 938 King Street TWC4426839 Rye Brook.N1 ':05' 3c.Polley effective period: 5/72024 to 5r12025 3d.The Proprietor,Partners or Executive Officers are Included(Only check box Ball partners/officers if,.i, ©all excluded or certain partnen/otlieers excluded This certifies that tht msuranct carrier indicated above in box"3"insures the business referenced above in box"la"for workers'compensation under the New York 1%r.i.•Ntit kerv'Compensation I.aw.(To use this form.New York(NY)must be listed under Item 1 A,on the INFORMATION PAGE of the worker, soiupeu.ativa insurance policy).The Insurance Carrier or its licensed agent will send this Certificate of insurance to the entity listed above as tht ccrtdncatc holder in box"2". The insurance earner wins notrl►•the above certificate holder and the Workers'Compensadon Board within 10 days IF•pdacy is canceled due to nonpayment of premium,ur within 30 days IF there are reasons other than nonpayment of premiums that cancel the polo.�or eliminate the insured from the coverage indreared on This Certificate(These notices may be sent by regular mail)Otherwise,this Cerdfrcrue is wlid Jor one year after this form vs approved bt the insurant a carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued is a matter of information only and confers no rights upon the certificate holder.This certificate does not amend,extend or alter the coverage atberded h. the policy listed,nor does it confer any rights or responsibilities beyond those continued in the referenced pobc)- This certificate ma. be used a%es idence of a Workers'Compensation contract of insurance only while the innderlyinit pok s:%is in effect. Please Note:Upon ca fit tllaliou of the workers'compensation policy indicated on this form,if the business continues its k named on a permit, license or contract issued b)a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coveragt or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Comprn.aiiou I aw. Under penalt)of petits,s.1 cti iif) that I am an authorized representative or licensed agent of the insurance carrier ir(eitnced above and that the named insured has the co,wage as depicted on this form. a tuthonzed represenrauve or licensed agent of insurance earner, Approvec k• _ _ 7;221'2024 tnate) 1,1h a P:csiecnt • �A�" t4"\�'��yitt.`,.w''. .lft�`!' 1s�d.�r �'• �' tr +.+ i��q`tt:. —'ro aCC+Nd`� f�� e' o wl f(� , v1� � n` yh� a � Yd�'�\?CSt .�,��p�,,.1 \p�r vv,'1i'}7./SQ•r �p'�F l�'�l`�'(vr'r `p4` • ••A�G p� .`r � � �p� � �y, Y Y hti � �i•. �wx .10►1/1 t �(�►1/0 'MIA �'Y�;i fhl�td �r2� + '�►/ltti' �� '? 'itt/t/i'�.:(rj;: ?y'\hflvee�f': � nh�Z�tt/t ,> � �►t►l�t�tlipyr.;� :;,'+�t,��►, �/ 1 f ss) t_.J. I�iz�.. u LL diem G �j y o ff is N z,. JMi, Av, H y t k Q CL ',�'.S•�y'.-•'r''''� •r�l N — •s{;?y�\�.�.. rye.��, W. N 4 C �(o)>�"� . i•+ Z Z LID ectioq ",ram ;fib. �s ,�w• :n,' �' � O Z � >cp 3 0.�LLI�., r lJ.l � v O d� Q,h :��:}9 '•n:'. ' LLco � ��.. �,y t� � '►- ids i'.ai�i ol \ ) A ° � C .,; `. •�' k N itl y � t�a2'rirj- � v O (loin%ry : 'j U y vODqu /H I •'/t� "��' , u � v°J, ...1 ..gam. �•� :� f(ocsAlp �/•f1 7►`�:Q%�'+i ',>t,'i •rt;z3. fi�"��f`'fT�n';� r +f�- sue^," �,m'nt• t�s,Tn: 8"'E m� r, 7f'!►Olff'� �It►I//t�f�`i3.�,: ;,s,.:j�ft►t�ttl�f�`sa ►t`t►� �i5.i ft47 .4t�a?av « 1 $q� 4r it►1/1 x� tli/l a @1 /llii0'il` t�i7e s i +t►0///1\ 3y @asJ �1114/t'1 ` : i� /!'tf1/t1'\ ea I��Ittt?I/ ;,�x�w�b�iA.• 11 OO�., g7w�s�ii' 11100�) ,t3�$wr tt/0/0/e7 W. `jyg� � '�''r4t ��1�1�r �•&�' r � "}� yBdY J1�''it+� A. �� +.tl-.S ny .�1� �✓na 1�.._A� (ti i •..,r��r�7 9�1Y� 'gi YJ'.��Ir ^� '�y ,fir., • � �� t �1��r� � t � ra,l f '� 1 Y�`rti i( !1•t+rk�L�' � r ��: / ` ' � ••1Iv'� (�yd� •�.R1Y':. .J V,,_r•�l�}'�' 4� �w-�r�7��"gq1��.,,`,2.W��J~', 1 'S4"'i• r M i ?•'"q/� �si�•�t -}� �, ACo CERTIFICATE OF LIABILITY INSURANCE DATE I MM/DD1YYYY) la. � 12/8/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must 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 Chrissie Greenlaw NAM Lawley Shoff Darby a/c°No rrt: (203)445-2115 aIc NO; (2031 35 4-6 4 00 488 Main Avenue ADDRESS. greenlawc@shoffdarby.com 3rd Floor INSURER(S)AFFORDING COVERAGE NAIC 0 Norwalk CT 06851 INSURERA:Houston Specialty Ins Co 12936 INSURED INSURER B:IMperiUM Insurance Co 35408 Durkin Propane Inc., Durkin Water Company LP INSURERC: Carmel Terminals Inc., Pawling Terminals Inc. INSURERD: 120 Fields Lane INSURER E Brewster NY 10509 INSURER COVERAGES CERTIFICATE NUMBER:23-24 Liab 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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 INSR TYPE OF INSURANCE ADDL SU POLICY EFF POLICY EXP LTR POLICY NUMBER MMIDp E MMIpp/YYYV LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE E 1,000,000 A A 1 N0 A CLAIMS-MADE X OCCUR PREMISES occurrence)ES(E $ 100,000 ECAP2-HS-GL-000152-03 12/23/2023 12/23/2024 MED EXP(Any one person) $ PERSONAL 3ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY D jEP LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY Ee ecgdenl SINGL LI I $ 1,000,000 B X ANYAUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS (Per Per accident)152-03 12/23/2023 12/23/2024 BODILY INJURY $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per acoitlsnl X MC$90 $ UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 4,000,000 A X EXCESS LAB CLAIMS-MADE Follow Form AGGREGATE $ 4,000,000 OED RETENTION$ ECAP2-HS-CX-000152-03 12/23/2023 12/23/2024 $ WORKERS COMPENSATION PER OTH" AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETORIPARTNEWEXECUTIVE E L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? NIA (Mandatory in NH) E L DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/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 938 King Street ACCORDANCE WITH THE POLICY PROVISIONS. Rye Brook, NY 10573 AUTHORIZED REPRESENTATIVE C Greenlaw/CGREEN ®1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025(201401) NYSIFPO Box 66699,Albany,NY 12206 New York State Insurance Fund nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ""A"" 454740942 Q ' 0 KEEVILY,SPERO-WHITELAW INC. 500 MAMARONECK AVENUE HARRISON NY 10528 r M.. Y SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER DURKIN PROPANE,INC VILLAGE OF RYE BROOK 120 FIELDS LANE BUILDING DEPARTMENT BREWSTER NY 10509 938 KING STREET RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE G 1412 288-1 598627 05/01/2024 TO 05101/2025 03/27/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1412 288-1, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK,EXCEPT AS INDICATED BELOW. 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. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED- THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND 4 DIRECTOR,I SURANCE FUND UNDERWRITING VALIDATION NUMBER: 557141552 imi Inur 0 N000 I 0 000 rural0 0 1 258 r�uul51u966 5 III 6uu11111I1 III Form WC•CERT-NOPRTNT Vnsmn 7(08129Q019)(WC Policy-1412288II 1J-2G 7 i� (❑UIID0o00000175854665](OOOPDO[IO14172861][M/GX16755-1t](Grt_NoP{!Ri_l](mu- Iooi] t\ _ Ow s L NCD 'M:3! •� � � R J W Cl E 00 iOWN.. Ccr u cry Z - .00 f w X E E its�eus "s O O Q W O u c _ 0y i J m d A Q fl m z ,rya yam ' a o z G� C� LL X L ' Q 2 . t• L O 1 as 5 u 'J V ip O j( L � t7 � -T�• ! 61 .0 U l ^J Y V t i F" 0 f DATE(MMIDD/YYYY) ACOR" CERTIFICATE OF LIABILITY INSURANCE `� 04/18/2024 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 endorsements. PRODUCER CONTNAME: Gary R.McCarthy GRBM,Inc. PHONE 845 878 9293 -- Fj0'X (845 878-3769 �Atc.Now. xq: ( ) _ NC.No 39 Old Doansburg Road ADDRESS: gary@grbminc.com INSURERS AFFORDING COVERAGE NAIL A Brewster NY 10_509 INSURER A: Houston Specialty Insurance Company _ 12936 INSURED INSURER B: National Grange Mutual Insurance Company 14788 BranlPr Limited DBA Affordable Fire Protartion INSURER C: _ P.O.BOX 315 INSURER D: INSURER E Cross River NY 10518 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INS, TYPE OF INSURANCE ADD L SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS x COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 NED CLAIMS-MADE ❑ PREMISES ES Ea occurten $ 50,000 x Contractual Liability MED EXP(Any oneperson) $ 5,000 A Y Y ESB-HS-GL-0000130-02 05/06/2023 05/06/2024 PERSONAL&ADV INJURY $ 1,000,000 GEWL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 2,000,000 X POLICY JECT LOC PRODUCTS-COMP/OP AGG S 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident ANY AUTO BODILY INJURY(Per person) S B OWNED SCHEDULED BlKO050N 04/27/2024 04/27/2025 BODILY INJURY(Per aoddent) $ AUTOS ONLY X AUTOS X HIRED x NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per.accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION $ WORKERS COMPENSATION PER TH- AND EMPLOYERS'LIABILITY Y t N STATUTE I I ER ANY PROPRIETOR/PARTNER/EXECUTIVE El NIA EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N t A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) Village of Rye Brook is listed as additional insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village of Rye Brook ACCORDANCE WITH THE POLICY PROVISIONS. 938 King St AUTHORIZED REPRESENTATIVE Rye Brook,NY 10573 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NEW I Workers' CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured Branler LTD 845-590-9078 DBA/TA Affordable Fire Protection 1c. NYS Unemployment Insurance Employer Registration Number of PO Box 315 Insured Cross River NY 10518 Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 26-4695646 2. Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) NorGUARD Insurance Company Village of Rye Brook 3b.Policy Number of Entity Listed in Box"la" 938 King St Rye Brook, NY 10573 BRWC511896 3c. Policy effective period 04/20/2024 to 04/20/2025 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all partnerslofflcers included) x] 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 1 a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Item 3A 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. Approved by: Gar)/ McCarthy (Print name of authorized representative or licensed agent of insurance carrier) Approved b : L PP Y 04/18/2024 (Signature) (Date) Title: Licensed Agent Telephone Number of authorized representative or licensed agent of insurance carrier: 845-878-9293 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 .......... Wile.,0, CC ow 4.0 > 00 T- 41 E o CN u r 0 C) z 0 LLI C) s� ec ion U-) jj Z) U M UJ Z S •E —j rl CL LLI C 0 Noe 0 =z F- 0 Z x "E AW a 'AlRi cc 0 14, m u CN 0 z u CV) 40 'A LA ce) 41 0 C) 40 0 Ilk- WT MY IRA%! 4, -llak q, Via' VO A -N—qqwmw� --,-Rommw- "—qmmmw-- 10 NEF— ACC>RD CERTIFICATE OF LIABILITY INSURANCE DATE A E " 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. f IMPORTANT: It the cwtMests holder Is an ADDITIONAL INSURED, the pollcy(les)must have ADDITIONAL IN8URED provisions or be endorsed. ` H SUBROGATION 13 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 celtftste holder In Ileu of such endorsement(*). Mt Pleasant Capacity NAME:_EVIM GrandeCapacityP10NE 914-205-7892 _P.O. Box leas -I, no.ItI10: 1YVC,Net 914-205-7682 Pearl River NY 10%5 E-MAIL Evlla.GrandeQmtpcep.com —ADDRE�:—_ _-- INSYRERLSJ AFFOIIDINO COVEItJWE_ - —�NAIC 0_- - �NWWR A_United States Liability Insurance Co 25695 Tano Trademark Homes, Inc. TANOTRA 1NiUMM9: 1437 Rt. 35 IINwIIEItc: South Salem NY 10590 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:984467924 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. LTRTYPl OF SSSURNICE DR POLICY MUMeER MAlD YEFF 1 POLICY EXP -- ULETi --- A X COSMM3MMOEMMALLMMUTY GL1073741C 11/12/2023 11112/2024 EACH OCCURRENCE $1.000.000 CLAIMS-MADE o OCCUR DAMAGE PREMISES s100,000 - - HIED EXP ona pereen S S.000 PERSONAL a ADV INJURY $1,000.000 GENL AGGREGATE LA AP ST PLIES PER GENERAL AGGREGATE s 2.000.000 X PRO- ❑LOC PRODUCTS-COAPIOP AGG Slrtdllded POLICY❑ OTHER: ,s AUTONOBLE LIAaRJTY COMBINED SINGLE LIMIT : ANY AUTO OWNED SCHEDULED Par BODILY INJURY( Penan) -- AUTOS ONLY �AUTOS BODILY INJURY(P S ST emldw) ti I HIRED NON-OWNED PROPER 1 TY OHMAGE AUTOS ONLY AUTOS ONLY t UNMlN3AA LAAa OCCUR EACH OCCURRENCE S EXCEsII LM CMSWDE AGGREGATE _ — DED RETENTION S s tllrol m m p COMPENSATION AND EMPLOYERS UASLnY Y/N ANYPROPRIETOR/PARTfEWEXECUTTVE OFFICER/MEMBER EXCLUDED? N/A EL EACH ACCIDENT $ M ya E.L.DISEASE-EA EMPLOYEE S .desoibs ur4w DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT 8 OEICPWrnON OF OPERATIONS/LOCATIONS I VBeCLEIII (ACOIID/St,AdditkmW R-614 Sehedule,may be errwMed N wrote eFees Is re"boo RE:7 Bishop Drive CwrSM1cate Holder Is listed as addtbonsl insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Village of Rye Brook ACCORDANCE WITH THE POLICY PROVISIONS. 