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PERMIT # SECTION TYPE OF WORK JOB LOCATION . OWNER IIIIIIIIIIIN CONTRACTOR_ EST. COST ✓CO TCO # 13CZ3 `- 70 DATE•7. �I EXP; FEE DATE INSP�ElCT10N REC �l I II FOOTING FOUNDATION Z �� FRAMING RGH FRAMING INSULATION PLUMBING - aim uQll4a i C�Ja-�ao= L S �A * Is :)j /Coo OTHER APPROVALS a BOT PS ZBA OTHER AS-BUILT/FINAL SURVEY I REQUIRED PRIOR TO FINAL INSPECTION RGH PLUMBING - -•-- GAS SPRINKLER � ---�', -�/ / ELECTRIC LOW -VOLT ALARM AS BUILT ED v jj /� �`110 FINAL VAC03 2)) 14✓✓I GG 1� z3 -09 //fjoy � � e7o VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK NO: 23-082 Certif icette of Occupa.rtcp This is to certify that PY / 16?co b-e of, nc,, A I V having duly filed an application on mozfji 74 203 requesting a Certificate of Occupancy for the premises known as, 4/ S1'e9eJ9(-1 &I �0 , Rye Brook,NY, located in a -15 Zoning District and shown on the most current Tax Map as Section: /o?q. &-7 Block: Lot: 40 40 and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No.C�? I- I Q , issued 13 20 a ) , 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- // Construction: for the following purposes: Cave red Po rah , rya r d ec k ? vea.r J n-k. iay Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the fOI10\�in_: 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 building or in the exit facilities shall be made, and no enlargement, whether by extending on any side or by increasi in hei t s beIde nor shall the bu' g be moved from one location to another until a permit to accomplish such chan a has n btainedin e uildi nspector. MAY 2 2 2013 LBuilding Inspector,Village of Rye Brook: Date: ,UC, � V [tom L� V' G 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.ryebrook.org TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Steven E. Fews Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE May 22,2023 Michael Iacobelh 24 Sleepy Hollow Road Rye Brook,New York 10573 Re: 24 Sleepy Hollow Road, Rye Brook,New York 10573 Parcel ID#: 129.67-1-66 This document certifies that the work done under Mechanical Permit #22-033 issued on 3/7/2022 for the installation of two new condensers and two new gas fired furnaces have been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to DW IF, < For office use only: ID BUILDING I�EPA�tTMENT PERMIT 70 MAR - 7 2 223 VILLAGE OF RYE BROOK ISSUED: -7--/3-,-4/ 938 KING STREET,RYE BROOK,NEw YoRK 10573 DATE: - -dN2 VILLAGE OF RYE BROOK (914)939-0668 FEE: A — PAIDK BUILDING DEPARTMENT wMa.agi brookorg 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 ■►►►r►♦r►►►►►►►rrr►•■rrr►■►►r►►pr►rrrrrr►r rrsr►r a►►r►►rr►r►r►rr►rrr►r►r r►►rrr r►■art►►►►►r►►►•►sr►►►s►errr►r►rrrrrrrrrrrrrr► Address: 01 S Leh PpX ,yyL L 06-") "4_D YL /3/e00K; N Occupancy/Use:fCf51P6AJr1 •L Parcel ID#: IZ 9, G 7 - —6 Zone: /e/s Owner:t 11 Cl-1 A CL /A GD 3 EL L/ Address: l/�Il� P.E./R.A.or Contractor: TA P/11 //O YE I1-IF'U VEH L�Address: /_` -9 HI q h210 7d S7L•/-o1=L / i u�/ bpi Person in responsible charge: 9 � q Address: Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YOM COUNTY OF WESTCHESTER as: P lC IA A CL A CO 36Z L/ being duly sworn,deposes and says that he/she resides at (Print Name of Applicant) _ (No.and Street) in YE /3 a 6 K in the County of (�J�`S/ C�/�S/ in the State of ,that (City/Town/Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:$ 3��, e200- for the construction or alteration of: k L--A A Dp/T/UrG�5 /-;�p,(,�%Ld(/F���`�j �' - /�9 /(CAoe G),AT/D Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises 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-IO.A.of the ode of the Village of Rye Brook. 