938 King St AUTNDRM REPRESENTATIVE Rye Brook NV 10673L�� i O 1989-2015 ACORD CORPORATION. All rights reserved. ^CORD 25(201NO3) The ACORD name and logo are regleb►ed marks of ACORD I ('NEW ORRK Workers Certificate of Attestation of Exemption sr�If: CCooamppensation from New York State Workers' Compensation and/or rd Disability and Paid Family Leave Benefits Insurance Coverage **This jorin cannot be used to waive the workers'compensation righty or obligations of an y party.** The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit TANG TRADEMARK HOMES INC 1137 Route 35 From:Village of Rye Brook South Salem,NY 10590-1628 PHONE:914462-2557 FEIN:XXXXX0584 The location of where work will be nerlbrmed is 7 Bishop drive south,rye brook,NY 10573. Estimated dates necessan to complete A%ork associated with the building permit are from June'11,2024 to June 10,2025. The estimated dollar amount of project is over S100,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The applicant is acting as a general contractor with no employees,day laborers, leased employees,borrowed employees,part-time employees,unpaid volunteers and only has independent contractors that meet the standards of the New York Construction Industry Fair Play Act(Section 861 of the New York State Labor Law). Disabilitv and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC, LLP,PLLP,RLLP,or LP) under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law.) I.Vito e.DiManco,am the President with the above-named legal entity. I affirm that due to my position with the above-named business 1 have the knowledge. information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further aflinn that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability an paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensatio roar the government entity listed above. SIGN Signature: Date: l�- I -)--4 HERE Exemption Certificate Number Received 2024-045098 June 10, 2024 NYS Workers'Compensation Board ACn 9 DATE(MMDD/YYY`) OR" CERTIFICATE OF LIABILITY INSURANCE 03/20/2024 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 NAME. North Castle Agency PHONE (g14)240-7350 AX ABC No xt: AIC No): 5 MacDonald Avenue E-MAIL certrequest@northcastleinsurance.com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Armonk NY 10504 INSURER A: Diamond State Insurance Company 42048 INSURED INSURER B: 7 Bishop LLC INSURER C: 1437 ROUTE 35 INSURER D: INSURER E: South Salem NY 10590 INSURER F: COVERAGES CERTIFICATE NUMBER: CL24 32 01 7 7 34 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. VTR TYPE OF INSURANCE INSO WVD POLICY NUMBER MM DD/YYW MMDD LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 CLAIMS-MADE ®OCCUR PREMISES Ea occurrencel S 50,000 Builders Risk Liability MED EXP(Any one person) S 5,000 A VEP0322656 03/11/2024 03/`1/2025 PERSONAL BADVINJURY S Excluded GEN'LAGGREGATE LIMITAPPLIES PER. GENERAL AGGREGATE g 1,000,000 POLICY ❑ ECO- ❑LOC PRODUCTS•COMP/OP AGG S Excluded OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANYAUTO BODILY INJURY(Per person) S OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ g WORKERS COMPENSATION YIN PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N A E.L.EACH ACCIDENT S OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE S If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE:7 Bishop Dr S,Rye Brook,NY,10573 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Village of Rye Brook ACCORDANCE WITH THE POLICY PROVISIONS. 948 King Street AUTHORIZED REPRESENTATIVE,., Rye Brook NY 10573 L 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD �� c.........� i or Workers' Certificate of Attestation of Exemption YM STATE Compenution from New York Stain Workers' Compensation and/or BoalA Disability and Paid Family I nave Bonefits Insurance Coverage **This Jorm tvrnnor be a.ved to walre the hv►rAert'cwnopenwllan HArbiv or ahliAr" an�r�Jany party.** The applicant nta\ use this('clliiwnie tit Allcslntion(tl 1 xenlptioll jjJ,jr,Y iti show a government entity that New York State specific\\ori�cn'etntlknsntital and/or.disnhilily and paid tinnily leave henelii4 insurnnce iv nr,t required. the applicant ma\ NOT use this i'Orni it,shut\ another hw incsr,or that hosiness's insurance carrier that much insurance i% ry)l required. Please pm%ide this form to the Rovernmcnl entity from which you are requesting a permit,license or contract. This Certificate will not he accepted M government officials one year niter the date printed on the form. In the Application of Business Applying For: 7_ (Legal Fntih Name and Address): Building Permit nnhop 1 I o From:Village of Rye Brook a Blneatone lane Sonth Sheri.\\ 105" 1110 F:a14-462-255" PI 1\:\\\\\05"2 1 hC location drive ve where work will , Vperformed573. r, 7 Bishop drive south,rye brook.NV It1S73. Estimated dates necessary to complete work a;viciated with the building permn arc Irom March 31,2024 to March 30,2025. The estimated dollar amount of project is over SIftW %orkers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The business is a LLC.LLP,PLLP or a RLLP;OR is a partnership under the laws of New York State and is not a corporation. Other than the partners or members,there are no employees,day labor,leased employees,borrowed employees,part-time employees. unpaid volunteers(including family members)or subcontractors. Partners/Members: VITO E DiManto Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY i DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either. 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owrtins all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability,and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law.I L VI-10 E.DiMatteo,am the Member with the above-named legal entity. 1 affirm that due to my twsition with the atttive-named busines`I ha\c the knowledge.information and authority to make this Certificate of Attestation of Exemption. I hereby alliml that the statements made herein arc true,that I have not made any materially false statements and I make this Certificate of Attestation of INentption under the penalties of penury. I further affirm that I understand that any false statement,representation or concealment will suhject me to Iclom criminal pmse ution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By suhtnitting this Certificate of Attestation of F\emption to the government entity listed above I also hereby affirm that if uircumstan"s clmiigc so that workers'compensation insurance and/or disabilio uid paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate Nc%%York State%pxcific workers' compensation insurance and/or disabiMy and paid family leave benefits coverage and also immediateh furnish proof of that cxi%crage on firms approved by the Chair of the Workers'Conte lio Board to the government entity listed above. SIGN RE Signature: Date: 3—ZU- ZOLLY Exemption Certificate Number Received 2024-020607 March 20, 2024 NYS Workers'Compensation Board t 1 2n001i2o18 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Monday,July 15, 2024 9:57 AM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 07/15/2024 09:56 To: VIL RYE BROOK PRIMARY Transmitted: 07/15/2024 09:56 00006 Ticket: 07154-000-807-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 7 To: Name: BISHOP DR S Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: LEFT SIDE YARD NearSt: KING ST Means of Excavation: BACKHOE Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: PROPANE TANK INSTALL Estimated Work Complete Date: 07/19/2024 Depth of excavation: 4 FEET Site dimensions: Length 8 FEET Width 4 FEET Start Date and Time: 07/18/2024 08:00 Must Start By: 08/01/2024 ------------------------------------------------------------------------------ Contact Name: VITO DIMATTEO Company: AQUA WORKS INC Addr1: 645 N BROADWAY Addr2: City: WHITE PLAINS State: NY Zip: 10603 Phone: 914-462-2557 Fax: Email: vitodimatteo4@gmail.com Field Contact: VITO DIMATTEO Alt Phone: 914-462-2557 Email: vitodimatteo4@gmail.com Working for: SELF ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR i Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Tuesday, October 1, 2024 7:00 AM To: Steven Fews Subject: Message from UDig NY ****LATE**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 10/01/2024 07:00 To: VIL RYE BROOK PRIMARY Transmitted: 10/01/2024 07:00 00001 Ticket: 09264-000-049-01 Type: Late Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 7 To: Name: BISHOP DR S Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: CURB TO CURB, 15 FT BEHIND ALL CURBS NearSt: KING ST Means of Excavation: BACKHOE, EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL WATER SERVICE Estimated Work Complete Date: 10/11/2024 Depth of excavation: Site dimensions: Start Date and Time: 10/01/2024 07:00 Must Start By: 10/16/2024 ------------------------------------------------------------------------------ Contact Name: JOE OLORI Company: J FLETCHER CREAMER & SON INC, HACKENSACK NJ Addrl: 101 E BROADWAY Addr2: City: HACKENSACK State: NJ Zip: 07601 Phone: 201-468-4800 Fax: Email:joseph.olori@jfcson.us Field Contact: EDWARD PESSOLANO Alt Phone: 201-390-3947 Email: edward.pessolano@jfcson.us Working for: VEOLIA WATER ------------------------------------------------------------------------------ Comments: REFRESH MARKS WORKING ON BOTH SIDES OF THE STREET. Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/ WSCHSTR 1 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Thursday, September 26, 2024 6:54 AM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 09/26/2024 06:53 To: VIL RYE BROOK PRIMARY Transmitted: 09/26/2024 06:54 00001 Ticket: 09264-000-049-00 Type: Regular Previous Ticket: 09124-000-198-01 ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 7 To: Name: BISHOP DR S Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: CURB TO CURB, 15 FT BEHIND ALL CURBS NearSt: KING ST Means of Excavation: BACKHOE, EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL WATER SERVICE Estimated Work Complete Date: 10/11/2024 Depth of excavation: Site dimensions: Start Date and Time: 10/01/2024 07:00 Must Start By: 10/16/2024 ------------------------------------------------------------------------------ Contact Name: JOE OLORI Company: J FLETCHER CREAMER & SON INC, HACKENSACK NJ Addr1= 101 E BROADWAY Addr2: City: HACKENSACK State: NJ Zip: 07601 Phone: 201-468-4800 Fax: Email:joseph.olori@jfcson.us Field Contact: EDWARD PESSOLANO Alt Phone: 201-390-3947 Email: edward.pessolano@jfcson.us Working for: VEOLIA WATER ------------------------------------------------------------------------------ Comments: REFRESH MARKS WORKING ON BOTH SIDES OF THE STREET. = Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA / WSCHSTR i Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Thursday, September 12, 2024 7:29 AM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 09/12/2024 07:29 To: VIL RYE BROOK PRIMARY Transmitted: 09/12/2024 07:29 00003 Ticket: 09124-000-198-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State= NY County: WESTCHESTER Place: RYE BROOK Addr: From: 7 To: Name: BISHOP DR S Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: CURB TO CURB, 15 FT BEHIND ALL CURBS NearSt: KING ST Means of Excavation: BACKHOE, EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL WATER SERVICE Estimated Work Complete Date: 09/17/2024 Depth of excavation: Site dimensions: Start Date and Time: 09/17/2024 07:00 Must Start By: 10/01/2024 ------------------------------------------------------------------------------ Contact Name: JOE OLORI Company: J FLETCHER CREAMER & SON INC, HACKENSACK NJ Addr1: 101 E BROADWAY Addr2: City: HACKENSACK State: NJ Zip: 07601 Phone: 201-468-4800 Fax: Email:joseph.olori@jfcson.us Field Contact: EDWARD PESSOLANO Alt Phone: 201-390-3947 Email: edward.pessolano@jfcson.us Working for: VEOLIA WATER ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/ WSCHSTR CONED 1\1CI i Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Tuesday, September 10, 2024 4:21 PM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 09/10/2024 16:20 To: VIL RYE BROOK PRIMARY Transmitted: 09/10/2024 16:20 00006 Ticket: 09104-002-398-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 7 To: Name: BISHOP DR S Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: BOTH SIDES OF THE ROAD TO THE FRONT OF THE HOUSE NearSt: KING ST & KING ST Means of Excavation: BACKHOE Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: U Work Type: NEW SERVICE INSTALL Estimated Work Complete Date: 09/13/2024 Depth of excavation: Site dimensions: Start Date and Time: 09/13/2024 07:00 Must Start By: 09/27/2024 ------------------------------------------------------------------------------ Contact Name: KATHERINE CAMARGO Company: SUEZ WATER, WESTCHESTER Addrl: 2525 PALMER AVE Addr2: City: NEW ROCHELLE State: NY Zip: 10801 Phone: 914-637-5302 Fax: Email: katherine.camargol@veolia.com Field Contact: DIMITRI QUINN Alt Phone: 914-383-6285 Email:jason.figueroa@suez-na.com Working for: ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA / WSCHSTR CONED MCI i Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Monday, June 10, 2024 11:02 AM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 06/10/2024 11:02 To: VIL RYE BROOK PRIMARY Transmitted: 06/10/2024 11:02 00006 Ticket: 06104-001-145-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 7 To: Name: BISHOP DR S Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: LOCATE THE FRONT OF THE PROPERTY ABOUT 30FT FROM THE RD NearSt: KING ST Means of Excavation: EXCAVATOR Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: NEW HOME CONSTRUCTION Estimated Work Complete Date: 06/13/2025 Depth of excavation: 7 FEET Site dimensions: Length 40 FEET Width 35 FEET Start Date and Time: 06/13/2024 07:00 Must Start By: 06/28/2024 ------------------------------------------------------------------------------ Contact Name: VITO DIMATTEO Company: AQUA WORKS INC Addrl: 645 N BROADWAY Addr2: City: WHITE PLAINS State: NY Zip: 10603 Phone: 914-462-2557 Fax: Email: vitodimatteo4@gmail.com Field Contact: VITO DIMATTEO Alt Phone: 914-462-2557 Working for: SELF ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR i Survey of plot situate in the Town of Rye, Village Ronald Persaud of Rye Brook, County of Westchester and State of LAND SURVEYING, PC New York, shown and designated,as Lot No. 15 on „ a certain map entitled Amended Map of Gladhaven 15 south Tenth Ave Mount Vernon, N.Y. 10550 filed in the W.CO.R.O. on March 6, 1955 as Map No. Tele (914) 523-5808 7956 (formerly known as portion of Lot 9 and 10 on a certain map entitled "Map of Gladhaven, in the Email: ronaldpersaud1510@�gmaiLcom Town of Rye, N.Y. and Greenwich Conn.", dated September 14, 1948 and filed in the W.CO.R.O. on September 29, 1948 as Map No. 6664). Also known as 7 Bishop Drive South, Rye Brook, N.Y. 11BIk.1 Tax Lot 25 .12,107.39 sq.ft.(O.277 Acre) y 12"MVZP =209.66 10"M = 08.95 208.23 = 207.27= _0 24" T 90.43' 12"M p ep.�O 811 T 11 %) /F 10" M Tax Lot 30 S- King Street Homes Inc. S88 004 � 1 O" W 207.42• RHiONALD PERSAUD _5� ire Fence y 2—Story Frame Dwelling 85037 00"W mn3 .qmm 051087 W LLJ cn ��--~ • --- [V1U ;0001 r VV %aUI v iviu�,uuuiUUFU 190_62 Rim207.78-------- ------------�—fin _��v�d.atrL-------�---- -----------------_--,— ...,...n.In Inv204.47 Inv. Elev b Record MH—MH-328.4' a..;." I= �� E y�d� ► �-�j ^` , No Visible Pipe BISHOP DRIVE sou I Tidli� APR --1 2024 a No ConEdison Gas(501 Wide R.O. W.)i • Water Main PrivateZ_ Macadam Roadway Vl� LAG w l pV FY'" � oe Cl0K ------------- -------------------------------------------------------------------------- .y ._M......x...� _....._�:.. �y Macadam Cu�..., All Elevations referenced to the North American Vertical Datum of 1988. 045.50 Denotes Elevation value in feet. Unauthorized alteration or addition to this survey map is a violation of Section 7209 Subsection 2, of the New York State Education Law. No guarantee is implied by this map as to the existence or non—existence of any easements of record that would affect subject property, unless surveyor has been furnished a complete copy of the title report. Dimensions shown from structures toproperty lines are not intended to be used for construction of fences, structures or other improvements. Surveved As In Possession Surveyed:January 6, 2024 SCALE: 1 II= 1 6' Map Drafted :January 8, 2024 Index: C00-292 Foundation Surveyof plot situate in the Town of Rye, RAMSAY LAND SURVEYING, PC Village of Rye Brook, County of Westchester and State LAND SURVEYORS — PLANNERS of New York, shown and designated as Lot No. 15 3024 RADCLIFF AVENUE ,on a certain map entitled " Amended Map of Gladhcven�-I.,�..",--..,-.,�,-.,,...,,...----,.-",,..-.- j « ....o .,..� , wv... B R 0 N X, NEW Y O R K 10469 filed in the W.CO.R.O. on Mar c h 6 1955 as Map N4.1 r-�(.�rrl BILE : (646) 423-6986 L 7956 (formerly known as portion of Lot 9 and 10'J ;. I t on a certain map entitled Map of Gladhaven,in. JUL - 3 2024 X } of Rye, N.Y. and Greenwich Conn." dated �.��.a.....,...� _ �Town ��..� s, o �- Cl I September 14, 1948 and filed in the W.CO.R.O. onA� �� 4",D+�y.:wco :. ��:...., September 29, 1948 as Map No. 6664). - - h Drive South Rye Brook N.Y. Also known as 7 Bishop y , o BIk.1 Tax Lot 25 : 12,107.39 s .ft.(0.277 Acre) I Tax Lot 30 v� N/F King Street Homes Inc. 1 �1 A i) - - AIM 111 1 r )/A MSAY LIC. No. 050294-1 got 10 16 of 26 t o ram_ story me /)Iling � J o.5 LLJ W D.92' Macadam Curb M a c a Tam Curb ------------- _5_anL,5e_w_eL -M-ain--------- ,----------------------------------------��-----�----- MH—MH=328.4' B�SHOP DRIVE SOU TH No ConEdison Gas (50' Wide R . 0. W. ) Water Main(Private Macadam Roadway Macadam C r All Elevations referenced to the North American Vertical Datum of 1988. x 207.96 Denotes Elevation value in feet. Unauthorized alteration or addition to this survey map is a violation of Section 7209 Subsection 2, of the New York State Education Law. No guarantee is implied by this map as to the existence or non—existence of any easements of record that would affect subject property, unless surveyor has been furnished a complete copy of the title report. Dimensions shown from structures toproperty lines are not intended to be used for construction of fences, structures or other improvements. 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CV QUN cOU �WW O w v- Ln z ¢ W F- O O >-OQ M L-L AC D IMPORTANT IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS I"TO FIRE SPRINKLER SYSTEM "9> HEAD SPARE SPKR BOX RESPONSIBILITY TO PROVIDE HEAT THROSYSTEM RE WEN PIPE ENCLOSURES SPRINKLER ALL RISERS T 0 BE 1" SYSTEM AREAS AND IN ENCLOSURES /� � f------------- -------------1 FOR DRY PIPE,DELUGE AND OTHER I N DIAMETER U.O.N. TYPES OF VALVES CONTROLLING WATER PRESSURE GAUGE i L I WATER SUPPLIES TO SPRINKLER PRESSURE RELIEF 1 WATERFLOW SWITCH SYSTEMS. I I 2-1R"DOUBLE CHECK DETECTOR ASSEMBLY I"RELIABLE"RISER-RESIDENTIAL" BACKFLOW PREVENTER(1,2) BASE UNIT W/TEST&DRAIN&PRESSURE (REFER TO APPROVED DEPARTMENT OF HEALTH ' ' SPRINKLER SYSTEM NOTES: FR I lE_F BACKFLOW DRAWINGS FOR MAKE AND MODEL) IE � � IF= 2"xl"REDUCIIVGELBOW 'y� � AREA OF APPLICATION-SYS 1 OF 1 EXTERIORR PIPE WALLS.SHOULD NOT BE LOCATED IN �` ,.._ `m= _-._..__..= 1 M2) 2" 2" L 2"x 1-1/2"RED' IN ELB W 'I 70 BATH K-FACTOR: 4.4 INSIDE HOSE: N/A GPM Kamm / THE CONTRACTOR IS RESPONSIBLE TO INSTALL THE I �- "AD �- „ �„ L�P'` '� DENSITY/AREA: .05/2 SPKRS OUTSIDE HOSE: N/A GPM FIRE SPRINKLER SYSTEM WITHIN HEATED AREAS ONLY. L 0 AREA PER SPKR:16 x16 SQ.FT. RACK ALLOWANCE: N/A GPM Q tT�i p THE OWNER IS RESPONSIBLE TO MAINTAIN THE SYSTEM � Q J 2044 "MA T THIS SINGLE SPRINKLER HEAD 0 32.1 G.P.M.® 62.6 P.S.I. REQUIRED®BASE OF RISER ABOVE FREEZING TEMPERATURES AT ALL TIMES. z x q CHAIN�4 LOGIC VALVE oP�I(i) 2 2)iNsTAu.IroFFwAu mAwAa�wvcLFawaINFRw MAY BE SPACED AT AN 18'xl8' 33 32.1 G.P.M.® 80.7 P.S.I. REQUIRED®SUPPLY POINT OF DEVICE MAXD"6r ABOVE FINISHED FLWR(1&2) SPRAY PATTERN IN THIS AREA FIRE SPRINKLER PIPE AND EQUIPMENT INCLUDING 3)PIPE TO SAFE LOCATION(SEWM SANITARY OR FRESH AIR(3) 9.V I .LAG S E OF R Y� BROOK 4)WIRE TO CMUL ALARM PANEL AND ALARM BELL.THIS �°°"'` RISERS,FEED MAINS,BRANCH LINES,SPRINKLER WORK is BY04 m(oFTIONAL)(4) c� HEADS AND ALL FITTINGS MUST BE LOCATED WITHIN B U I LD I r'I G. D E Pf�PST IM E N T �DN HEATED SPACES.SPRINKLER PIPE SHOULD NOT BE INSTALLED IN EXTERIOR WALLS. FIRE SERVICE DETAIL bhp SECTION"A-A1l N- NEW 1-1/2"DEDICATED &L 0 eraIL BACKLFOW PREVENTER MUST BE APPROVED L� FIRE SPRINKLER SERVICE O THIS FIRE SUPPRESSION SYSTEM HAS BEEN DESIGNED BASED ON �R°°'" N.F.P.A. 13D GUIDELINES ON THE DATE INDICATED ON THE BY WESTCHEOTER DEPARTMENT OF HEALTH �' DRAWING. PROTECTION DESIGN,INC.CANNOT BE HELD BEFORE BEING INSTALLI=O 8AINHU BACKLFOW PREVENTER MUST BE APPROVED o RESPONSIBLE FOR ANY FUTURE CHANGES OF OCCUPANCY AND/OR MODIFICATIONS TO THE EXISTING FIRE SUPPRESSION SYSTEM BY WESTCHESTER DEPARTMENT OF HEALTH I� AS DESIGNED OR INSTALLED. BEFORE BEING INSTALLED >� SPRINKLERS LOCATED NEAR A HEAT SOURCE OR IN AREAS WHERE D F--------------7 THE AMBIANT TEMPERATURE MAY BE HIGH SUCH AS ATTICS, LE C 0 py � SECOND FLOOR FIRE SPRINKLER PLAN r— ELECTRIC ROOMS, UNDER SKYLIGHTS,BOILER ROOMS,KITCHENS, ETC.SHALL BE INTERMEDIATE OR HIGH TEMPERATURE TYPE. 1 I _u CONTRACTOR IS TO PROVIDE AN ACCURATE SET OF AS-BUILT I DRAWINGS TO THE OWNER INDICATING ALL CHANGES MADE IN I THE FIELD. THESE AS-BUILT DRAWINGS ARE TO REFLECT ANY ARCHITECTURAL CHANGES THAT ARE NOT SHOWN ON THE PLANS THIS SINGLE SPRINKLER HEAD A I A I MT LONG Har AS WELL AS ALL PIPE CHANGES. MAY BE SPACED AT AN 18'x18' I HANGERS SPRAY PATTERN IN THIS AREA I I PERWff� FOR CPVC PIPING REFERENCE MANUFACTERER FOR fECRE&IM I 120 �7' '� -- ---�——,�--- HANGER SUPPORT SPACING NOTE ` USE SPECIFIED SPRINKLERS ONLY y I&v 16-5, NO SUBSTITUTIONS ARE PERMITTED ,inn ALL DROPS TO BE 1'W/Ixl/2'RED COUP. 3 16-0 MAX BETWEEN SPRINKLERS Plb I 8'-0'OFF ANY WALL zi —��"'— - ----- BUILDIN SPECS I 'age of Rye Brook,N " e �q "� mim SPRINKLERS ARE OMITTED FROM THE FOLLOWING AREAS AS PER N.F.P.A.GUIDELINES- BATHROOMS LESS THAN I 55 SQUARE FEET,CLOSETS LESS THAN 24 SQUARE FEET GARAGES,OPEN PORCHES,ATTICS AND CRAWL SPACES 4'. NOT INTENDED FOR STORAGE AND/OR OCCUPANCY K S I DEWALL DEFLECTORS SHOULD psi BE LOCATED 4"-6" BELOW CEILING °" CONTRACTOR OWNER TO PROTECT SPRINKLER LEGEND TEMPERATURE(F) SIZE SPRINKLER PIPE FROM FREEZING SIN NUMBER • AS PER N.F.P.A.GUIDELINES SYM DESCRIPTION 155 165 175 200 212 ORF NPT K lZ RELIABLE MODEL RFC49 zResar� CONCEALED PENDENT 14 4.9 RA0616 (16'x16'MAX.SPACING-U.O.N.) 3�" APPROUMATE BASEMENT LEVEL FIRE SPRINKLER PLAN ` RELIABLE MODE FI/Res49 WATER PRESSURE L _ O RECESSED PENDENT 1 SIREN BELL Y�' �fi' 4.9 R3516 �+T ------. ----—' LOCATION TO BE DETERMINED (t6'x16'MAX SPACING-U.O.N.) AVAILABLE 95 P.S.I. NEW 1-1/2"DEDICATED FIRE SPRINKLER SERVICE BY AUTHORITY HAVING JURISDICTION RELIABLE MODEL Ft/Res44 ------- --�'-- « HORIZONTAL SIDEWALL SPKR 9 1 3/8' %- 4.4 R3531 � (16'xt6'MAX.SPACING-U.O.N.) NEW i-I/Z"CURB VALVE,BOX&TAP I Q,Q � FIRST FLOOR FIRE SPRINKLER PLAN BISHOP DRIVE SOUTH EXISTING 8" STREET NO REVISIONS DATE BY DESIGN CRITERIA SPRINKLER SYMBOLS AND GENERAL NOTES PIPE SCHEDULES IMPCRTANT DISCLAIMER IMPORTANT DISCLAIMER NICET or_-E E. SEAL MAINS LINES THIS DRAWING REPRESENTS THE DRAFTING WORK PERFORMED BY FIRE PROTECTION DESIGN INC.HEREAFTER KNOWN AS �'�VIM STATE MOCATIM LAW PERTAgUHG To F I E PROPOSED SINGLE FAMILY HOME HAZARD:RESISENTIAL.05 2 SPKRS IBC CODE ❑ ""'EXISTING PIPE TO REMAIN µo„��, MMU,45E O r / A BRANCH LINE OR MAIN NUMBER FPO.W.ONCE THIS DRAWING LEAVLS OUR OFFICE WE HAVE NO CONTROL OVER ANY CHANGES MADE TO THE BLUEPRINTS sE FM &14oaII�s THAT A PRO�CT anioLvr4G THE -t� �! c SPACING:16 x16 SQ. FT. MAX. NYC CODE D O �w'LtI`E.�"►' ENTIRE BUILDING FIRE SPRINKLER PLAN SCH.40 ❑ $CH. 40 ❑ AND/OR COPIES OF THE ORIGINAL DRAWING.FPO,INC.IS NOT RESPONSIBLE FOR THE INSTALLATION AND CANNOT 8E HELD ��HEALn+AND PROPERTY Ian-r BE � g,,\,�� {.s,r� PIPE SIZING:HYDRAULIC CALCULATIONS NYS CODE ❑ BY A I I q E�PROFFSMAL E3461NEIIt(PL) TI{E STATE u; 7 BISHOP DRIVE SOUTH RYE BROOK NEW WORK 10573 C S01 HYDRAULIC REFERENCE DINT SCH.1 D ❑ SCH. 10 ❑ � FOR ANY CLAIMS THAT MAY ARISE FROM THE INSTALLATION THIS SYSTEM.THE OWNER GENERAL OF NEx nEs�o4 BAw Xk , SYSTEM TYPE: WET TREE N.F.P.A. 13 ❑ = RISE SYMBOL UP OR DOWN CONTRACTOR SUB CONTRACTOR OR ANY PERSON OR ENTITY WHICH AQUIRES DR STAINS THIS DRAWING SHALL TO THE , NSTALLAson IM sva A PRQECT.AN AR(4NIECi uCF]45ED IN # GALV.40 ❑ GALV.40 ❑ -ti" GENERAL CONSTRUCTION:WOOD FRAME N.F.P.A. 14 ❑ '` '` FULLEST EXTENT PERMITTED BY LAW,INDEMNIFY AND HOLD FIRE PROTECTION DESIGN,INC.AND ITS OFFICEs,EMPLOYEES STATE l4AY ALSO oEaa t1E I115TALu1101L tHE 91STALUTIGN OF �, o<<k•,Y_��.,;, s I PLANs DRAWN BY # * RISER OR DROP PIECE WITH DIAMETER AND LENGTH GALVAO ❑ GALV.10 0 AND SUBSIDIARIES HARMLESS FROM ANY DAMAGE,LIABILITY OR COST.INCLUDING REASONABLE ATTORNEY FEES AND COST nK I>EM INIM BE NAM BY A UCf]M PLUMBER.IT IS THE - - JOB NO DWG NO �� ` ' FIRE PROTECTION DESIGN, INC. N.F.P.A. 13D■ Iu3PauanY Ls�amo�R To OBTAIN ALL NEctssARY �••'.-• �:��:5::'.; ;"1 # ®5 SPRINKLER SYSTEM OUTLET OR SYSTEM RISER CPVC PIPE ■ CPVC PIPE OFFENSE.ARfSRJC FROM ANY RE-USE OR MODIFICATIONS MADE TO THIS DRAWING AND/OR INSTALLATION of THIS v IMW PEsns�„ITS AW APPMTM To,,,E J-2118-24 1 OF 1 N.F.P.A.