44 Sworn to before me this A' Sworn to before me this day of —Plak- 20 day of , 20 Signature of Property Owner Signature of Applicant Print k4aile o Property Owner Print Name of Applicant No Public Notary Public LAURA MOREA Notary Public 9/12/2021 Connecticut [my Commission Expires Sep 30, 2026 �yE BR1. C�k. 1982 BUILDING DEPARTMENT BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street. Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org, - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :- ��' _ / 1. ! DATE: PERMIT# � `- t ISSUED: SECT: , °' 1 BLOCK: LOT: LOCATION: 4CS�`b a \��� � UyC�S`�� V""� OCCUPANCY: 1' ❑ Violation Noted THE WORK IS... ❑ PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E BRC�uk, 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 - - - - - - - - - - - - - - - - - - - - 'D�ADDRESS : �P_ D A, Idw DATE: 1 > 16-2 r PERMIT# �'�•, ISSUED:� Y�1 SECT: `� BLOCK' LOT: LOCATION: Gh� I !I't.11 �`(�l � sr OCCUPANCY: ❑ Violation Noted THE WORK IS... ❑ PASSED FAILED /REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION C t ❑ Natural Gas UCH ec— t"4 ` ❑ L.P.Gas ❑ FUEL TANK ❑ FIRE SPRINKLER '2 �(� Y\(' G�� ` vu /� ]� ❑ FINAL PLUMBING (,�-o r_,.,X ❑ CROSS CONNECTION 1 ` ❑ FINAL ❑ OTHER OAOr �-� �� � -S. QyE BR(��, s�ttyy 1982 BUILDING DEPARTMENT `In 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 - - - - - - - - - - - - - - - - - - - - "�.'14 ` ..C,f, 1-)A , 5 V,I�-�./ r "DATE:ADDRESS: """ PERMIT# ` ISSUED: - ECT: ' C, C 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 ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER 4y tim 1932 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ,�ffASSISTANT 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: 11�W DATE: PERMIT# 1 `� ISSUED: ` 21 SECT: BLOCK: LOT: LOCATION: LL l A 1 , ' OCCUPANCY: 2 ❑ VIOLATION NOTED THE WORK IS...�CEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING Al ROUGH FRAMING [7 INSULATION \ _ ❑ NATURAL GAS J i cr U S ❑ L.P.GAS �-� VIZ1 1 O C C�C� N�P ❑ FUEL TANK C ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC�Uk. 04 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 : ZLi 7 L-l/J L-j DATE: z 2-- PERMIT# ISSUED: 7 �- SECT: ' 6 7 BLOCK: LOT: LOCATION:��r,KL l��N P NT�� ,�ti A LTS OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ NDERGROUND PLUMBING NOTES ON INSPECTION: ROUGH PLUMBING ROUGH FRAMING � ❑ INSULATION 4 ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC>uk 0 �m BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK d�❑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: C 1 OCCUPANCY: 7 1( ) v ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/REINSPECTION ❑ SITE INSPECTION /KEUIRED ❑ FOOTING V'� {kC. ���� ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING v' NOTES ON INSPECTION: ROUGH PLUMBING " C, ❑ ROUGAkRAMING ❑ INSULATION i ' ,� J U ❑ NATURAL GAS J"t ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING C� \C ❑ CROSS CONNECTION CO �\\ ❑ FINAL ❑ OTHER " c <<- S v 1 e �c� E BRC�uk Village of Rye Brook Public Works and Engineering Department 938 KING STREET•RYE BROOK,NY 10573 1982,-i• (914)939-0753 FAx(914)939-0242 INSPECTION REPORT Address: Date: :2 Name: L�G (/ G� Location: Permit#: Phone: ,% Email: Work being Inspected: 1�x/ & Work Inspected is: 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 asses Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk 7bass 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 Notgsj ,T Diagram: Signature S� O� Zm cu � OZ. Fb 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 Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - --- - - - - - - - - - - - ADDRESS : PERMITP—� L. ISSUED: SECT: BLOCK: LO LOCATION: l ` WA- ` �. OCCUPANCY: — { ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �yE BRC�,�. - '982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR CSSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK /�❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.or¢ - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - -- - ADDRESS:_ DATE: J 5i'2 PERMIT# / ' 1 ISSUED: ZL� SECT: BLOCK: LOT: LOCATION: _ �' l �`-'V �� Z�� �` OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED �Q EJECTED/ REINSPECTION ❑ SITE INSPECTION ' REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GASU� ❑ L.P. GAS C`tG ❑ FUEL TANK NV ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION l 1 ❑ FINAL �`t� -\ 1 r L lcyl V ❑ OTHER �E BRa? ,9az 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.ors - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS • V " ATE• [.��_C�� 1 PERMIT# C'-2 ISSUED: `SECT: BLOCK: LOT: ik LOCATION: VQCCUPANCY: ❑ VIOLATION NOTED THE WORK I ... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION ` 'M ` e 1 F REQUIRED ❑ FOOTING lb FOOTING DRAINAGE • ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E BRC�k. 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR •'ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - -- - - - --- - - - - - - - - - - _ �l I ADDRESS : \ "\\` DATE: PERMIT# � �\ -\� ISSUED: $\CT: `Z -ILOCK: LOT: ff' LOCATION: �, ( OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED FOOTING `13 FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING , � �29 ❑ INSULATION � ❑ NATURAL GAS W��' ❑ L.P.GAS \Le. C.3C`t c �� ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER t a` a r t s a 0 • 1 N N w 00 N N v A w "T a � � w Z `p ►no p q 00 o w � o W A00 o � Z w O U Z z W Q A r- w H aJ P� lo 0 o Z �' M Q` z z W M aITT o OON u ' 00 � AG m 0 vOi q ae o a � ~ � � O a ►� A � wQ � oZ 1-4 09 a o A F N a H - t o Z z W z o p g v� Ln U a ^ U O W z Q.I ER w ' on QI a a z t a a BUILDING DEPARTMENT VILLAGE OF RYE BROOK APR 16 2023 938 KING STREET RYE BROOK,NY 10573 VILLAGE OF RYE BROOK (914)939-0668 BUILDING DEPARTMENT www.Eyebrook.org —-- ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: 70 EP#: )`, V / 9 Approval Date: ,Permit Fee: $ Z6—o—'*02) Approval Signature: Other: *************************************** ***** ************************************************ Application dated, YZ2 3 l Z 3 is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or ove electrical equipment,wiring, fixtures, or to perform other high or low voltage electrical work as per the detailed statement described below. By signing this document, the applicant & property owner agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: Z �Z 5 R�� SBL: !Z 9_ G Zone:(,e- 2.Property Owner: /�A C-o Lx__ (('i Address: 54-/—c Phone#: Cell#: W l/ y 3 2, -Y x email: 3.Master Electrician/Licensed Installer: Z/)4LJj Address: t l-( l(2c J S� S o Lic.#: 12 t 7 Phone#: Cell#: 5�4'�—�5`Y-5 s'7'�email: DQp JC N� I NJ. /eti)QNg -a/s0 M N1 Company Name: Pp wc > C J )a Address: 5 �n-.c � �N,a 0 Uf 4.Proposed Electrical Work/Fixture Count: 5.31 Party Electrical Inspection Agency: (n� STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: //A-i j Sa,�.c.-.G ,being duly swom,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the for the legal owner and is duly authorized to make and file this application. (Master Electrician_Licensed Installer) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances,and regulations. Sworn to before me this Sworn to before me thisp c� day of ,20 day of Z ,20 Signature of Property Owner Signature of Applicant D'. kj ,j 5C ,-C: Print Name of Property Owner Print Name of Applicant Notary Public Notary Public 3/3/2023 STATEWIDE INSPECTION SERVICES, INC 1'1 Main Street,Fishkill, NY 12524 1 emoil:office@swisny.coni SWIS • = APPLICATION tel845.202.7224914.219.1062 • SWISTraining.corn Office Use Cj� J\\ 2 Elect.Permit# Date Bldg Permit�� D/—/ 7 '= Utility ID# Final Certificate# !