#13R❑ "" "• SYSTEM.IN NO E11EMT SHALL FPD,INC.BE LIABLE FOR ANY LOSS OF INCOME.PROFITS OR AND DAMAGES.FPD'S TOTAL DUMTwffOFWAR '�,'� `-, �' (845)634-2133 NICET CERTIFIED (845)634-2144 rn] ELEV. FROM UNDERSIDE SLAB TO PIPE IN INCHES COPPER L ❑ COPPER L ❑ LIABILITY ARISING OUT OF OR IN ANY WAY CONNECTED WITH THIS DRAWING WILL NOT EXCEED THE TOTAL AMOUNT OF OUR MAUtHaIM ALTE�►TIM " ,r `r PEX TUBING 0 PEX TUBING 0 CONTRACT.FURTHERMORE BY ACCEPTING THIS DRAWING THE OWNER,GENERAL CONTRACTOR,SUB—CONTRACTORS OR ANY °A'TM Io A PLAN BEARING A LICENSED PRO�oNAL "^— ++ SPKR THIS DWG TOTAL e-o ELEV. FROM PIPE TO FLOOR IN FEET AND INCHES PERSON OR ENTITY YNC)AQUIRES OR OBTAINS THIS DRAWING ACCEPTS AND AGREES TO THE TERMS OU1 JNED HEREIN. 2�`s SE-Y STATE M AT IO u sEcl'°"'xo'.sua-a"sw" G��l��.� scALE:1/8 =1 -0 DRAWN: 4/15/24 BY:J.K. COUNT 1 25 1 75 REV i Ism DATE RE-iS611E I 04/12n4 NDN SIN6LE FAKL� RESOENGE FORF�r+lr ARB 2 05/I6n4 12"M GOge4 Erosion and Sediment Control Notes 1o"M 8"T Tax Lot 30 7 OUT I. CONTRACTOR SHALL BE RESPON51BLE FOR COMPLIANCE WITH ALL SEDIMENT AND EROSON 24"T 12 N/F King Street Homes Inc. CONTROL PRACTICES. THE SEDIMENT AND EROSION CONTROL PRACTICES ARE TO BE )'-9 0.4 310"M S 8 8'0 4'10"W INSTALLED PRIOR TO ANY MAJOR 501L DISTURBANCES,AND MAINTA NED UNTIL PERMANENT PROTECTION 15 ESTABLISHED. Wi 4' -� Hi r Fence DRAM* nnZ 24"M 2. TIMELY MAINTENANCE OF SEDIMENT CONTROL STRUCTURES 15 THE RESPONSIBILITY OF THE 5 H 30"M LIST OF DRAWINGS LEGEND CONTRACTOR.ALL STRUCTURES SHALL BE MAINTAINED IN 6000 woRKN6 ORDER AT ALL TIMES.THE SED MENT LEVEL IN ALL SEDIMENT TRAPS SHALL BE CLOSELY MONITORED AND Ln Gross i SP NOTES d LE6END,ZONIN6 ANALYSIS, SEDIMENT REMOVED PROMPTLY W R WHEN MAXIMUM LEVELS ARE REACHED O AS ORDERED BY (`r) SITE PLAN,DETAILS -NEW 10 POURED CONCRETE WALL THE ENGINEER.ALL SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED ON A REGULAR 12"T I SOIL STOCKPILE LOCATION BASIS,AND AFTER EACH HEAVY RA N TO INSURE PROPER OPERATION A5 DE516NED.AN (7) Lot 15 A-1 PROJECT REOUIREMENT5 AND STANDARDS, ® 'NEA 2'x6'STUD WALL WITH 5/8'TYPE"X' IN5PEGTION SCHEDULE SHALL BE SET FORTH PRIOR TO THE START OF CONSTRUCT ON. ]q Q 00 FIRECODE GYPSUM WALL BOARD Tax Lot 25 >~ CO BASEMENT/FOUNDATION PLAN 3 THE LOCATIONS AND THE INSTALLATION TIMES OF THE SEDIMENT CAPTURING STANDARDS m A-2 FIRST,SECOND,ATTIC 4 ROOF PLAN -�SMOrE ALARMmmc.TOR SHAH-BE AS ORDERED BY THE ENGINEER,AND IN ACCORDANCE WITH THE STANDARDS SET p•0.LOt 9 ~ P.O.LOt 10 FORTH IN THI5 MANUAL. P.O.Lot 9 P. .Lot 1 ) A-3 ELEVATIONS,WINDOWS SCHEDULE © -NEN CARBON MONOXIDE DETECTOR 4. ALL TOPSO,L NOT TO BE USED FOR FINAL GRADING SHALL BE REMOVED FROM THE 5 TE Lot 14 ] Lot 16 A-4 ELEVATIONS Q -NEW HEAT DETECTOR IMMEDIATELY AND PLACED IN A 5TA5ILIZED STOCKPILE OR FILL AREA.ALL TOP501L Tax Lot 24. 1 Tax Lot 26 REOU RED FOR FINAL GRADIN6 AND STORED ON SITE SHALL BE L MED FERTILIZED. ) A-5 TYPICAL SECTIONS AND DETAILS FPSG -FIRE PROTECTION RATED W TH SELF CLOSING DEVICE TEMPORARILY SEEDED AND MULCHED WITHIN 14 DAYS _-I A4 TYPICAL MANUFACTURER DETAILS 5. ANY DISTURBED AREAS THAT WILL BE LEFT EXP05ED MORE THAN 21 DAYS AND NOT 1 A-� ELEGTRIGAL LAYOUTS 5U5JEGT TO CONSTRUCTION TRAFFIC SHALL IMMED ATELY RECEIVE TEMPORARY SEED NG. PATIO SIDE YARD MULCH SHALL BE USED IF THE SEA50N PREVENTS THE E5TABL 5HMENT OF A TEMPORARY , A-6 FLFCTRICAL LAYOUTS COVER DISTURBED AREAS SHALL BE_IMED AND FERTILIZED PROR TO TEMPORARY 25O I SETBACK 5EEDIN6. gIDE YARD15 I tt) b. ALL DISTURBED AREAS WITHIN 500 FEET OF AN INHABITED DWELL N6 SHALL BE WETTED o TgA'C OPEN REAR PORCH Z AS NECESSARY TO PROVIDE DUST CONTROL. ZONING DATA TABLE I Z f W/COVERED ROOF t Uj WINDOW WELL 210.x Gross X IV FIREPLACE 0 J 'T. THE CONTRACTOR SHALL KEEP THE ROADWAYS WITH N THE PROJECT CLEAR OF 50 L AND t n01 W Q Address: 7 Bishop Drive South DEER 5 AND 15 RE5PON5 BLE FOR ANY 5TREET GLEANING NEGE55ARY PUKING THE COURSE i 11 J Z Z OF THE PROJECT. -r WINDOW WELL Q Q S/B/L: 130.77-1-25 F1 -Story I_j 5. SEDIMENT AND EROSION CONTROL STRUCTURES SHALL BE REMOVED AND THE AREA " to Municipality: Village of Rye Brook 33 Z STABILIZED WHEN THE DRAINAGE AREA HAS BEEN PROPERLY STAB LIZED BY PERMANENT �42' i \ W- Zoning District: R-15 MEA5URE5' 28'1 NEW 2 STORY 1,-Z W _ q. ALL SEDIMENT AND EROS ON CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE 1•7' ONE FAMILY DWELLING \ - Z O N W TH CURRENT ED TION OF"WESTCHESTER COUNTY BEST MANAGEMENT PRACTICES MANUAL Frame Gate REMOVE EXISTING HOUSE, REQUIRED EXISTING PROPOSED VARIANCE FOR EROSION AND SEDIMENT CONTROL'. Garage I < FF.E■212 WALKWAY,DRIVEWAY IN THEIR LOT SIZE I Hse.No.9 2 S t o r�ENTIRETY I I Area/Lot Size 15,000 sf 12,107.39 sf no change Frame W Frontage no change ' GFE� 50' Dwelling U s aat at Ube X20 Z Horizontal circle diameter 100, - no change Sr��W" - W O g wea�ra+erteose � .v,`•c ,zlo Hse.No.S REQUIRED YARDS ` 3 - ~..:.t{ +°-' ` OPEN FRONT PORCH _•}y '�=_ _ 4'W Q Front 40' 34.5' 41' - ` ` W/COVERED ROOF - \ ;';':<`�.:,,�_;.�:.�`• / H Side 15' 9.6' 15' • - - -' /O � Side Total - ` ( ) 40 • ` • BLUESTONE WALKWAY 24.6 40.7 • AND STAIR Q DRIVEWAY �/ O Q SLOPE■48d�+ ` Rear 40' 69.4' 48.5' •. • +` `• • 1Z v .4 SL x'='=•s�,•`'��' � � � �Ic HEIGHT ` EIs '`'F;r '<�:• '. O } Gros =d' C �2 Maximum Height 30 <30 ; t P�` <f"-;`•,.~�-�,_ z \3 - 0 25.29' v Stories 2 11/2 18"T MK f sra�rRnLe at xr rere aat � ca LOT AREA COVERAGE / 0 7 `"' 2 4 0.9 2' r�srwu+rlor,rorzs ., LL Main building 16%/1,937 sf 14.3%/1,738sf 15.9%/1,933 sf L AFZA 000 rat SrcaxaILM 0:1RArIONS 61 LL WE DRY MD 5TAC E �-_ ' '_• 75.00 �' 85 37'00"W Accessory Building 40� _ t'MA"M APE or srOCAP�eW''DE 11, \ �tpON c0►�t.erlON cr�src�wb,eAcn��aLL t:e •�;�::'-: " 37�L1L- Z yr:• :": , WIT'11 F!T►St SLr I'B�Y.Ab at STitAriD�S,T1•B�I STADrl,17rD wITIt UtI I y�rATON at 14u1� _ -208.05 .207.61 Pol% `' `•' �07.03 -207.02 -1 O - +:- Deck Maximum Percent 4% - - 4 SEE s VAWrloN MT16 IdMiYL)rat t+5TAJ_Ar0N a SILT rEWCE. BC207.12 BC207. Mocodom Rim207,78 C20:. urb BC Mocodom 06.58 Curb V • Impervious Surface Coverage Inv204.47�-----�San'-sr - ��i�- ----------- --- 5o i t 5toekp i t ing Inv.Elev b cord MH-MH=328.4' r Lot 4520.7 sf(3) 2,464 SF 3,055 SF Front yard 35% 18.80% 32.4% �a Ip P DRIVE SOUTH COVERAGE PERMIT# (50' Wide R.O.W.) �-:3 Co Maximum Gross Floor Area 2,889.7 sf(2) <2,889.7sf 2,882 sf 000� - - Macadam -- Roadway--------- W -7 Minimum Usable Open Space 1,200 sf >1,200 sf >1,200 sf s ue, O� 777-,2 _ Macadam Curb DATE AV .0 DETACHED ACCESSORY BUILDINGS Minimum Distance from Main 12' - - s 1 TE PLAN m� Side 5' - - SCALE: I" = Iro' 3®.1100 •+ ao 5 r c re Ci Rear 5' - - n�fi'�''` RE ucETs. m rt)E height 1 story/15 _ _ V L FRE�"Fie LAMP BALE I} .- �8 TABLE R3m1.6 �>rook STORI"WATER +• v 8 MINIMUM ROOF LIVE LOAD 1.BALES SHALL BE PLACED N A MANAGEMENT PENT REQU I RE1"LENT " (IN LBS.PER SQ.FT. FLOW _ s-- ROW W'TN ENDS T 6+ITLY ABUTTINb ►- (1)section 250-19(H)(1)(a)When the proposed main building is located on an interior lot,the minimum front yard dimension of the HORIZONTAL PROJECTIONS) THE ADJACENT BALES SUBM TTED BY S ARATE APPLICATION - proposed main building shall be the average of the actrual front yard dimension of the closest lot with an existing main building located on TRIBUTARY LOADED AREA N 2.EACH BALE SHALL BE each side ofthe proposed structrue as illustrated in an interior lot diagam set forth below. ROOF SLOPE SC.ILIARE FEET FOR ANY y WiRE �eot�BALMEMBEDDED'N THE SO L A M NIMUM N c M STRUCTURAL MEMBER " i'• PLACED ON THE GON70ldt 4 > P.- o J B.BALES SHALL BE SECURELY R�zU \y/ p E E (2)Maximum Gross floor area=4,000+[(12,107.39-21,780)x 0.11478421]=2,889.7 sf m TO 200 2m'To 600 20I to hmm A 10 ANCHORED IN PLACE STAKES E Y OR RE-BAR DR VEIN THRHROUGH THE FLAT OR RISE LESS THAN 20 I6 12 REVISE 4"PER FOOT(1:3) BALES.THE FIRST STAKE IN EACH C� (3)Maximum Impervious surface=12,107.39-12,001=106.39 x 0.26=27.7sf Therefore 22.7+4,520=4,542.7 sf „ FLOW :,�,. BALE SHALL BE ABALES TOCq-.�M.NSL.ED TOWARD RISE 4 PER FOOT FOOT TO 16 14 12 r`Z:- PLANS LESS THAN 12"PER FOOT CI:I) PREVIOUSLY LAID SALE TO FORGE MAY 1 6 RISE 12"PER FOOT lL'i 12 12 12 L DEPTH 4.BALES SHALL BE REMOVED 2024 AND GREATER DETAIL WHEN THEY HAVE SERVED THEIR USEIFULBLOCK OR I 50 ES NOT TO DATED: BLOCK OR IMPEDE STORM FLAW TABLE R301.5 5trawbale Sediment Barriers OR DRAINAGE. MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (IN LBS.PER SQ.FT.) ALL CODES TO COi"(PLY WITI� 2020 RESIDENTIAL_ CODE OF NY6. USE LVELOADS BUILDING DEPARTMENT � UNINHABITABLE ATTICS WITHOUT STORAGE' 10 PSF E� INSULATION AND FENESTRATION REQUIREMENTS B1' COMPONENT ,rove,KIM FENCE UNINHABITABLE ATTICS WITI4 LIMITED STORAGE" 20 POP (MN.14 1/2 6AU6E W/ 1. V4 VEIN Y RE FENCE TABLE N'10112 CR-40112J OF THE 2020 RESIDENT CODE OF NY5 I. WOVEN WIRE FENCE TO BE FASTENED SECURELY O MAK b'MESH SPACING HABITABLE ATTICS AND ATTICS 30 no,MAX CENTER TO GENTEI� #- 36'MIN.LENGTH FENCE FENCE POSTS W TH W RE T ES OR STAPLES. POSTS GLIMA'E FENE3TRAT'ON SKYLIGHT GLAZED CEILNG WOOD MA95 FLOOR BASEMENT SLAB CRALL SERVED W TH FIXED S'AIRS PSF I POSTS SHALL BE STEEL E THEIR'T"OR'U TYPE OR HARDWOOD ZONE U-FACTOR" U-FACTOR FENESTRA;ION R-VALUE RAME WALL WALL R-VALUE WALL a R-VALUE t SPACE WALL PO MN.iRrm FENCE 't 2. FILTER CLOTH TO BE FASTENED SECURELY TO -VA U -VALUE' -V U H -VA U BALCONIES(EXTERIOR)AND DECKS 40 PSF POSTS DRTVeI MIN 16' EVERY 4A 032 055 0.40 49 20 OR 13•5" 8/13 19 !0/13 '0,2 ft 10/13 F RE ESCAPES 40 F'SF - .- INTO 6RO00 M�4 1//2�6AUUSE W/ TOP AND M D SECT ON TIES SPACED FENGE MALL BE WOVEN WIRE 6 KAX GUARDRAILS AND HANDRA'LS' 200 PSF �' .;': -�' -:i ,.n. r11TH ILTERCLOTH N6! MAX MESH OPENING. ' E TO�GLL E ADJOIN U ACH OTHER THEY BE Or-FILTER CLOTH BY 511X GUARDRAILS IN-FILL COMPONENTS' be POP +; T r •r a, i=►� .- r r. g 6O ACT FLOW DATE:031OV2024 INCHES AND FOLDED. F LTER CLOTH SHALL BE EITHER PASSENGER VEHICLE GARAGES' 50 PSF r. ii :� :r �: �% - FILTER APPROVED II IIOOX STAB LINKA T14ON OR PROJECT ND.:24107 ROOMS OTHER THAN SLEEPING 40 PSF ' • •� "'•` 4 PRE�ABRIGATED UN TS SHALL BE GEOFAB Y�►, at'�` ':::s: •r •FILTER CLOTH ENV'RQFENGE OR APPROVED EQUAL CLIMATIC AND GEOGRAP�IIC DESICaN CRITERIA SLEEPING ROOM$ 30 PSF ° - ' ` .� THIS BU - M19 V_ S11" DRA►�P1ETY: ,� :'•+ � �,✓5. MAINTENANCE SHALL BE PERFORMED A5 NEEDED AND MATERIAL REMOVED WHEN"BULGES DEVELOP IN C+ECKED BY: 56D/PD TABLE R30111U OF THE 2020 RESIDENT AL CODE OF NY5 STAIRS 40 P> + + 3�/ + <,,>�/ + STR�,��F"5l T FENCE. WIND DESIGN SUBJECT TO DAMAGE FROM ICE Q/y/y Qy/ TfN A PE NOTE:DEAD LOADS FOR ALL ABOVE USES SHALL BE 1m PSF SECTION � ADA FROM DETAILS PROVIDED BY:USDA-NRCS WIND- TIV BARRIER ELEVATITEID I-l�i�T�� °�? NEW Y STATE DEPARTMENT OF TRAN5PORTAT ON � '� GROUND SPECIAL SE SMIG FR05T WINTER UNDERLAY AIR MEAN ROOF LOADING SHALL BE DESKaNED uFTH A GROIN 9N01 LOAD OF 45 F9F AND A " NEW STATE DEPARTMENT OF ENVIRONMENTAL SNOW SPEED"TOPOGRAPHIC WIND BORNE DESIGN LINE �cra, DESIGN MENT FLOOD FREEZING ANNUAL DEAD LOAD OF 12 PSF FOR ROOFS OVER ATTIC SPACES OR A CONSERVATION, LOAD (MPH) EFFECTS` REGION DEBRIS CATEGORY,WEATHERING• DEPT1•P mamw TEMP* REWIRED,14AZARDSo INDEX TEMP' DEAD LOAD OF 15 P8F FOR ROOFS OTH CATHEDRAL CEILINGS BELOW NEW ORK STATE 501E t WATER CONSERVATION 30 PSF 115/120 NO YES NO D SEVERE 42" YES 15 YES =IRM MAP 000 522 NOTE:SEE 2020 RESIDENTIAL CODE OF NYS FOR ADDITIONAL OEOfd'fATION COMMITTEE Silt Fence FR SP=1 PRIOR M IHE ISSUANCE OF A C 0 AS REQUIRED BY NY STATE LAW v It WL Ar-%ro",I-/1(1%r 1110� n) REV.4 1551E DATE NDN5 Nr-.:7LE FAI,�L"� RES I ENC/E PLA� APR 12 2024 °��1T iL 04/12n4 Erosion and Sediment Control Notes 12"MS 1o"MV 8"T T x L E 12" CONTRACTOR SHALL BE RESPONSBLE FOR COMPLIANCE WTH ALL SEDMENT AND ER0510N 24"T 1 N/F King treet Homes Ir1 OK CONTROL PRACTICES. THE SEDIMENT AND EROSION CONTROL PRACTICES ARE TO BE 9 0.4 3' 010"M CLj, f5l SHof=l SOUT NSTALLED PRIOR TO ANY MAJOR 50 L D STURBANCES AND MANTA NED UNTIL PERMANENT J W r FI G D E PA RT M E lV i' PROTECTION 15 ESTABLISHED. nnz 2. TIMELY MAINTENANCE OF SEDIMENT CONTROL STRUCTURES 15 THE RESPONSIBILITY OF THE 4' 5"H 24"M 30"M � LIST OF DRAWINGS LEGEND CONTRACTOR.ALL STRUCTURES SHALL BE MAINTAINED,N 6000 W0RKIN6 ORDER AT ALL TIMES.THE SEDIMENT LEVEL IN ALL SEDIMENT TRAPS SHALL BE CLOSELY MONITORED AND lh Gross 5P-I NOTES 4 LEGEND,ZONING ANALYSIS, SEDIMENT REMOVED PROMPTLY WHEN MAXIMUM LEVELS ARE REACHED OR AS ORDERED BY 110 SITE PLAN,DETAILS -�I0 POURED CONCRETE WALL THE ENGINEER.ALL SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED ON A REGULAR 12'T SOIL STOCKPILE LOCATION BASIS,AND AFTER EACH HEAVY RAIN TO INSURE PROPER OPERATION AS DESIGNED AN 0) ID Lot 15 00 ® -NEW 2 x6'STUD WALL WITH 5/8'TYPE'X NSPECTION SCHEDULE SHALL