`�/ City/Village Zip Township County r- Address Cross Street Section Block Lot , Owner Name/Address(if different than above) Contact Number M - Basement ❑1st FI. ❑2nd FI. ❑3rd FI. ❑More Than 3 FI. ❑Garage ❑Attic Aoutside ❑Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact Amt Amps Y� y Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw Incandescent Fluorescent Lr SERVICE Amperage Voltage 1 P 3P #Meters #Disconnect ❑Underground ❑New ❑Reconnect ❑Overhead ❑Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information DDAPR 2 6 2023 VILLAGE OF W(E BROOK BUILDING D'E'?ARTMENT 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 hems inspected.The applicant declares that there is no open applications for the above address with any other Inspection company.The applicant,owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Inspector Date Finalized Inspector# Company Name Date Signature Address City/State Zip Code License# Phone# D IE Qt� L IN// r®r-7�) State Wide Inspection Services i P 1080 Main Street CAC) MAY 10 2023 Fishkill, NY 12524 845 202-7224 Phone SW 0 5 VILLAGE: OF RYE- BRO"ter; 914-219-1062 Fax STATE WIDE INSPECTION SERVICES y._BUILDING L��r��r't�:�,;_� Email: officeCai)swisny.com Website: www.swisny.com Service With Integrity BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: Power and Energy Corp. Mike lacobelli 114 Pearl Street,Suite 1A 24 Sleepy Hollow Road Port Chester, NY 10573 Rye Brook, NY 10573 Located at: 24 Sleepy Hollow Road, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP 23-098 129.67 66 Certificate Number: 2023-3313 Building Permit Number: BP21-170 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: 24 Sleepy Hollow Road, Rye Brook, NY 10573 The Exterior was inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation, as set forth below,was found to be in compliance on the 81h day of May 2023. Name Quantity Rating Circuit Type LED Luminaires 04 7�+ - 1;7 Officer: Frank 1. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. to m w N o .d V1 w ` x a N 3 a�i F 011 a 0 .. M � N NJ � M j Z � O f►'1 Q z �'; y � � y b-4 O wo A W N y w �u U Q O O a z It U c "j o > m u \ T CN w = a ►� � o � z 3 a � � a U o S � OC C� p (� V1 w E• W � � z e W-1 < N . . aRnv� L� �.�i� -1�; _�= II ,�r 1-ice �. BUILDING DEPARTMENT L�' UD VILLAGE OF RYE BROOK SEP 2 2 2021 938 KING STREET RYE BROOK,NY 10573 (914)99-0668 VILLAGE OF RYE BROOK www.ryebrook.org BUILDING_DEPARTMENT ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required ^� / FOR OFFICE USE ONLY BP#: d�'� EP#: Q J—Q) J�o Approval Date: Permit Fee: $ Approval Signature: 3 2021 Other: Disapproved: (fees are non-refundable) Application dated, 9 as qa_� is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install an or remove electrical equipment, wiring, fixtures ,or to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal, State,County and Local Codes. 1.Address: 2 .$l lee i ((o SBL: 1 Z 4. `T—1— (e 6 Zone4e/s 2.Property Owner: /'7! Q2I QCp{jQ�I/ Address: 5J4+.•e Phone#: Cell#: 91 y—d13 3—7 Q1 S email: 3.Master Electrician: _DAD: S cs nnM4 Address: 1`( Pc""L s4 S a c. Ps.►'��'sl�te•w Lic.