BE SET FORTH PRIOR TO THE START OF CONSTRUCTION d' Q A-I PROJECT REQUIREMENTS AND STANDARDS, FIREGODE 6YPSUM WALL BOARD V_ Tax Lot 2 BA5EMENT/FOUNDATION PLAN 3. THE LOCATIONS AND THE NSTALLATION TIMES OF THE SEDIMENT CAPTOR N6 5TANDARD5 5O -NEW SMOKE ALARM/DETECTOR SHALL BE AS ORDERED BY THE ENGINEER,AND IN ACCORDANCE WITH THE STANDARDS SET P.O.Lot 9 P.O.Lot 9 P. .Lot 1 ) `r A-2 FIRST,5ECOND,ATTIC,4 ROOF PLAN FORTH IN THIS MANUAL. d P.0.Lot 10 A-3 ELEVATIONS,HINDOY6 5GHEDULE © -NEN CARBON MONOXIDE DETECTOR 4. ALL TOPSOIL NOT TO BE USED FOR FINAL GRADING SHALL BE REMOVED FROM THE SITE Lot 14 ( Lot 16 A-4 ELEVATIONS -NEW HEAT DETECTOR MMED ATELY AND PLACED IN A STAB LIZED STOCKPILE OR FILL AREA.ALL TOP501L Tax Lot 24. Tax Lot 26 REQUIRED FOR F NAL GRADING AND STORED ON 5 TE SHALL BE LIMED,FERTILIZED, 1 A-5 TYP CAL SEGTiON5 AND DETAILS FP5C -F RE PROTECTION RATED WITH SELF CL05 NG DEVICE 17EMPORAR LY SEEDED AND MULCHED WITHIN 4 DAYS. A4 TYPICAL MANUFACTURER DETA LS 5. ANY DISTURBED AREAS THAT W LL BE LEFT EXPOSED MORE THAN 21 DAYS AND NOT c A-'1 ELECTRICAL LAYOUTS SUBJECT TO CONSTRUCTION TRAFFIC.SHALL IMMEDIATELY RECEIVE TEMPORARY 5EEDIN6. PATIO SIDE YARD MULCH SHALL BE USED IF THE SEA50N PREVENTS THE ESTABLISHMENT OF A TEMPORARY A-8 El EGTRIGAL LAYOUTS COVER.015TURBEP AREAS SHALL BE LIMED AND FERTILIZED PRIOR TO TEMPORARY 2'SJa' SETBACK SEEDING. SIDE YARD I N ZONING DATA TABLE (6. ALL DISTURBED AREAS WITHIN 500 FEET OF AN INHAB TED DWELLIN6 SHALL BE WETTED SETOAO.1C CO I AS NECESSARY TO PROVIDE DUST CONTROL. ��x Gross x�Im PL D W J WINDOW WELL'1 n W Q . THE CONTRACTOR SHALL KEEP THE ROADWAYS WITHIN THE PROJECT CLEAR OF SOIL AND t Address: 7 Bishop Drive South DEBRIS AND 5 RESPON51BLE FOR ANY STREET CLEANING NECESSARY DURING THE COURSE _ _I Z Z S/B/L: 130.77-1-25 OF THE PROJECT. � Municipality: Village of Rye Brook 6. SEDIMENT AND EROSION CONTROL STRUCTURES SHALL BE REMOVED AND THE AREA ol 33' Z STABILIZED WHEN THE DRAINAGE AREA HAS BEEN PROPERLY STABIL ZED BY PERMANENT -42' I. `�- W- Zoning District: R-155 25� NEW 2 STORY ` ~z H q. ALL 5EDIMENT AND ER05ION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE 1.17 ONE DWELLFAMILING ��d) " Gate I DWELLING \ WITH CURRENT EDITION OF WESTCHESTER COUNTY BEST MANAGEMENT PRACTICES MANUAL Frame REMOVE EXISTING HOUSE. REQUIRED EXISTING PROPOSED VARIANCE FOR EROSION AND SEDIMENT CONTROL'. Garage < FFE•212' WALKWAY,DRIVEWAY IN THEIR LOT SIZE I I 2-S t o r)ENTIRETY ol Area/Lot Size 15,000 sf 12,107.39 sf no change Hse.No.9 I I I Frame W I U Frontage 75' 75' no change > .1' 25'�' c�FE,2Im' 15O' Dwelling � i%M aR UM 7 xa I 'Z Horizontal circle diameter 100, - no change •*�MW°u NQM �' 14.1 REQUIRED YARDS at `�` '`" - x210� / Hse.No.S Ll O Q 3 d- �/ .4'W Q ' OPEN FRONT PORCH ' Front 40' 34.5' 41' • .` W/COVERED ROOF - .9 }- Side 15' 9.6' 15' • - - __-�'T' LU pp I'' Side(Total) 40' 24.6' 40.7' • •. `++ '� \� Q OR1VEwAYJ '-)� �� + 0 z a + • i � y'�� m SLOPE•4B`k'., i / N 1 Rear 40' 69.4' 48.5' • ] ° HEIGHT d o Grosses i O 4R\�S } Maximum Height 30' <30' 25.29' 0 18"T a �`,� \ [ 1 z `33 8 0 (Y ' �t+� a n, Stories 2 1 1/2 ecPe �ruwa�es at su nice �++o� u zc s: :Z42'f , Q 4[-. LOT AREA COVERAGE / 2 0.9 2 � 0-- Main building 16%/1,937 sf 14.3%/1,738sf 15.9%/1,933 sf i��a T 5�L oe vmr Mo sT�we LU De 75.00 85°37'00"W >_ (.(ARPTION sra+wi n�eA�r+ slk l oe _ _ n/ AccessoryBuilding 4°/ - - .208.05 .207 sty u"y Ili g ° wrm emfx si.r FeNrrG OR sTRAmw.es T'FB�1 STA�AL1�w1it� O VEGETATION OR COVE - Pol/ '-.':? 207.03 •207.02 ---' Deck Maximum Percent 4% - - 4 qX 6PE6rI.ATIOw4nis M�FOR WALLATION OF GILT FDZE BC2o7.1 BC207. Mocodom ec20 Curb BC20 - im�.12 Impervious Surface Coverage ,, ---�� '�-- - Macadam �206.58 Curb m Im207 78 - In 190.62 50 5tockp na E ev by Record MH-MH=328.4' p g �nv204 47 -- Lot 4520.7 sf(3) 2,464 SF 3,055 SF t No V's•b e P'pe 6) Front yard 35% 18.80% 32.4% BISHOP DRIVE SOU TH G Edi onson os COVERAGE No C (50' Wide R.O.W.) Maximum Gross Floor Area 2,889.7 sf(2) <2,889.7sf 2,892 sf Water Moin_jPrivatej- Macadam -- Roadway- W Minimum Usable Open Space 1,200 sf >1,200 sf >1,200 sf Macodom Curb DETACHED ACCESSORY BUILDINGS Minimum Distance from Main 12' - - I S 1 TE PLAN M Side 5' - - SCALE: P = 16' Rear 5' - - 2 RE-eAR STEM PIM'*OR _1�a C� �c)E TABLE R3016 AN6LEFIRSTSTAKETOWARD 2''2'STAKES /2 TO �0 �de YVf� UJATER o IV- height 1 story/15 _ PREVIOUSLY LAID BASE IN 6ROI� INSTALLATION NOTES b ♦e-5- I of 2 3�� MINIMUM ROOF LIVE LOAD �p * t plr (IN LBS.PER SQ.FT. FLOW I BALES SHALL BE P_°�j��o'Gi.��1 REi�I�' V ENT REQUIREMENT = ROW W TH ENDS TIGHTLY' I 1, _y (1)section 2SO-19(H)(1)(a)When the proposed main building is located on an interior lot,the minimum front yard dimension of the HORIZONTAL PROJECTIONS) THE ADJACENT BALES. SUBMITTED BY SEPARATE APPLICATION t° Q 2 proposed main building shall be the average of the actrual front yard dimension of the closest lot with an existing main building located on TR BUTARY LOADED AREA IN EMEAD ��• Y Y each side ofthe proposed structrue as illustrated In an interior lot diagam set forth below. ROOF SLOPE SQUARE FEET FOR ANY wRE OR WLON 50M�5 OF 4'. U) G n> STRUCTURAL MEMBER ti PLACED ON THE CONTOUR 3.B ' �i.Y 0 �0�E 0 TO 200 201 TO 600 201 TO 600 ANGHORfd 5 C a�i (2)Maximum Gross floor area=4,000+[(12,107.39-21,780)x 0.11478421]=2,889.7 sf OR RE-BAR DRIVEN THROUGH FLAT OR RISE LESS THAN 10 16 12 Y 4"PER FOOT Ci:3) ,�{� BALES.THE FIRST STAKE IN E .p �a) (3)Maximum Impervious surface=12,107.39-12,001=106.39 x 0.26=27.7sf Therefore 22.7+4,520=4,542.7 sf FLOW BALE 5HA-L BE ANOis.F.A RISE 4 PER FOOT(1:3)TO 16 14 12 bo LESS THAN 12"PER FOOT(1:1) PREVIOUSLY LAID BALE TO FORGE + BALES TOGETHER. RISE I2"PER FOOT ll:l) 11 '2 i? \`4•DEP1H 4.BAL1=5 S}IIAL...,.13j�N1Q�r7 _ AND GREATER EMBEDDING DETAIL WHEN THEY HAVE SERVED THEIR U5EFULLNESS 50 A5 NOT TO TABLE R301.5 OR D�oR Ir�PED 5trawbale Se suo troppA MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS diment Barr'ers (IN L55.PER 50.FT.) Peo Aft ALL CODES TO CO"iPL%r WITH 2020 RESIDENTIAL CODE OF NY6. 014f '� �`g -ke USE LIVE LOADS ��J�.�' � O A ` UNINHABITABLE ATTICS WITHOUT STORAGE" 10 PSF ' INSULATION AND FENESTRATION REQUIREMENTS 81' COMPONENT VIOM KRE FENCE CNS�TIONS�GIFIGATIONSS�GIFICATIONS 2 TABLE N11022.12(R-402.12)OF THE 2020 RES'DENTAL CODE OF NYS UNINHABITABLE ATTICS WITH LIMITED STORAGE 04 20 Pep (MIN.14 1/2 6AIAE MV 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO MAX 6'MESH SPACING) HABITABLE ATTICS AND ATTICS V MAX.CUM TO CENTER) + 36'M.N.LENGTH FENCE FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS3t � I CLIMATE FENESTRAT ON SKYLIGHT GLAZED�D CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL SERVED WITH FIXED STAIRS PSF POSTS SHALL BE STEEL EITHER'T'OR"U'TYPE OR HARDWOOD 3'y�,.O�?3tiM:. t ZONE U-FACTOR b U-FACTORb FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL = R-VALUE SPACE WALL 36'MIN LENGTH FENCE ¢r., -V U -VA U -VA U TH -VA U BALCONIES IEXTEROR)AND DECKO 40 PSF POSTS DRIVEN MIN.6' 2. FILTER CLOTH TO BE FASTENED SECURELY TO " INTO 6ROUIO. WOVEN WIRE FEWE WOVEN WIRE FENCE WITH TIES SPACED EVERY 24"AT 4A 032 0.55 0.40 45 20 OR 13•5 8/13 Is I0/13 I0,2 r! I0/13 FIRE ESCAPES 40 PSF R (M K 1412 GAUGE NV TOP AND MID SECTION FENCE SHALL BE WOVEN WIRE,6' I MAX 6'MESH SPACING% MAX MESH OPENING. INFO: GUARDRAILS AND HANDRAILS' 200 PSF WITH FILTER CLOTH S. WHEN TOW 5ECTIONS OF F LTER CLOTH ADJOIN GUARDRAILS IN-FILL COMPONENTS' S0 PSF " CO►•PACT EACH OTHER THEY SHALL BE OVERLAPPED BY 5 X SO;L FLOW INCHES AND FOLDED F�LTER CLOTH SHALL BE E THEIR PATE:03/01/2024 PASSENGER VEHICLE GARAGES' s0 PSF I A I - �- FILTER X MIRAFI IOOX 5TASILINKA T14ON OR APPROVED EQUAL PROJECT NO.:24101 ROOMS OTHER THAN BLEEPING 40 PSF Y �, Z!7EMBED F LTER CLOTH 4 PREFABRICATED UN T5 SHALL BE GEOFAB SLEEPING ROOMS 30 PSFO o; A MIN.OF 6'IN 6ROU►O ENVIROFENGE OR APPROVED EQUAL 3 DRAWN BY: YK CLIMATIC AND CxEOCsRAP�-IIC�ESICxN CRITERIA 4• 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED + i 4 THE SAND IIL FENCE.TERIAL REMO�/ED WHEN'BUL 6E5"DEVELOP N CHECKED BY: 560RD TABLE R30121U OF THE 2020 RESIDENTIAL CODE OF NYS STAIRS 40 PSF + � � � 4' {'� NATNE 501E WIND DESIGN SUBJECT TO DAMAGE FROM ICE NOTE:DEAD LOADS FOR ALL ABOVE USES SHALL BE 0 POF 4 - ELEVATION SECTION ADAPTED FROM DETAILS PROVIDED BY:USDA-NRGS, WIND BARRIER NEW YORK STATE DEPARTMENT OF TRANSPORTATION, to., - ffi)F� GROUND SPECIAL SEISMIC FROST WITIV WINTER UNDERLAY AIR MEAN ROOF LOADM6 SHALL BE DE64NED WITH A GIR-111�0 SNOW LOAD OF 45 P8F AND A NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL SNOW SPEEDO TOPbC+R4PH C W'ND BORNE DESIGN LINE poom� m DESIGN MENT FLOOD FREEZING ANNUAL DEAD LOAD OF D P8F FOR ROOFS OV£R ATTiG SPACES OR A CONSERVATION, LOAD (MPH) EFFECTS` REGION' DEBRIS CATEGORY,WEATHERING' DEPT-O MOAMM TEMP* REQUIRED'HAZARDS• INDEX' TEMP] DEAD LOAD OF 6 PSF FOR ROOFS WITH CATHEDRAL CE1LMG3 BELOW ON NEW YORK STATE SOIL 4 WATER CONSERVATION 30 PSF 11BA20 NO YES NO D SEVERE 42" YES 15 YES FIRM MAP loco 522 NOTE:SEE 2020 RESIDENTIAL CODE OF NYS FOR ADDITIONAL W-OR•lAT ON COMMITTEE " 5i I t Fence RE,/.t 159Z DATE 5TRUCTURAL NOTES CON5TRUCT I ON NOTE 5: ® POST FROM ABOVE 1. COORDINATE EXACT NUMBER OF RISERS WITH FINAL GRADE. REFER TO CIVIL DRAWINGS. (3)2xb POST 2. ALL COLUMNS TO BEAR ON CONC.FOUNDATION WALLS/BEAMS. 3. ALL GUARDRAILS AND HANDRAILS SMALL COMPLY WITH 2O20 NOTE: RESIDENTIAL CODE OF NY5 SECTION R312 AND R311.18. SEE PROVIDE(5)2XIO ABOVE ALL TRIMMED OPENING UNLESS DETAILS. OTHERWISE NOTED 4. CLOTHES DRYER EXHAUST DUCT SHALL BE INSTALLED PER (SEE PROJECT REQ.AND STANDARDS NOTE 21) MI502. DRYER SHALL BE VENTED DIRECTLY TO EXTERIOR CRIA~rTm 5. PROVIDE 1/2"SHEETROCK AT UNDERSIDE OF ALL EXPOSED INTERIOR FRAMING FLOOR MEMBERS THAT ARE TJI,LVL,AND WOOD JOISTS THAT ARE SMALLER OR EQUAL TO 2"x8". b. PROVIDE 1/2"SHEETROCK FIRE BLOCKING AT UNDERSIDE OF FLOOR JOISTS AT MECH.ROOM,ELECTRICAL ROOM, Ib'-61" A A Z DROPPED CEILING AND SOFFIT. SEE DETAILS. 4 11-0 II-0 J I. REFER TO FIRE BLOCKING DETAILS. 8. PROVIDE SQUASH BLOCKS AND WEB STIFFENERS AT ALL �- POSTS,LOAD BEARING WALLS,DOUBLE JO STS AND JOIST Z HANGER LOCATIONS. REFER TO DETA LS FOR ALL REQUIRED 12"VIA.GONG. LINE OF PATIO ABOVE O N SQUASH BLOCKS AND WEB STIFFENERS. 50NOTUBE W/18"FLARE W S. INSTALL HEAT DETECTOR IN GARAGE PER R31423. INSTALL TO 42"BELOW GRAD, AS PER MFR'S SPECIFICATION. SEE DETAIL. TYP O UNEXCAVATED 0 Z _ :3 Z BLUESTONE PATIO SET ON I 9 O O b"GONG.S,_AB OVER 4"COMPACTED&RAVEL BASE. I I �►U PROJECT REOU I REMENT5 AND STANDARDS: 73 I. ALL WORK SHALL COMPLY WITH 2O20 RESIDENTIAL CODE OF N.Y.S., UNIFORM CODE,ENERGY CODE AND ALL OTHER 15'-64" in � APPLICABLE STATE AND LOCAL CODES AND ORDINANCES,AND SHALL BE DONE TO THE HIGHEST STANDARDS OF CRAFTSMANSHIP BY JOURNEYMEN OF THEIR RESPECTIVE TRADE. O 0 2. CONTRACTOR TO CHECK AND VERIFY ALL MEASUREMENTS AND DIMENSIONS AND ACTUAL CONDITIONS AT SITE.DO NOT SCALE THE DRAWINGS. - 3. ALL NOTES,DIMENSIONS,DETAILS AND JOB CONDITIONS ARE TO BE CHECKED AND VERIFIED AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO COMMENCEMENT OF WORK I r I `9 `;� W Q 4. IF DRAWINGS AND/OR DETAILS ARE SHOWN W'TH CONFLICTING INFORMATION,CONTRACTOR SHALL NOTIFY LINE OF CHIMNEY GONG.SLAB OVE :� (v ARCHITECT/ENGINEER PRIOR TO PROVIDING BID AND/OR PROCEEDING WITH WORK CONTRACTOR'S BID SHALL BE P`EIOI?E `^ uJ W BASED ON MORE EXPENSIVE DRAWING AND/OR DETAIL. - - - - - - - - - - - - - - - - N W 5. CONTRACTOR SHALL BE FAMILIAR WITH THE REQUIREMENTS OF ARTICLE 19"SAFETY OF PUBLIC PROPERTY DURING •. •oAW Q CONSTRUCTION OPERATIONS"AND SHALL BE HELD RESPONS BLE FOR THE SAFE MAINTENANCE AS PRESCRIBED _ '• I CONNECT TO m THERE-IN UNTIL COMPLETION OF WORK '�� I Ir - -- - - - - - - - - - - - - - - - - - - CULTEC6. THE ARCHITECT/ENGINEER HAS NOT BEEN RETAINED TO SUPERVISE ANY CONSTRUCTION OR INSTALLATION OF ANY 0:. 'n 3-4"EQUIPMENT. `^ 4'-8 „ 12'-0" 5" 26'-I" 5" - "% 1. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR CONTROLLED COMPACTED FILL CAPABLE OF SUPPORTING A DESIGN BEARING PRESSURE OF 4,000 P5F. � 10 w GC TO CONFIRM VIA TEST PIT. 8. ALL FOOTING ELEVATIONS AS SHOWN ARE A MINIMUM AND MAY BE LOWERED IF APPROVED BY THE ENGINEER TO OBTAIN THE DESIGN BEARING PRESSURE.ANY UNUSUAL SOIL CONDITION SHALL BE BROUGHT TO THE ATTENTION OF THE H _ I 00 RECREATION I Z ARCHITECT/ENGINEER - w S. ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE ASTM A615,GRADE 60. _ I FD I i A �� ® I _ 10. CONCRETE PROTECTION FOR REINFORCING A5 WELL AS PLACING AND FABRICATION OF REINFORCING SHALL BE IN 0 _ ' c r w I "� O l ACCORDANCE WITH THE'AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS"(A.C.I.318). � `C I x x x FV, 1 11. CONCRETE FOOTINGS SHALL DEVELOP 3,000 PS.'