#: LZq7 Phone#: Cell#: email:�e.uei.onid eN er•�...m�Scan. Company Name: Po w w O P-!d F "go'4 Co 5-zo Address: 5,4....0 4.Proposed Electrical Work/Fixture Count: O -- ********************************************************************************************************* STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: 0A%t,sl4 S o t—r-4 ,being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) / state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the J'-Is.t_4',�C lr Go nIlna�Cm� for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) 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 regulatti^ions. Sworn to before me this Sworn to bef re me this via day of 20 day o ,20 9N 0 Signature of Property Owner Si ature of Applicant 7 D, 0("/ 5 Print Name of Property Owner i Name of Applican . Notary Public Notary Public,State o New York No.01 ME6160063 Oualified in Westchester County Commission Exoires J• ivary 29.20 8/12/202I Westchester Rockland Electrical Inspection Services, Inc. L Phone: 914-347-3595 DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue y/ Fax: 9 347-3596 Elmsford NY 10523 C 1 ' ERMR NO. TEMP# DATE CITY OR VILLAGE ZIP CODE TOWNSHIP - COUNTY STREET AND NO.OR ROAD POLE NUMBER BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION BLOCK LOT OCCUPANT'S NAME BUILDING OCCUPANCY OWNER'S NAME AND ADDRESS HOME TELEPHONE NUMBER CURRENT SUPPLIED BY FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO,OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE I FLUORE NO. H.P.EACH NO. WATTS EACH INSPECTION OUTSIDE �/� ± BASEMENT 1-FL EP 2 2 2021 2-FL 3-FL BUILOING DE ARTME T + REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: 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 AS PROVIDED BY THE APPLICANT.THE APPLICANT DECLARES THAT THERE IS NO OPEN APPLICATIONS FOR THE ABOVE WITH ANY OTHER INSPECTION COMPANY WREIS,INC.IS NOT LISTING,LABELING.UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHER CERTIFIED TESTING AGENCIES OR INSPECTION COMPANIES.THE APPLICANT,OWNER,OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FORTH FOR THE APPLICATION. SIZE OF SERVICE FEEDERS CHARACTER OF WORK NEW O ADDITIONAL❑ EXPOSED C] CONCEALED p MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD L' UNDERGROUND❑ AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. NAME OF COMPANY DATE OF APPLICATION SIGNATURE OF APPLICANT X STREET ADDRESS TELEPHONE NO. CITY OR POST OFFICE T;;;;D. LICENSE NO.WHEN APPLICABLE = a ■: a �: x •, 00 'Tt E, ao ON W CN U W ■n z a oA H \O � a C4 1-1 O 09 Lr) Q O .� 04 0 ' Q ■' 3 w � Lna z Q a A00 o W ,, O w W F ^ V ■n O v Z z OC cz w M u z zW z Q NJ 0 ,. �-+ INN*00 O w m ., Mrelli F�1 0-4 > O V O a zz z � g w � oel� x Q � � og � U r s V "`" w U itU o a W z 0 ►� g w z a64 x rq i < a. � � 11 �IF P�� �� ��a� `!�=rJ � i i li��� \+ T � 4 •',� ti4;4;41-t4-; • 5 D E D BUILDING DEPARTMENT MAR 2 8 2023 VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 VILLAGE OF RYE BROOK (914)939-0668 BUILDING DEPARTMENT www.ryebrook.org ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: rD/-/ 70 EP#: C�)-3"Q 7-C�' Approval Date: 7 n 7 1 Permit Fee: $ 575—P.Z) Approval Signature: Other: Application dated,3-D'-I=N�3 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. �7 1.Address: Z.17� (i_*�/ SBL: lc)9 i to / ��—� Zone:11l 2.Property Owner: M kc- L c�.c.u loe-[ L , Address: S 'N..�.•� Phone#: 9 1-Y '-/33- 4/2 l :>— Cell#: email: 3.Master Electrician/Licensed Installer: UA4.0;� 5o rv,r,^c, Address:_t 14 Rc- tik 5f S J.'a cztt_4-c A-, Y Lic.#: 12Q'7 Phone#: Cell#: f q->`+`�14 -Y s"Y>>email: po,,�,e�a1e,�,�, ,,, soty% q Company Name: Pow-,-r, owe( (,,.,Address: S�.v.� g1 r.�o 4.Proposed Electrical Work/Fixture Count: �" � u Or SCP-wic-r 5.31 Party Electrical Inspection Agency: S fiV=.S d STATE OF OF NEW YORK,COUNTY OF WESTCHESTER ) as: PA-•.