.IN 28 DAYS. � _JI � IST` F� �I� 12. EARTH FORMED FOOTINGS SHALL CONFORM TO THE SHAPE AND DIMENSIONS AS SHOWN ON THE DRAWINGS.ALL WATER �., I FRA)11N6 vl SHALL BE REMOVED BEFORE DEPOSITING CONCRETE.BEFORE PLACING CONCRETE,ALL EMBEDDED ITEMS SHALL BE 3 L m u r m PROPERLY PLACED,ACCURATELY POSITIONED AND MAINTAINED SECURELY IN PLACE. - Z 13. ALL MASONRY UNITS SHALL BE IN ACCORDANCE WITH ASTM C-90(F'm-1,500 PSI MIN.). - O 14. ALL MORTAR SHALL BE ASTM C-210,TYPE S. ° a STEEL COLUMN WITH 15. PROVIDE VERTICAL REINFORCING BARS AS SHOWN ON TYP.WALL SECTION. - - - - I FOOTIN&,TYP. 16. PROVIDE GALVANIZED HORIZONTAL TRUSS TYPE JO NT REINFORCING WITH NO.9 GAUGE CROSS RODS m Ifo"O.C.ON ALL 0 CONNECT TO I F gyp` --( l O CONCRETE BLOCK WALLS. GULTEGS d �B" r - I O Il. ALL REINFORCED CELLS IN CONCRETE BLOCK SHALL BE FULLY GROUTED FROM TOP TO BOTTOM OF WALL.GROUT SHALL -in WINDOW - N (3)I-3/4" LVL BE 3�000 PSI PEA GRAVEL CONCRETE WITH 8"TO 10"SLUMP. LADDER FLUSH BEAM � c F-5.. Q18. GOTRAACTOR SHALL PROVIDE ALL SHORING AND BRACING AS NEEDED TO ACCOMPLISH ALL WORK IN AN APPROVED EFR_ inv _ WINDOW WELL, IS. ALL NEW COLUMNS MUST BE PLACED ON FOOTINGS OR REINFORCED CONCRETE BLOCK CELLS AT 24"MINIMUM ON EACH L - b ® "L J 40 L O 9 WTYP U- SIDE OF THE COLUMN(48"TOTAL BEARING).GROUT SHALL BE 3000 PSI PEA GRAVEL CONCRETE WITH 8"TO 10"SLUMP. ST . I" UP p 9 5 G ST 0 20. FRAMING LUMBER SHALL BE KILN DRIED DOUGLAS FIR-LARCH GRADE SS WITH Fb=2.200 PSI.,MIN.U.ON.ON PLANS. - 11 21. ALL ELECTRIC WORK SHALL CONFORM WITH THE 2020 RESIDENTIAL CODE OF NY$ELECTRIC CODE,THE NATIONAL ? 4"STONE SHELF ON THE I 0 I 1'-9" 5' IL ELECTRIC CODE AND ANY OTHER APPLICABLE CODES. FOOTING r I� - - - - - - _ - - - O 22. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 PLUMBING CODE OF NY$,UNIFORM CODE AND ANY OTHER APPLICABLE CODES. I Irj11, .I o��_ ° `° z 23. SLOPES AND INVERT ELEVATIONS FOR PLUMBING WORK SHALL BE ESTABLISHED BEFORE ANY PIPING IS INSTALLED IN ORDER TO MAINTAIN PROPER SLOPES.ALL PIPING SHALL BE RUN TO AVOID CONFLICTS WITH OTHER TRADES. (3)i_3/4-x II-1/8" V I •• I vJ 24. ALL PIPING CONNECTIONS TO FIXTURES AND EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. FLUSH BEAM I z • ' CONCRETE FOOTING 25. CONTRACTOR SHALL PROVIDE CARBON MONOXIDE DETECTOR AS REQUIRED BY THE 2020 RESIDENTIAL CODE OF N.Y.S. i(3)I-3/4"x II-?/b"LVL ^ < TYP. R315 AND 2020 FIRE CODE OF NYS SECTION V5.CARBON MONOXIDE DETECTOR SHALL BE HARDWIRED AND al-ja 1'-O" ,_6„ FLUSH BEAM I BATHROOM Lu INTERCONNECTED W/BATTERY BACK UP. ffi.FOUhDATlO*:YtiAL..DE AIL- I o „j S„ ° 50 CFM VENTED 26. CONTRACTOR SHALL PROVIDE SMOKE ALARMS AND HEAT DETECTORS AS REQUIRED BY THE 2020 RESIDENTIAL CODE r h"PARE GOAT OR EL SI �j TO EXTERIOR Z OF N.YS.R314,NFPA 12 AND UNIFORM CODE. SMOKE ALARMS AND HEAT DETECTORS SHALL BE HARDWIRED AND R-10 RIGID FOAM INSULATION- I I - INTERCONNECTED WITH BATTERY BACK-UP. A HALTIG OR EQ.WATERPROOFING- I -LAUNDR 01 21. CONTRACTOR SHALL PROVIDE(3)2"x10"HEADERS OVER ALL NEW OPENINGS UNLESS OTHERW SE NOTED. PROVIDE(2) 10"P UR CONCRETE FOUNDATION WALL It UNEXCAVATED a1 JACK STUDS AT ALL(3)2"x10"HEADERS U.O.N. WITH 50"WIDE FOOTING O W © �, © , , •, w b"GONG.SLAB OVER b M L N 28. CONTRACTOR SHALL PATCH AND LEVEL ALL FLOORS,WALLS,CEILINGS,ETC.AFTER DEMOL TION,NEW WORK AND/OR I"AIR&AP- INSTALLATION OF PIPING,CONDUIT ETC.IS COMPLETED WITH LIKE MATERIALS. R-I9 SPRAY FOAM INSULATION- �Ci I�~ ,< VAPOR BARR ER OVER 4 29. CONTRACTOR SHALL PROVIDE A PRICE FOR ALL NEW HEATING/RADIATORS/DUCTWORK/ETG A5 NEEDED.INCLUDE IN 2x4 STUD WALL- I I a COMPACTED&RAVEL BASE m" PRICE ALL REPAIR WORK NEEDED AT REMOVED EQUIPMENT. "&WB PAINTED WHITE- I D UTILITY u- � •, � � 30. CONTRACTOR SHALL FURNISH/INSTALL ALL NEW MILLWORK,MOLDINGS,DOORS,DOOR HARDWARES,FLOORING,ETC.AS INDICATED ON DRAWINGS AS NEW TO MATCH EXISTING OR AS PER OWNER DRYE Ile _ < PROVIDE I-LAYER OF TYPE-X 31. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER VENT 01 � - - - - - - I ° GWB ON THE ENT RE CEILING v COMPARTMENTS SHALL BE FINISHED WITH A NONASSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO 6'MIN. AND THE WALLS AROUND THE . ++ 10?0 ABOVE FINISH FLOOR. ALL GYPSUM BOARD IN HIGH HUMIDITY AREAS TO BE WATER-RESISTANT TO COMPLY WITH SECTION _ I •' ° I MECH.ROOM = $ R1023.1. PROVIDE NEW SUMP PUMP AND r,� o�-� 32. CONTRACTOR TO PROVIDE DOUBLE FLOOR JOISTS AT ALL NEW AND/OR EXISTING BATHROOMS. <UNEXCAVATED ° CONNECT T TO THE CULTECS- 33. CONTRACTOR TO PATCH AND REPAIR ALL WALLS/SURFACES/FLOORS//CEILINGS/ETC.WHICH ARE EFFECTED BY COORDINATE WITH THE CIVIL DEMOLITION WORK FINISH TO MATCH EXISTING. - PROVIDE EJECTOR PUMP, ;I -• 1 •< a- < b'GONG.SLAB OVER b M L. 'ENGINEER DRAWINGS. �0 %9 CONNECT TO HOUSE SEWER. I Y o 34. CONTRACTOR TO VERIFY ALL REMOVALS REQUIRED TO COMPLETE WORK AS SHOWN ON CONSTRUCTION PLANS INCLUDING, I VAPOR BARRIER OVER 4"< < ¢ BUT NOT LIMITED TO,MECH/ELEC/PLUMBING/ETC.AND PROVIDE PRICE FOR SUCH REMOVALS. (BY OTHER) I '• t N v COMPACTED&RAVEL BA5E.•: ( > o 35. ALL FRAMING/LUMBER THAT IS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED. `•� - - - =':- - I < r <, C c F 36. CONTRACTOR SHALL DISCONNECT,RELOCATE AND RECONNECT EXISTING A/C UNIT(S)AS REQUIRED BY NEW 4"STONE SHELF ON TH .' < E Y I !i f r CONSTRUCTION. 1 < .3-1. AFTER CONSTRUCTION IS COMPLETE,CONTRACTOR WILL RETURN THE BASEMENT OR ANY ROOMS USED AS STAGING L - - - -9 - _ N `•< •< •p 10 AREAS,BACK TO ITS ORIGINAL CONATION. + 38. ALL AREAS N.I.C.SHALL BE SECURED AND PROTECTED. 0 - - 39. ALL AREAS OF WORK MUST BE CLEANED,BROOM SWEPT AND PROTECTED AT THE END OF EVERY DAY. _ L - - ' - °• - - ( � 40. CONTRACTOR SHALL PREPARE A STAGING PLAN FOR APPROVAL BY OWNER PRIOR TO COMMENCEMENT. 41. OWNER AND ARCHITECT ARE NOT RESPONSIBLE FOR SAFETY ON SITE. 42. CONTRACTOR SHALL CLEAN ALL VENT$/DUCTWORK AND PROVIDE NEW FILTERS UPON COMPLETION OF ALL HVAC WORK, AND OR GENERAL CONSTRUCTION WORK 43. GC SHALL PERFORM A BLOWER TEST IN ACCORDANCE WITH N1102.4.1.2 TO DETERMINE THE AIR INF LTRAT ON RATE. p�E0 AqC PROVIDE WHOLE HOUSE MECHANICAL VENTILATION IF REQUIRED AS PER SECTION R303.4(2020 RESIDENT AL CODE OF Co�S�i�E 014y Fop 38-611 O NYS). ' A% 44. FOR ALL COOKING APPLIANCES EQUIPPED WITH DUCTED RANGE HOODS OR DOWN DRAFT EXHAUST SYSTEMS,THE FAN BASEMENT FLOOR/ 10 ----- �� SHALL BE MIN.100 CFM. IF OVER 400 CFM,THE EXHAUST HOOD SYSTEM SHALL BE PROVIDED WITH MAKE UP AIR AS FOOTING 4 FOUNDATION FLAN PER 2020 RESIDENTIAL CODE OF NYS SECTION M1503b. ^ 45. HOT WATER PIPE INSULATION SHALL BE APPLIED TO: SCALE:I/4"=V-01' a. ALL 3/4"DIA.PIPE AND LARGER s4• l�, / 032 b. ALL PIPING LOCATED OUTSIDE A CONDITIONED SPACE. fi,"--_...-..-''•c � C. ALL PIPING FROM WATER HEATER TO DISTRIBUTION MANIFOLD. OF 114- •� d. ALL PIPING LOCATED UNDER A FLOOR SLAB. S. ALL BURIED PIPING. UFO: F. SUPPLY AND RETURN PIPING IN RECIRCULATION SYSTEMS OTHER THAN DEMAND RECIRCULATION IN ACCORDANCE WITH N110333. DATE 03/01/2024 45. ALL HEATING AND COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH ACCA MANUALS BASED ON BUILDING LOADS AND IN ACCORDANCE WITH N1103.1. T NO.:24107 46. ALL STEEL BEAMS SHALL BE A5TM A992 N-50 ke I. 41. THE HOUSE SHALL BE PROVIDED WITH VENTILATION THAT COMPLIES W/NYS RESIDENTIAL CODE SECTION M1505. ALL DRAM BY: YK OUTDOOR AIR INTAKES i EXHAUSTS SHALL HAVE AUTOMATIC GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM IS NOT OPERATING PER N110316. CIEGKED By. 56DRO DNA"Nos sn Q Q LU Z n OQ Z r z # QKQ ~ p0. to N Q z Q Q �4 � w -4 z WQ �� Q L ZO Q � OQu�� c1 LU (Y °- H IQ x mw� LU� 0 O=w wFQ -j �Z M H16tf09'aJnjoap J I O l r N 110S �� IQ �OI-fS 19 L XBj rigs-mrL (VT6) I c 6) 'w rNj �- o Hinos EIAI�!iCl d O H G! G L b6�UT AtJ 'pouMwpyl ' e Is be (� O Nb'Id 'DNIW'v`Z!4=1 JOOz4 QNb` � � � � � � � � � � � , RDN2Qis2� -11WVd 2-11DNis MAN �� A� - Q 10 J zngHLU3:1 wHQIWQ e W�Uui Q 0-W- JwfQO .. 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Ca QILD o tu LL x O_ O IL •I m „ZI NO „Q/I I� m - ININDOW NOTES REV.t ISM DATE RE-ISM 1 04/12/24 I. ALL WINDOWS AND DOORS TO BE ANDERSON 400 FOR PERMIT STANDING SEAM METAL ASPHALT ROOF SHINGLE, BOARD AND BATTEN SERIES. ALL CASEMENT AND FIXED WINDOWS TO BE ARB ROOF,SELECTION BY SELECTION BY OWNER SIDING E55ENTIAL COLLECTION. 1 05/I6/24 OWNER 2.REFER TO PLANS FOR WINDOWS AND DOORS THAT ARE NOT SHOWN ON ELEVATIONS. 3.ALL DIMENSIONS TO BE VERIFIED PRIOR TO ORDER AND INSTALLATION T.O.ROOF 4.EXTERIOR AND INTERIOR SELECTION. 4.1. ESSENTIAL CASEMENT:ULTREX FIBERGLASS INTERIOR AND EXTERIOR, COLOR:GUNMETAL INTERIOR AND nn� 12 _ EXTERIOR.HARDWARE:MATTE BLACK. 4.2.BI-FOLDIN6 DOOR#05:ELEVATE BI-FOLD DOOR II.15 I- SIDE YARD NARROW PROFILE,INTERIOR:PINE FACTORY PRIMER HEIGHT/SETBACK RATIO PAINT, EXTERIOR:ULTREX FIBER6LA55.PROVIDE II.'f5 23.4'/15'■156 FINAL PAINT,COLOR SELECTION BY OWNER. GBrIER ROOF 4.3.SLIDING PATIO DOOR#DI: ULTIMATE SLIDING PATIO DOOR,INTERIOR:WOOD,EXTERIOR:ALUMINUM GLAD, / NARROW 3 INCH GLAD,WOOD TOP AND BOTTOM SIDE YARD W SIDE /SETBACK RATIO RAIL5.HARDARE=MATTE BLACK CONTEMPORARY / 2225'/25.1'■Bl - HANDLE. \ 4.4.OUT-SWIN6 GYM DOOR#02:ULTIMATE 5WIN61N6 / — — — _ATTIC FLOOR NARROW PROFILE DOOR,INTERIOR:WOOD,EXTERIOR: ALUMINUM GLAD,3"STILES AND RAILS O 20 FLOOR US 5.PROVIDE GRILLES AS 5HOWN ON ELEVATIONS 6.PROVIDE SCREENS FOR ALL WINDOW5 AND DOORS H- '1.REFER TO ELEVATIONS FOR FIRST FLOOR AND SECOND Q FLOOR WINDOW HEAD HEIGHTS AND GENERAL FLOOR W PLAN NOTE#4/A-2.1 „ 3O 3O 10 8.ALL BEDROOMS SHALL HAVE E&RE5S WINDOW(5),(1)MIN. UJI --I P"6 q.VERIFY OPERABLE PANEL W/OWNER. IO.ALL WINOOW'S LESS THAN 15"AFF SHALL HAVE Q/ `V� ; TEMPERED 6LA55. &.C.TO VERIFY. Q p� 11.ALL WINDOWS AT BATHTUB/5HOY4ER AREA SHALL HAVE �LJ LE6 11 r PEED GL5 PER 308.4.5 NYSR . G.G.TO VERIFY SIDING,HAR9IPLANK LAP (Y SIDING,SELECTION BY _ X PRIOR TO ORDER. .p - 4 12.ALL WINDOWS LE55 THAN 3'-O"AFF AT STAIR/RAMP Q / OWNER/ Rai I9 O' LANDING. SHALL HAVE TEMPERED&LASS. G.G.TO Q T_- _ —^\ — .1 r6 2ND FLOOR A VERIFY PRIOR TO ORDER. = `'' '�^ 13.REFER TO PLANS AND ELEVATIONS FOR TEMPERED IST FL.GLG 6LA55 WINDOW AND EGRE55 WINDOW LOCATIONS. Z WINDOW HEAD 14.PROVIDE WINDOW CONTROL DEVICE WHEN WINDOW SILL 15 Q DECORATIVE COLUMN t LE55 THAN 24"AFF AND'12"AFF ABOVE EXTERIOR (L/ /1 TRIM DECORATIVE E COLUMN �r O H \� FINISHED GRADE/SURFACE AS REQUIRED BY 2020 NY5 LL RESIDENTIAL CODE R312.2. WINDOW CONTROL DEVICE /OO COLUMN,SEE PLAN,TYP �_- DI ;`9� - SHALL NOT BE INSTALLED IN EMERGENCY ESCAPE / gd 121,111. ®®®®®® \p - A WINDOWS. G.G.TO VERIFY. rC` TEMP. TEMPERED WINDOW r,� !21 /�� N QED ��t�,, EGRE55�E&RE55 WINDOW V _�3 / ED 0 .212' Q C6Z)o IR — — — IRST FLOOR _ KNOOW/DOOR 5CHEOULE - // Q — — — — — ASEMEIVT GLG TYPE UNIT ROUGH OPENINb DIMENSIONS NOTES v J EL.210.1' WIDTH HEIGHT w EL.20a.75' Q }' —' — • —- —- — AVERAGE GRADE I TW30410 3'-2' S.-I. FIRST FLOOR WINDOWS AVERAGE GRADE GRADE 210 Q � CI7 Z AT PROPERTY LINE DOOR,SIDE LIGHTS t TRANSOM BLACK ALUMINUM _ _EL.206' U2 �51 2'-5• 2'-1" ArWINb;1EMl'A5 NOTED 25.1' BY OWNER GUARDRAIL,TYP. A`EE Y Jf 15'-0" AT PROPERTY LINE A Q3 TW3046 3'-2' 4'-q' BEDROOM EGRESS WINDOWS PROVIDE BEAD BOARD AT 2 �c — ® TKW15 3'-2• 1'-?l/8' ►"uNDOWS �/ Q UNDERSIDE OF ROOF � QS DP6046 3'-2' 4'-q" STAIRCASE WINDOW (u\ n N ORT�4 (FRONT) 51 D E ELEVATION © TK*36 2'-6" 3'-q' KITCHEN WINDOW LL SCALE:1/4"=1'-O" BASEMENT FLOOR Q TmI05IO 3--0- 4'-1' BATH TEMPERED WINDOWJill ,1' (� O AW351 31-5• 2'-5• BASEMENT AWNING Oq NOT USED l IL pl TBD 31-0' '1'-0• Wl�r(2J I6'x�7r5DI LI�TE5 _Z � T— ® FvW160611 6'-0' 6'-II' OVER G &E DFRENCM E FW6b0611 6'-0' 6'-10' ULTIMATE ® SLIDING DOOR CTR51110 I TRAN50 AON TOP HM TO_ WH DOOR 12 t --_ 8 m E - _ — — ATTIC FLOOR °^m 2ND FLOOR GL6 t E ' ram. t d WOW FE_AD IND U.) 3 3 y ��T > �^E O ��_ r T3 ins LL 3S 2ND FLOOR GL6 ' -------------- WINDOW HEAD Se"L`S��EO Agchr (' 4 n311 � v � of I`f�I EL.212' INFO: FIRST FLOOR _ DATE:03/0I12024 _ BASEMPNT_GL6 _ — — - `' .