+i S o re�,-cv-4 being duly swom,deposes and states that he/she is the applicant above named,and does further t name of individual signing as the applicant) state that(s)he is the ��J % ,,, ,,� for the legal owner and is duly authorized to make and file this application. (Master Electrician/Licensed Installer) The undersigned fuuther states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances,and regulations. Sworn to before me this a -7 * Sworn to before me this N-A,,-cA-K-L. day of /�rZ G ,20� day of Z- ,20 nn �/� Signature of Property Owner Signature of/Applicant Print Name of Property Owner Print Name of Applic Notary Public Notar ubli T,JESSICAGARCES Notary Public,State of New York Rep,No.olc4M70218 Qualified In Westd*dKCOu 3/3/2023 Cotnmiulon Expires 0612•20 _ STATEWIDE • Service With bilegrity 0:0 SWIS JOBAPPLICATION0. Office Use Elect.Permit# Date �� 1 Bldg Permit# Utility ID# o+ Final Certificate# City/Village Zip Township County Address Cross Street Section Block Lot zy S c, Owner Name/Address(if different than above) / Contact Number e S . Basement 0 1st FL Q 2nd FI. 3rd FI. More Than 3 FI. Garage Attic 0 Outside Residerift Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw Incandescent Fluorescent SERVICE Amperage Voltage 1 P 3P #Meters #Disconnect Underground 0 New Reconnect I ❑Overhead 0 Change Visual Re-Inspection Safety Re-Inspection 0 Re-Inspection Additional Information %C 1 I MAR 2 8 2023 3 VILLAGE OF RYE BROOK BUILDING DEPARTMENT This application is valid for one(1)year from the date received by SWls.This application is intended to cover the above listed items to be Inspected,if at any time of inspection additional items have bean installed,you ara 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 applkant,owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Inspector Date Finalized Inspector# Company Name Date Signature Address City/State Zip Code License# Phone# t D (� (� �/� State Wide Inspection Services A l�V� �/ 1080 Main Street Fishkill, NY 12524 T APR 17 2023 845 202-7224 Phone 914-219-1062 Fax STATE WIDE INSPECTION SERV110ES Email: office@swisny.com VILLAGE OF RYE BROOK Service with Irfteyrity BUILDING DEPARTMENT � Website: www.swisny.com BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: Power and Energy Corp. Lacubelli Residence 114 Pearl Street, Suite 1A 24 Sleepy Hollow Road Port Chester, NY 10573 Rye Brook, NY 10573 Located at: 24 Sleepy Hollow Road, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP23-075 Certificate Number: 2023-2434 Building Permit Number: 21-170 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: 24 Sleepy Hollow Road, Rye Brook, NY 10573 The Basement, First Floor,Second Floor,Attic 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 loth day of April 2023. Name Quantity Rating Circuit Type GFCI 12 AFCI 20 Switches 69 Luminaires 106 Receptacles 75 Smoke Detectors 04 C/O Smoke Detectors 03 Hood 01 Exhaust Fan 04 Cooktop 01 20AMP Oven 01 50AMP Dishwasher 01 20AMP Refrigerator 01 20AMP Microwave 01 20AMP Warm Drawer 01 Name Quantity Rating Circuit Type HVAC System 02 Service 01 200AMP Meter 01 Panel 01 Grounding and bonding of service to current codes. State Wide Inspection Services did not perform a Rough inspection (Rough Performed by WREIS). A Visual inspection and Final inspection were conducted only. ZO � o Officer: Frank J. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. Page 2 OD 71 o I N N rq 0 0 4 eq N N � N y Z o ti W py Z 7 Q co A ►-o w N w 00 Ono r� o W Z H � Z �' � � MCI Z A M U Q O Im z ~ d a z � "" g > c = m a ~ Z O Q a � � 00 w a � o all t11 U a a �, 6 cu R D [E c [E � [E DD RNOV18 2021 yE pRnv� VILLAGE OF RYE BROOK BUII PA I ERTMENT BUILDING DEPARTMENT VI 1E OF RYE BROOK 938 KlN ET RYE B"K,NY 10573 or PLUMBING PERMIT APPLICATION / Q FOR OFFICE USE ONLY BP#: �I—170 PP#: �/ ++�/ O Approval Date: NOV 2 Z 2fi2l Permit Fee:$ Cy/ '— Approval Signature: Other: Disapproved: (fen are we*-Mawlable) sss*********ss*sss*s**********sss*sssssss**ss*s*ssss**ss***s***s********************s*****s******* Application dated, ) 2/ is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/ ve 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: ,L Y pS 1 ee yu 4G ll a u-\ 10 _SBL:ic-*r 47—/—" Zone: 2.Proposed work: t7 C i �-1'�'r OP4r 1 �,� �Y1J 't'hf V' ST IV A 1) On B!A//---JJ'f�RCOM W r ,� � � d�� -.4 3.Property Owner: M,r C 14 L - X A QQpid s 2 '91eB Phone#: Cell#: ( email: 4.Master Plumber. Address: Q &- J&J 4 jtd ./47^ f/,e!0t&1',Vy 1� Lic.