• :: PROJECT NO.:24101 i DRAWN BY: YK LL L 0E•GKED BY: 560/1"D A ate ra. 50UTH CREAR) ELEVATION — — — — — — — — — — — — �ASEMEN'f FLOOR REV.t 15611E DATE FFOR PER I 04A2/24 STRUCTURAL COLLAR TIES \ \ 12 \ 16.5 \ FRONT YARD HEIGHT/SETBACK RATIO I 12 \ 28.25'/48'•BS 12 \ 65 12 425 \ \ ATTIC FLOOR \ \ 2ND FLOOR GLG WINDOW HEAD Ell I \\ \ Q H`t AOND FLOOR _ — _ _ W J _ �_ IST FL.6L6 _ _ \<Z1 _ W rr— ' WINDOW HEAD Asa W 0 - O - - - r/o\ - Ll \ 0 IV �3 EL.212' \\ O - FIRST FLOOR - _ - BASEMENT GLGcn- EL.210.1' \ I;r^ �� AVERAGE GRADE n/ 0 U d) z -V _,_J L _J AERAGE 6AE - - �- > u, AT PROPERTY LINE IIL-,-JIIL-,-JI 01 EAST SIDE ELEVATION I - - - < � 1L Qm — SCALE:1/4"=1'-0 - - - - BASEMENT FLOOR n W O T) _ z � m vJ V! z � TYP.NOTES: ASPHALT ROOF SHINGLE, �n O SELECTION BY OWNER ++ v To co o v cii 0 r ATTIC,FLOOR - - - - t �� 2ND FLOOR GLG WINDOW HEAD t SIDING,HARDIPLANK LAP L' SIDING,SELECTION BY N a OWNER LLWINDOW TRIM 0 Y A 2ND FLOOR '^ IST FL.61-6 IN INDOW HEAD - - O D 4c�/rct ` PROVIDE BEAD BOARD AT a J� 4 B UNDERSIDE OF ROOF w �' 1 I, 6' DECORATIVE COLUMN 4 TRIM OVER STRUCTURAL COLUMN, SEE PLAN,TYP E..212' IWO' FIRST FLOOR_ _ _ _ _ _ BASEMENT GL6 0 DATE:03/01/2024 in PROJECT NO.:24101 AVERAGE GRADE )®JL DRANK BY: YK ROUGFI ESTIMATE — I GUARDRAIL I I STUCCO PARGE, L PAINT CHECKED BY:BY: 560NO LL e � I- - - - -I—I vmmm W, WEST (SIDE) ELEVATION SCALE:I/4"=1'-0" �BASEMENT FLOOR — — — — — REV.t 15611E DATE • NOTES: _ COLUMN W/DECORATIVE TRIM-� I Imo, TYP I GAL FIRE BLOCKING DETAIL 1. COORDINATE W/OWNER FOR TYPE OF VENT AT ROOF RIDGE. METAL FLASHING,COLOR CLEAR 2. RIDGE VENT AND SOFFIT VENT MAYBE ELIMINATED WHEN USING SPRAY FOAM TO BE SELECTED BY OWNER " a "36 -� FOUNDATION WALL INSULATION. BLUESTONE WATER TABLE 2 x4 TOP RAIL - ABOVE NOSING x SISTER PT 2'X4'STUD 3. PROVIDE ALL SEISMIC/HURRICANE HOLD-DOWN CLAMPS AT ROOF/RAFTER 2"X3"RAIL I JOISTS CONNECTION. INSTALL AS PER MANUFACTURER'S REQUIREMENTS. 4. LUMBER SHALL BE INSTALLED AS PER MANUFACTURE'S SPECIFICATIONS. 1 1/2"DIA HANDRAIL AT 9 ° If CONTRACTOR TO PROVIDE AND INSTALL ALL ACCESSORIES REQUIRED FOR I I/2"XI I/2'-- - STAIR MOUNTED WITH ° ° INSTALLATION. BALUSTERS®4 1/2"O.G. BRACKET TO ? °• • j 3/4'PLYWOOD °�"'"d ' 5. IF CLOSED CELL FOAM 16 USED,VAPOR BARRIER 15 NOT REQUIRED. Q STONE LANDING WALL/POST. RETURN I FIRE BLOCKING SIMRSON CONNECTOR NOTES: STONE VENEER 4 4"x4"POST BEYOND HANDRAIL END TO ; WALL/POST. PROVIDE MASONRY TIES AT Ib"O.G.HORIZ., CONCRETE SLAB,REFER TO BRACKET AT 4'-0" 1. PROVIDE SIMPSON LSTA 21 STRONG-TIE AT ALL RIDGE BEAMS,TYPICAL. 24"O.G.VERT. n " PLAN AND TYP.WALL SECTION MAX)TYP. 2k4•STUD ° TOP PLATE 2. PROVIDE SIMPSON HANGERS AT ALL RAFTER/RIDGE CONNECTIONS,TYP. ° 2 x4 RAIL 3. PROVIDE SIMPSON STRONG-TIES H25 AT ALL RAFTER/TOP PLATE CONNECTION. BLOCKING / GYP.WALL BOARD FOUNDATION WALL 4. PROVIDE SIMPSON TOP MOUNT JOIST HANGERS AT ALL FLUSH MOUNT FLOOR TO BEAM y�P WHOLE PLAN PARTITION SECTION CONNECTIONS,TYP. 5. PROVIDE SIMPSON STRONG-TIE COLUMN CAPS AT ALL WOOD POST TO WOOD BEAM ALUMINUM FLASHING e a x=x x=x—x °CONCRETE SLAB W/AA.F.OVER cf7 CONNECTIONS,TYP. TYPICAL 4"PEA ,q FIRE BLOCKING DETAIL J fo. ALL SIMPSON CONNECTIONS SHALL BE INSTALLED AS PER MFR'S RECOMMENDATIONS. GRADE,VARIES b MIL VAPOR RETARDER OVER CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED ACCESSORIES. GRADE VARIES •° —x e ° GIRAVEL OVER COMPGID INSULATION ACTED 501L HANDRAIL DETAIL S CONCEALED��SPACES IN WALLS/BASEMENT w �. O SCALE:3/4 -1 0 SCALE: 3/4"=I'-O" Q TYP.GONG.FOUNDATION °• NOTE: Q R-10 CONTINUOUS #4 RE-BAR,IT O.G. • 1. A SISTERED PRESSURE TREATED BREAKS THE SPACE Q VERT.,TYP. a BETWEEN STUD WALL AND FOUNDATION INTO SMALLER RIGID INSULATION TO FOOTING COMPARTMENTS. 0) e 12"POURED CONCRETE FOUNDTION Z TYP.FOOTING ASPHALTIC--- ° WALL WITH#5 RE-BAR®24"O.G. 2. WHEN A WALL IS NOT DRYWALLED OR SHEATHED ON BOTH(WHICH 15 0 BA • WATERPROOFING INATER • n n WIALLS CAL AND DOUBLE DES ISTUD WA LS))TT14EREUMUST BENT }_ IC MIN. ° 12 x24 CONCRETE FOOTING FULL-HEIGHT FIRE BLOCK EVERY 10 FEET HORIZONTALLY. Lu WITH KEYWAY SHIELD ° FOOTING DRAIN e' -CONNECT TO — • d' TYPICAL DETAIL NEW DRYWELL _ ° ° THREE#4 RE-BAR®q"O.G. U NE UJ STONE /ENE E R FLOOR JOIST OL 50 YEAR PREMIUM ROOF-- SPRAY ON INSULATION(R-4q) 2 �� BY TIMBERLINE NV I HR.RATED SPRAYED ON SCALE: 3/4'=1'-0" #4 RE-BAR,12" 030 ROOFERS FELT WITH FIRE PROOFING NOTE: O.C./CONTINUOUS ONOT USED 8 CONGEALED SPADE 36"ICE DAM CONTRACTOR TO COORDINATE STONE DETAIL D/A—2 CEILING J015T 3/4" PLYWOOD SHEATHING WATER TABLE/STONE VENEER WALL CONTINUOUS RIDGE VENT FRONT F'ORC�-I SECTION Lu HEIGHT W/ELEVATIONS. SCALE: 3/4"=1'-0" 5IMP 0 ALL RAF�SNG TIE 2"x FIRE BLOCKING U 2"x4"RETURN ROOF RAFTERS®Ib"O.G. Z GYP.WALL BOARD AZEK FASCIA TRIM- PROVIDE 2"x8"COHAR TIES RIDGE BEAM,SEE ROOF PLAN PARTITION O OVER WOOD FA5GIA ®52"O.G.V-10"FROM THE ATTIC FLOOR 50 YEAR ROOF SHINGLES ALUM.GUTTER AND-- -' 1 AIR SEALANT,TYP. B FIRE BLOCKING DETAIL Q _ LEADERS CONNECTED TO — WOOD BASE NEW LVL HEADER(SEE PLANS) 3/4"PLYWOOD SHEATHING AT DROPPED CEILINGS/SOFFIT STORMWATER MANAGEMENT RE - '_ " BLUESTONE GAP (ZppF RAFTERS, SCALE:3/4 -1 0 � � C TO 3/4"PLYWOOD SUB-FLOOR AND Q � NOTE: \ Z OAK HARDWOOD FLOORING, SPRAY ON INSULATION R-4q �` 3/4"PLYWOOD 5HEATHING UNLESS OTHERWISE SPECIFIED HtH' PV HR.FIRE PROOFING SPRAYED ON I SAM WAY CEILINGS SOFFITS. OFF s AN BE BLOCKED IN THE } O 2"xb"SOLE PLATE FLOOR JOISTS NV � REC.ROOM �/ O CRO55 BRACING®1/5 POINTS, ? 51MP50N TOP MOUNT Q m SOLID RISER 1 INDICATES CONTINUOUS R-38 GATT INSULATION • HANGERS,TYP. ff BEAD OF AIR SEALANT,TYP STUD WALL U- IL 1/2'GYP.WALL BOARD APPROX.GRADE 2x8 COLLAR TIES®32"O.G. HEADER 2'x I BLOCKING O W R-20 SPRAY ON INSULATION "x "TOP d AP PLATES ®1/3"POINT FROM BOTTOM Ua +�— Z >- 2 b G L _ °° ETAIL AT RIDGE BEAM � O N (�/ " " 1/2'GYP.WALL BOARD �_ lillilliillillilillillilillillillillilI v 2x PLATES &CCALEd 1/2 -I-0 �:_, ca TYVEG HOUSE WRAP ��I=I I(=I I(=I ° • 2•x FIRE BI_oUCIN6 2"xb"STUDS®16"O.G. ---VAPOR BARRIER I I—III—III—III NOTE: Z r HARDIE BOARD 5101%ON 3/4"PLYWOOD —WOOD BASE 1 I I=III=)I I=I •° ALL FLASHING TO BE COPPER PROVIDE COPPER 51R0� INSTALL AS PER MANUFACTURE S°rC '1 1= = VALLEY FLASHING,TYP. 3/4"PLYWOOD 5UB-FLOOR AND I'I w SPACE 2"xb"SOLE PLATE OAK HARDWOOD FLOORING, I-I ( a = w UNLESS OTHERWISE SPECIFIED GALV STEEL BARS INTO GONG. I - 0 Z RIM BOARD,TYP. FLOOR JOISTS PARE THE INSIDE OF THE WALL W NDOW WELL to i let FL CEILING JOIST O(Z: FIRE RE BLOCKING DETAIL t ;►4 BARS VERT.32"O.G. • AT STAIR 5 T R I NG E R 2"x8" P.T.SILL PLATE - GR055 BRACING®I/3 POINTS, s14 BARS HORIZ.32"O.C. p SCALE:3/4"=1'-0" 1/2"x8"ANCHOR BOLT - R-38 BATT INSULATION ° ®6'-0"O.G.MIN.2 BOLTS a ? z (3)1-3/4"Al-1/8"LVL DROP BEAM NOTE: PER PLATE SECTION Q SECURE COLUMN TO HEADER 1. IF THE AREA BELOW THE STAIR 15 UNFINISHED, L e 1/2"GYP.WALL BOARD W W/(4)FOUR 1/4"LAG BOLTS = FIRE BLOCKS ARE REQUIRED IN THE STUD BAYS oe 5T0000 FINISH TOP PLATE d 3/4"PLYWD ° ALONGSIDE THE STRINGER IF THE AREA BENEATH �y T 3 FIRE BLOCKING IS FINISHED WITH MINIMUM I"DRYWALL,THIS Q v 3 • OPEN JOINTS OF DRAI Zt BLOCKING 15 TYPICALLY NOT REQUIRED. GRADE VARIES •° -FIBERGLASS SILL SEALER AND PIPE TO BE COVERED ° � TERMITE SHIELD WITH STRIPS OF BUIILDINN6R I = c 22y ° � X v C�C • 2'X4"STUD®I b"O.G. F ' R-10 GONTI%OV5 FOOTING DRAIN YV 2•X FIRE BLOCKING Y o & RIGID INSULATION --1/2"GYP.WALL BOARD GRAVEL AND FABRIC FILTER I 4"DIAMETER STEEL PIPE �n cr§= TO FOOTING • -CONNECT INTO DAYLIGHT COLUMN,SEE PLAN l.�'NDINE' > S t- o SPRAY ON INSULATION(R-13) °° ' ; E ASPHALTIC WATERPROOFING • (TY 12"k 12"X 1/2"BASE PLATE E Y ° 10"POURED CONCRETE FOUNDATION (TYP') I W/(4)3/4"ANCHOR BOLTS a C) WALL WITH#5 RE-BAR® 1 OVER DRYPACK • ®24"O.G.,EACH WAY - j� (2)#4 BARS o X ° —�X X • COMPRESSIBLE FILL ° VAPOR BARRIER FLOOR DRAIN TO STORM WATER ° • ° UNFINISHED SPACE DRAIN e ° ° A CONCRETE TYPICAL FOUNDATION WALLeM36"x3b"x12" FOOTING FIRE BLOCKING DETAIL (SEE DR 9 AWING#1 ON A-5) •4 BARS a "O.C.,EACH s ��a�o ARctiff • wAY,TYP. AT 5TA1R LANDING ��, �,%f.Diif �C,Q. x x SCALE:3/4 =I-0 TYPICAL WINDOW WELL DETAIL � �,a � " ALE: 3/4"=I'-O" I0 � 3 BEAM TO COLUMN/ FOOTING DETAIL SC I '� � \ SCALE: 3/4"=I'-0" 2x IRE BB`CKIN INSTALLED / ° R-10 RIGID INSULATION 1 IAITH TOP OF TUB DECK l MIN 2'AROUND PERIMETER TOP MOUNT JOIST NB�p� OF t:Es4 FOOTING DRAIN W/ 4"CONCRETE SLAB W/b"WW.F. HANGERS,TYP. 1>�0; GRAVEL AND FABRIC FILTER OVER 3/4 GRAVEL OVER NOTE: IF STUD 6 MAY BE -CONNECT TO SUMP PUMP(SEE CIVIL) COMPACTED 501E 6"x6"WOOD POST(SEE I MULTI-PLY LVL SEE FILLED OM BT BAY 15 DATE.03/01/2024 PERGOLA MANUFACTURER PLANS INSULATION TO A HEI6W OF DETAILS) 16'ABOVE TUB DECK 12"x24'CONCRETE FOOTING-- 4"DRAIN AROUND PROJECT NO.:2410" WITH KEYWAY A5EMENT PERIMETER FINISH SIMPSON STRONG-TIE DRAM�, CONNECT TO FOOTING DRAIN SIMPSON POST BASE,PBS ° I GRADE CAPS #4 RE-BAR®q"O.G. r' ECCQ/CCQ COLUMN #4 RE-BAR®12"O.G. w/ STANDOFF � � L J CHECKED BY: 560MO � WOOD POST,SEE NEW GIRDER(5) 12"DIA.CONC.SONOTUBE 3 PLANS \ #4 RE-BAR®24"O.G. W/18"DIA.FLARE AT THE BOTTOM TO 42"BELOW I NOTE: SIMPSON STRONG TIE WOOD BEAM GRADE ° " MFR'TO WOOD S NSTALLST OATIONTION. INSTALL AS FLOOR TS AS PERMETHOD E F I RE BLOCK I NG DETAIL INDICATED ' " AT TUB DECK A=5 ii " � TYPICAL WALL SECTION � A (�)TYP. FLUSH--I -ATTACH TO HEADER � SECTION °D I FRONT PORC�I BEAM TO POST DETAIL � SCALE:3/4"=1'-0" MOUNT BEAM WITH JOIST HANGERS SCALE: 3/4"=1'-0" II SCALE:3/4 =1'-0 AS SHOWN TO ALLOW SCALE: 3/4"=1'-0" FLUSH CEILING REV.t ISSUE DATE Refer to Manufacturer's Instructions for additional Installation Details and Specifications TYPICAL AIR SEALING DETAILS STRAPPING DETAILS See current iLevele(or approved equal)literature for framing connectors - -- - -- - - - -- ATTIC INSULATION When sheathing thickness exceeds Ys ATTIC FLOOR FRAMING JOIST DETAILS trim sheathing tongue at rim board Web Stiffeners RIGID INSUU110N'R-VALUENEPfH PER CIINATF Plate nail Web Stiffeners each Plate nail-16d(0.135"x 3Y2' CONPRESSIBLEWEATHERSTRIPPINGAT PERIMETER OF ENCLOSURE r SITE BUILTATM ENCLOSURE-MECI NICALLYSECURED oa�roke Trt1.E, Plate nail at 1 on-center' Blockingside. MANUFACTURED THIN- Floor panel nail-8d(0.131'x 2)4' CEILING BARRIER BOARD PROFILE ATTIC VENTED AIRSPACE panel at 6'on-center' CONTINUOUS BEAD VENTILATION BA OF SEALANT (FULL WID ATTIC INSULATION Web Stiffeners required CONTINUOUS BEAD each side at A3._W OF SEALANT Ram-toyoisI Yi IMII? ICAI TCHTOPRESSU 1Yi TimberStrand'LSL or ---CONTINUOUS MINIMAL ttAAll �j/A1 I $Q�H50yS1RONG1IE steal Toe naU il-evelt 1Ys'rim board.* EXPANDING FOAM AT S ATWEAIHERSTRPPNG ALL NEW WORK SHALL.;LIGN WINDOW PERIMETER H SEISMIC sk ONURRIC NE TES HIP RAFTER REINFORCING fi SKEWABLE ANGLES Toe nail Toe nail-10d(0.131'x 3') (LS1D1 at 6'on, Web Stiffeners TJN rim joist (H11) For rim board thicker than 1 a" MANUFACTURED PULL DOWN STAIR M CO}dBNATION p' required each x A3 /' BJSTrU,LED�l 16'0C Al Must have 1/4"minimum -Attach TJI'Joist to rim board With one 10d(0.128"x3")nail.Top nail CONTINUOUS BEAD CMAPTIES side. from •oistintorimboard. ( )WRAPPED OVER HIP RAM Joist bearing at ends.Attach 1 -WINDOW UNIT AS OF SEALANT � Q Connect corner with four 10d(0.128"x3")nails.Toe nail from side of AIR BARRIER Alm joist per A3 detail. 1- parallel closure into rim board. 1 12"RIGID INSULATION O D3 W---CONTINUOUS MINIMAL EXPANDING FOAM AT EXTERIOR INSULATED WALL CS?Dxl3t<IBJ Web stiffeners 4'-W length of 8'diameter maximum hole for 11 Ye- WINDOW PERIMETER Load from above required both 8"diameter maximum hole for I I%,- '/'reinforcement 16"deep blocking panels,6"diameter CONTINUOUS BEAD SEALING DETAIL R EAVE 1'-'Ia1fN ONRR sides at E1W 16"deep blocking panels;6'diameter on one side at E2, maximum for blocking panels 9)4' OF SEALANT SEALING DETAIL @ ATTIC PULL DOWN LU maximum for blocking panels SYz both sides a E3 deep or shorter than 12'long. CONTINUOUS BEAD i\rrS NTS deep or shorter than 12"long. Do not cut flanges. OF ADHESIVE Y18 1 Do not cut flanges. CONOF STINUOUS EALANT BEAD u - 1Y4'TimberStrandt LSL or MANUFACTURED RECESSED LIGHT ENCLOSUPE •. iLevel-lYe"rim board.Nail with ATTIC NSULATiON Q r 10d(0.131'x 3)nails,one fl Z)each at top and bottom flange. SLAIPSOir STRONG-TIE SL�IPSO\SfRU>,STR Z — Simpson Strong-Tie ,GTBi Q COILED AP(i i s 20 GAS.GAWLC►ADJUSTABLE ACa 2x4 rrummum squash blocks Attach reinforcement CONTINUOUS BEAD to joist flange with 8d(0.131' OF SEALANT LIGHT LSSU2 INSI SI ENABLE U HANGER , , DOUBLE SHEAR JOIST HANGER sRrPsm sTRoti&T� aus2a) � 1X"TimberStrandt LSLor E2 ZA J� x 2)S")nails at 6'on-center. (CS20 LSSU28 iNST-LED�?16'0 C CS2A FOR Use 2x4 minimum squash blocks to iLeveN 1Ye'rim board.Nail with Face rain y�� When reinforcing both sides, POST CAP RB>GEfU11BIN.;TIUNCS20 LSSU28FUR laCl INSTALLED td.;LLJOISTS CS transfer load around TJ/ejoist E1 9 F9 stagger nails. SEALING DETAIL(&,,UPPER WALL RRUCTURALRM(NAB,BNGAS PER TABLE 33B) IWALLED@ ALL POSTS U 10d(0.131'x 3")nails,one horizontal each at top and bottom flange. hTt CONTINUOUS BEA T EXPANDING FOAM SEALANT AT PERIMETER COr WjOUS BEAD OF SEALANT it DRYWALL CEILING PROVIDE INTERIOR SHEA LL1_RECESSEDMV� GFIXTURE 1- Filler block Attach with ten 10d(0.128'x EXTERIOR WALL AND CEILI P r TO SOFFIT ASSEMBLY 3')nails,clinched.Use ten 16d(0.135'x IRC 502-7 requires lateral Load bearing or shear wall above CONTINUOUS BEAD RpF•rQ2 3W)nails from each side with 3Y2•TJI' q must stack over wall belo OF SEALANT SEALING DETAIL A LIGHT Hanger height must joist flange widths.Use fifteen nails with restraint(blocking)at all be a minlmum of60% +j P 9 intermediate supports in CONTINUOUS BEAD CO NU So D I•TS '1' TJl oast depths realer than 16'. Backer block:Install tight pp° OF SEALANT 1_I_l ofjolst depth Seismic Design Categories OF SEALANT o ` to top mount(tight to o U bottom flange with face DO.D1,and D2 to Blocking panelir strengthen the floor CONTINUOUS MINIMAL WOOD FRAME SOFFIT ° N'IIODBE.;EI SEE PLAN mount hangers).Attach EXPANDING FOAM AT ASSEMBLY CEMENT BACKER BOARD with ten IOd(0.128"x 3) diaphragm. 2x4 minimum WINDOW PERIMETER —INTERIOR TUB SURROUND FINISH o o FOR SIZE) squash blocks W O Top mount nails,clinched when CAEHNET R TUB U o hanger possible. B1 O TUB SURROU .• Q Face mount -Backer block ys (BEYO s SR IPSONSTRONGITE-H-i -- hanger both sides of web WINDOW UNIT AS CONTINUOUS BEA OF (SE CONNECTTONUETAB,SON with single TJIL Web stiffeners SEALING DETAIL SOFFIT SEALANT SIMPSON STRONG-TIE joist AIR BARRIER L.aSTSHEETI � O 1 required each side at NTS O Web stiffeners required d sides of O PROVIDE BLOCKING AT ADJJSTABLE do STAN)OrF POST LU j- H1 hanger do not laterally support at H2 With top mount hangers,backer block required B1 Wand B2W CONTINUOUS MINIMAL STUD CAVITY AT TUB � I^ least e/a of TJI^joist top flange only for downward loads exceeding 250lbs or for Blocking panels may be EXPANDING FOAM AT AT EXTERIOR WALL BASE v! uplift conditions. O WINDOW PERIMETER ABA44 AT EA POST ANCHGRED TO Z 82 required with shear wails CONTINUOUS BEAD INSULATED EXTERIOR above or below-see detail B7 OF SEALANT INSTALL 1 12' STUD WALL CONCRETE \- w / CONTINUOUS BEAD RIGID INSULATION AT lee THIN-PROFILE WALL OF ADHESIVE BOTH HORIZONTAL AND SHEATHING RAFTER TIE TO PORCH BEAM nn/ BEAM and COLUMN DETAILS CONTINUOUS BEAD DRAINAGE PLANE VERTICAL POSITIONS CONTINUOUS BEAD O N T S w O OF SEALANT SEALANT BEARING AT WALL BEARING FOR DOOR INSTALL EXPANDING EXPANDING FOAM)VE 3/Ir GAP (� n� BEAM TO BEAM BEARING AT FOAM SEALANT AT Co OR WINDOW HEADER CONNECTION CONCRETE WALL INTENTIONAL GAPS EXPANDING FeAm1Yi'TimberStrand'LSL or iLevel`'1Ye' Strap per code it top plate bl qT 1 12" GID , O Ill rim board or Mocking for lateral is not continuous over INSULATION —WOOD FRAME NOS support FLOOR ASSEM86V E11E1\D CHL+iNEY 2, header CONTINUOUS BEAD CONTINUOUS BEAD ABOVErWI'P.aRTOF OF SEALANT OF SEALANT CAVITY INSULATION 1 (�/ ROOFQRNiN IVCONTINUOUS SILL SEALER O `+- /�///� -FULL WIDTH OF MUDSILL WUM 12- mm UBARRIER NDATION WALL AS AIR 1 12•RIGID S.aDDLE METAL COVERED � W Top mount j\j/\ INSULATION Z r hanger CONCRETE SLAB AS Protect untreated �'/\\\'/\\' AIR BARRIER SOFFIT CLOSURE Face hang r tat wood from direct \/// SEALING DETAIL I(TUB V! Column contact with /\ • '. /\r\/\/ NTS 6' concrete SEALING DETAIL A CANTILEVER T.Jle JOIST NAILING REQUIREMENTS at BEARING A\//X`\"`�� ?%ITS 3. CONTINUOUS BEAD OF SEALANT f1Z TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist SEALING DETAIL A LOWER WALL CONTINUOUS BEAD OF ADHESIVE LAP 1.61IN lk TimberStrandb LSL or (Load bearing wall above) Mrs CONTINUOUS BEAD CRICKET 1Ya'tam board. One 10d(0.128'x 3) OF SEALANT nail into each flange METAL FLASHING CONTINUOUS FILLET BEAD 1 - FLOOR TRUSS OF URETHANE SEALANT ° • ASSEM Y One Bd(0.113'x 2)4� BTW T'XPS BOND BREAK x " FREE DRAINING BACKFILL nail each side.Drive o nails at an angle at WEB STIFFENER ATTACHMENT AND FOUNDATION WALL CHIMNEY FLASHING DETAIL least 1Y2'from end. to a• Ga OF SEALANT 40 00 J4"XPS BOND BREAK LIOUID-APPLIED CAPILLARY BREAK(MUST CONTINUOUS N T S 3 OD 1/minimum bearing et Also see detail B? \ DRY TACK FREE) ii Y u7 end support;3X'minimum 1. r minimum • =I Z M E at intermediate support (1)S"for TJIa T 2/4'maximum a 10 r-p AY 0 Shear transfer.Connections equivalent to 560,560D, 4"CONCRETE SLAB- • - FILETER FABRIC PLACED UNDER PERIMETER CONTINUOUS BEAD CONRION RaFI OF SEALANT ,R _ 0~ku floor panel stalling schedule s47 joist) 6 MIL POLYETHYLENE DRAIN AND WRAPPED AROUND GRAVEL INTERIOR GYPSUM WALLBOARD E�B Web stiffener each side. .With point bad from above,install web VAPOR BARRIER • a COARSE GRAVEL(NO FINES) AS AIR BARRIER DOUBLER;FiER Li p u Rim to TJI®Joist See sizes below. stiffener tight to top flange(gap at bottom • CONTINUOUS CONCRETE FOOTING 04'"TimberStrancr LSL or 3Y2'wide TJI'rim Tight fit' flange)when there is no support below. FILTER FABRIC _ WSW _ �� R — iLevel'1Ye"rim board or joist:Toe naN with 4"GRAVEL PAD(NO FINES) =III 4• _ C'PERFORATED PERIMETER DRAIN SEALING DETAIL SECOND FLOOR Y c$s 1 Y4"wide TJW rim Joist: 10d(0.128'x 3'i Depth Minimum Web Nailing Requirements I I —I I= _ _ ATS N Cr U Y TJI Joist Series Number Nails UNDISTURBED NATIVE 4"PVC PIPE THROUGH BOTTOM OF > o One 10d(0.128"x 3')nail nails one each side 3Y2"wide TJN (in.) Stiffener Size Type SOIL OR ENGINEERED = _ _ _ _ _ _ _ = ti into each flange of TJIL joist flange floor joist End Intermediate 2 2 s wide TJI®rim 110 All %x 2s/ts' FILL AS DETERMINED BY FOOTING CONNECTING INTERIOR AND rn E Y6"- /e" s SOIL CONDITIONS EXTERIOR GRAVEL BEDS E LOOKOUT joist:One 16d(0.135'x 3 wide TJi' 210 al �x 2/6 SEALING DETAIL @ FOOTING RAFTER a to • 230 Ni 360 All Ys x 2�6 (0.113"x 2W) PROVIDE BLOCKING AT a m 3Y2'naD into each flange rim foist 3 3 NTS STUD CAVITY AT SHOWER 1/j minimum bearing s31&s33 All 1"x 2s/6 Locate rim board Joint between Joists. Top View 560&s47 All 2x4 16d AT EXTERIOR WALL STUD "" BEAM ATTACHMENT at BEARING 18" (o.13s•x 3Yi) 4 4 SEEANLANT,T BEAD OF YP 1%"TimberStrand'LSL 560D 20" 2x4 16d 5 5 INTERIOR WOOD FRAMED WALL or ILeveW 1Ye"tam board. 22" (0.135'x 3Y2) 6 11 �1/2'GYPSUM BOARD 24" 6 13 2'RIGID INSULATION PLUMBING PIPE INSTALLED DURING FRAMING Drive nails at an See from TOP PLATE-- SL\IP.�OI,HANGER ng plan(if applicable) TILE SURROUND FINISH PLATE >iI� qED ARE � E b r One 10d(0.128'x 3')nail each angle to mmm¢e or iLeveN Fran-sees Pocket CEMENT BACKER BOARD FOR MISTS AS TAB,RAFTER ¢Jam' kA side of member at bearing,1)4' splitting of plate Guide for minimum and and INSULATED EXTERIOR REQUIRED EXPANDING FOAM STUD WALL OJIPBt Oq ( Q �., R minimum from and intermediate bearinglengths. SEALANT THIN-PROFILE WALL b,- - 1 5,fi x INSULATED EXTERIOR WALL EXTERIOR WALL SHEATHING SHEATHING RAKE OVERHANG FRAMING DETAIL t '� WALL STUD N T s �• n` ;,:'�� ! iLevele Trus Joist®Headers and Beams(Refer to Manufacturer's Instructions) SEALING DETAIL Iq INTERIOR '9- Ma«ollame LVL INSTALLATION TIPS 1.3E TimberStrande and Paratlame PSL WALL INTERSECTION LSL hole zone hole zone 2 x diameter of the Subfloor adhesive will improve floor ANUFAC R D JS depth performance,but may not be required. NTS SLt,iPSON STRAP largest hole(minimum) SHOWER PAN 4'(IC NAiL SPACING ` Squash blocks and blocking panels carry SEALING DETAIL(a PIPE Hose«a Beam Areximum Rome TUTS stacked vertical loads(details B1 and 82). d 4"- iide sue Packing out the web of a TJI joist(with web FLOOR GRILLE 7\ 3'PERLIIETER ZONE O 0 P DING F ANEL FIELD L PROJECT NO:24101 0 0 0 9Yl-..Yx' 3' )• q FLOOR DUCT BOOT FR NAILING 0 0 0 11y'-11�' 3tY, stiffeners is not a substitute fors wash blocks 14.16" 4Y$ CONTINUOUS BEAD OF SEALANT' or blocking panels. F ASS B Microllame LVL and SUBFL R ELECTRICAL WIRE ParallamePSL See Illustration for ahowed hole zone When joists are doubled at non-load MAW bearing AW BY: YK allowed hole zone parallel partitions,space joists apart the width CONTINUOUS BEAD OF middleYX span of the waD for plumbing or HVAC. TOP PLATE SEALANT.TYP LESSER OF REQ'D BLOCKING 4 PEMfEiEP,ZONE C,j{zrm BY: SbD/PD d 1 3E TimberStrande LSL allowed hole zone d INSULATED FLEXIBLE 1 J,OR Y PANEL EDGE N.a 1NG Additional joist at plumbing drop(see detail). DUCT EXPANDING FOAM SEALANT General Notes MASTIC AT INNER LINER NIIN.2.\4019LOOKER °RAC'Nil' TIE AT INNER LINER SEALING DETAIL SHOWER WALL STUD Allowed hole zone suitable for headers and beams with uniform loads only. TIE AT OUTER LINER WITH THIN-PROFILE SHEATING •Round holes only NTSGABLE END14:;LL •No holes in canulevers. •No holes in headers or beams in plank orientation. Shifted RAKE OVERHANG OUTLOOKER DETAIL A=6 DO N07 cut,notch or drUl holes In headers or beams except as indicated in Illustrations and tables. Additional DO NOT cut or notch Unge. joist Plumbing drop joist SEALING DETAIL(�DUCT BOOT SEALING DETAIL WIRE NTS NTS 1`TfS LEGEND REV I Isom DATE ^FtB 2 OSA6124 corq•�Nr -JUNCTION BOX S _TOGGLE TYPE LIGHT SWITCH W/DIMMER -DUPLEX RECEPTACLE -RECESSED 0004 LIGHT 120v,ED150N BASE, -DUPLEX RECEPTACLE -60W LED,DIMMABLE. �GFI W/GROUND FAULT INT. -SCONCE FIXTURE 4 -TELEPHONE OUTLET WITH JACK o TO MAIN TELEPHONE BOX _UNDER CABINET LIGHT oRmm TME © -CABLE TV OUTLET WITH JACK -50 CFM EXHAUST FAN Z AND COAX CABLE TO MAIN Q CABLE TV BOX IN BASEMENT J -RECESSED DOWN LIGHT 120V,ED150N BASE, -RECESSED DOWN LIGHT 120V, _rb0W LED,DMMABLE,WET RATED. EDISON BASE, qWP-OUTDOOR RATED U -60W LED,WET RATED NOTE: I. CONFIRM ALL LOCATIONS OF LIGHT FIXTURES WITH OWNER V W 2. CONTRACTOR TO COORDINATE OWNER'S REQUIREMENTS FOR CAT 5/fo,TELEPHONES,AND —j TV INCLUDING POWER PRIOR TO SUBMITTING BID. W 3. PROVIDE TIMERS FOR ALL EXTERIOR FIXTURES. O 4. WALL SWITCH IN EACH BEDROOM TO CONTROL UPPER DUPLEX RECEPTACLE. 0 LL 5. PROVIDE 2x CAT fo OUTLETS IN EACH BEDROOM ON IST FLOOR/2ND FLOOR AND 2ND H FLOOR SITTING ROOM. N 6. ALL SMOKE,HEAT AND CARBON DETECTORS TO BE INTERCONNECTED AND HARDWIRED. ff LL F_ W E W tU 4 m l.l.l U � z u.l � Ev o W LLI UTDOOR RATED > W Y UNDER r7l } ----COUNTER GI ff V) FOR ow • O 77= I 1 REF '48 1L.jo 0., 1 '481 1 � (L I (� TV Lu I O --- ca Z Lu • 00 • O GFI 1 © © I I 41 • MICRO � • +18" ,�„"�x qp -S � TO 2r d FLC O 1 Q J HOOD V Z a� c!� T T 0 ,� o"q 80 5 G A r � � E 3 • 50© ti c�v � t m I I i0I T I T 14 I I vs pp � AI IA > O n o •• II O c�� 6 E Y� • L - J O u) -+ I O W G GARAGE D • OPENER SEAU AR DRYER VENT OUI D 1 • �Pt E D . tfi • ——————————————— ------ I Cyr ti•- r INFO: A WP I I f DATE:03101n024 . . 7 n nI • I i PROQt T NO.:2410'1 ON TIMER/SENSOR f WET RATE I DRAM BY: YK OJ J Q GFEGKED BY: 5612/PD SENSOR SEN50R SENSOR wtwns No 2 BASEMENT FLOOR/ FIRST FLOOR ELECTRICAL FLAN ELECTRICAL PLAN SCALE:1/4"=P-0" A=7 9CALE:1/4"=1'-0" REV.i ISSUE DATE DRAMS mLE, Z Q J a. J Q _U U w J w O O J LL U 4 b Z O W — — — — — — —— — — — — — — r—————————————————————————————— cn I I I I I I I I , w z i-U O I I Q cn 3: I , F! Jul 0 �- } ca LL � 1 Lu 1 1 w W 3 � 1 m ® W zr Q p � / \ x ------TO16tFL O p / ---- — ---- — ----/ cti 80 TOI ATTIC FLOdg::-I / TO SECOND-FLua clo O cti E MAU 0 O P w 1 1 I S��g�a��. � S Di4to�V I t / SENSOR SENSOR I 1 I 'F car.r1:=1y ' I INFO: r� r� DATE- 01l2024 LJ LJ ------------------------- PRO.EGT NO.:24107 I DRANK BY: YK OecrKf D BY: 56DAV vR�wr�s Noy SECOND ELECTRICAL PLAN ATTIC FLOOR ELECTRICAL PLAN SCALE:1/4"=I'-0" SCALE:1/4"=1'-0' A=8 As Built Survey of plot situate in the Town of Rye, Ronald Perscud Village of Rye Brook, County of Westchester and State LAND SURVEYING, PC of New York, shown and designated as Lot No. 15 on 15 south Tenth Ave a certain map entitled Amended Map of Glcdhcven$$, Mount Vernon, N.Y. 10550 filed in the W.CO.R.O. on March 6, 1955 as Map No. Te23 le (914) 5-5808 7956 (formerly known C1S portion of Lot 9 and 10 ��f �� w � Vmail: ronald0@ 92ail.com on a certain map entitled Map of Glad,� �.`Q haven, in the +�. �� D IE �� N.Y. and Greenwich Conn.", dated Town of Rye,P `� �°�` �J � s e� September 14, 1948 and filed in the W.CO.R.O. on JAN 10 2025 September 29, 1948 as Map No. 6664). Also known as 7 Bishop Drive South, Rye Brook, N.Y. �` �n� I� A, VILLAGE OF RYE BR OOK 131k.1 Tax Lot 25 : 12,107.39 sq.ft.(0.277 Acre) ��'�� 7oa�' �w�° BUILDING DEPARTMENTi. Tax Lot 30 N/F King Street Homes Inc. �� f L1• —� 0 ` 43' S 8 8 �� 4 � � Q ��,n/ RONALD PERSA .Y.S. LIC. No. 051087 /111�,Jx V1/ ----� _5' Higb Wire Fence P. o. Lot Lot 16 Tax Lot 2—Story Frame J Dwelling Hse.No.5 8.4'W Macadam curb LLJ LLJ Q-------------- 8 -5-0n,.3Q_W.VZ_d_Q�-------- .,------------------------------------------��---- ---- MH--MH-328.4' 131 SH OP DRIVE SOUTH No ConEdison Gas (50' Wide R.O.W.) Water Main Private Macadam ------- Roadway -------------------------------------------- Macadam All Elevations referenced to the North American Vertical Datum of 1988. Denotes Elevation value in feet. Unauthorized alteration or addition to this survey map is a violation of Section 7209 Subsection 2, of the New York State Education Law. No guarantee is implied by this map as to the existence or non—existence of any easements of record that would affect subject property, unless surveyor has been furnished a complete copy of the title report. Dimensions shown from structures to property lines are not intended to be used for construction of fences, structures or other improvements. �� Surveyed AS In Possess -ion Surveyed:June 29, 2024 SCALE : 1 11� 161 Map Drafted:June 30, 2024 Index: C00-292