#: _-M Phone#: Cell#:C00277 al email. M M T L_'t/` F, Company Name: AA f Q j yl� rl l T E, Address: rg 6 d'-B AlC 1Y�1� y 1 if lu n1$1 r> INDICATE FIXTUR S&LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement 1 1st Floor ^ �1 2nd Floor o`j� CJ. 2- 3nd Floor d� 41 Floor 5'*Floor Exterior 5.•List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) 8/I M021 corlwcrio STATE OF NEW-Ye*lt OUNTY OF WL$T 4E-!iM ) as: being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing m the and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the PI L4► IBke r for the legal owner and is duly authorized to make and file this application. (indicate archi6ect,cant+actor,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. Sworn to bef me this 7-A ~ Sworn to before me this I day of / "V CM W ,20 a/ day of LLY 20 _ �l Signature of Property Owner Signature of Applicant Print Name of Property Owner Print Name of A DEAN ER RADICE SR di Notary Public NOTARY PUBLIC Notary PAR rVt t1bkNew York CONNECTICUT N0.01 BA6411287 Qualified in Bronx County MY COMMISSION EXPIRES NOVEMBER 30,2022 My Commission Expires Nov 16,2024 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. -g- lut2=1 NOV 18 2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET RYE BROOK,NY 10573 r�T AFFIDAVIT OF COMPLIANCE VILLAGE CODE 4216• 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. Gp,lnecfl"T, r/YGe rf"r 'e lj STATE OF*TGU "^Qw COUNTY OF V.ICEST412HE3` M as: residing at, / `1L�%Il14 hb USC CW - iPN46 3 BOOK f.J (Print name) - Te you live) being duly sworn,deposes and states that(s)he is the applicant above named,and further states that(s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; .�i y s'66ZPy 17bc1-vtJ 1e1). Rye Brook,NY. (lob Address i 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. (Signature of Property Owner(s)) ///c/-f�LZ /j>�O-'�'C--L L / i Print Name of Property Owner(s)) Sworn to before me this 17 day of /1/a ve rr' b"n— ,20 7—/ 422 I`:oI DEAN ALEXANDER RADICE SR NOTARY PUBLIC CONNECTICUT -3- MY COMMISSION EXPIRES NOVEMBER 30.2022 9/122021 W 7 N N N w u E �k vwwi a � o.� ►-� u u � a V a ►O N U. M I rf) . F p O c .� $ � z p g cii c F z oo � aCL co x M 8 ` . ^ w o V w 00 � CL � W \.� w a �.. oo � 1—+ O a a � w as o F tz F >410, CA z a V o C U A�j (7 °w "' 9 F Z y O u O .. G w � � av �I as a a a a xy � �� � BUILD TMENT VIL E OF RY OOK E C LE NE 938 KING ET RYE BR b ,NY 10573 (914)9 9 39-5801 MAR -3 2022 A 0 VILLAGE OF RYE BROOK APPLICATION FOR PERMIT TO INSTALL AND DING DEPARTMENT HEATING, VENTILATION AND/OR AIR CONDITIONING EQUIPMENT FOR OFFICE USE ONLY: PERMIT#: Aox)-03,3 Approval Date: MAR — ? 2022 Permit Fee: $ Approval Signature: VIA Other: Disapproved: Itr (fees are non-refundable) REQUIREMENTS FOR RELEASE OF PERMIT&CERTIFICATE OF COMPLIANCE: 1. Properly completed& Signed Application. 2. Site/Staging Plan if Required by the Building Inspector. 3. Copy of Licensed Contractor's Liability Insurance.(Village of Rye Brook must be listed as certificate holder)& Workers Compensation Insurance on a NYS Board form(Form#C 105.2 or Form#U26.3/or NY State Workers Compensation Waiver) 4. Payment of Fees/Unit:RESIDENTIAL=$100.00/unit-COMMERCIAL=$350.00/unit. 5. Inspection by the Building Department for removal and/or installation. (48 hour notice required 6. Electrical work requires a separate Electrical Permit& Electrical Inspection. 7. Plumbing/Gas work requires a separate Plumbing Permit&Plumbing Inspection. Application dated, 2 Yil,2, L is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or removal of the VA equipment as listed below.The applicant and property owner,by signing this document agrees that said equipment will be installed and/or removed in conformance with all applicable Local,County,State&Federal laws,codes,rules and regulations. / t 1. Address: Slijilll 9 JJ- ktIA0 y�l A SBL: to Z/Zone: 2. Property Owner:Ad-lael � Address: a L . Phone#: Cell#: qlq- 7.3 ti -� iS email: i 3. Contractor: �iP t d ,�� SerV Jces _ Address: Phone#: / - - 3I0. Cell#:Q �-31 y-y�a e email: \W 153Ci 4 01inp 4. Applicant: fi -- Address: ,Sa Yh to 6Ls Phone#: SIMC? C A QIIYJ RSVP Cell#: iy-3JO"41a P email: St_ Q11, C.I,bOti'2 5. Scope of Work:New Installation ri-Replacement( )-Removal( )-Other( ): 6. List Equi ment: n h S V D Qh_ c 7. Location of Equipment: I Q h C 8. Method of Installation/Removal(list all equipment needed to perform job): eA 14 Oy a or\W. tt 5 �A Un I' 1)y&iC'A two 0,11a. x,Ceuj ain%—�a( NXeX5Ib -5iie foCLjAb MA�(s Q-6a Us-nac, Tuarn� n-?A5 men+4oh� 1D54Je i\1av) "rigln+.�easr�►z I xAd C00'rWX3/A1 9 _ I 1 _1 A I 1 n__ .i- I -I, tf STATE OF-N�r COUNTY OF ) as: being duly sworn,deposes and states that he/she is the applicant above named, (ptint 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 r3p,L no 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. Sworn to before me this c2 h Sworn JQbeflore me this day of YA 1C "1 ,20 -3— day of ,20 L t— Signature of Property Owner Sign ture of plicant M/C,i-�,g�� /L� Co/o r G % G6cDlloll� _ Print Name of P��rtY Owner � Print Name of Applicant Notary Public Notary Public DEAN ALEXANDER RADICE SR fil6 Wd C.LIM ` NOTARY PUBLIC aptly PuOYD,S"Of N.Y. --_ CONNECTICUT Np.OILAW24 ColY�l / MY COMMISSION EXPIRES NOVEMBER 30,2022 C mrtdsnt;�GV fob.23 0 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. z 3/21/19 Submittal Upflow / Downflow / Horizontal Left/Right Two Stage Non-condensing Gas Fired Furnace 60,000 BTUH S8X2B060M3PSAB �0 ' o o 0 Note:Models may have a"T"in the 12th digit designating they meet California less than 40 ng/J(NOx)emissions requirements. Note:Graphics in this document are for representation only.Actual model may differ in appearance. /rUANItc�z �vL_ Oc May 2020 S8X2B060M3-SUB-1 B-EN Product Specifications MODEL S8X26O6OM3PSAB MODEL S8X2BO6OM3PSAB TYPE Upflow/Horizontal/ Type recommended High Velocity Downflow RATINGS(a) High Vel.(No:Size-Thk.) 1—16x25—1 in. 1st Stage Input BTUH 39,000 VENT PIPE DIAMETER—Min(in.) 4 Round 1st Stage Capacity BTUH(ICS) 32,000 HEAT EXCHANGER—Type Aluminized Steel 2nd Stage Input BTUH 60,000 Gauge(Fired) 20 2nd Stage Capacity BTUH(ICS)(b)(C) 49,300 ORIFICES—Main 1st Stage Temp.Rise(Min.-Max.) 20—50 Nat.Gas Qty.—Drill Size 3-45 2nd Stage Temp.Rise(Min.-Max.) 30—60 GAS VALVE Redundant-Two Stage AFUE(Wo)<<) 80 PILOT SAFETY DEVICE TYPE 120 V SIM Igniter Return Air Temp.(Min.-Max.) 55OF-80°F BURNERS—Qty 3 BLOWER DRIVE DIRECT POWER CONN.—V/Ph/HZ(e) 120/1/60 Diameter—Width(In.) 11 X 8 Ampacity(Amps) 8.5 No,Used 1 Max.Overcurrent Protection(Amps) 15 Speeds(No.) 9 PIPE CONN.SIZE(in.) 1/2 CFM vs.in.w.g. See Fan Performance DIMENSIONS Table Motor HP 1/2 Uncrated(In.) 34 x 17.5 x 28.75 RPM 1075 Crated(In.) 35.5 x 19.5 x 30.87 Volts/Ph/Hz 120/1/60 WEIGHT FLA 6.4 Shipping(Lbs.)/Net(Lbs.) 130/122 COMBUSTION FAN—Type Centrifugal (a) For U.S.applications,above input ratings(BTUH)are up to 2,000 feet,derate 4/o per 1,000 feet for elevations above 2,000 feet above Drive—No.Speeds Direct-2 sea level. (b) Central Furnace heating designs are certified to ANSI Z21.47/CSA Motor HP—RPM 3300/2600 2.3—latest edition. W Based on U.S.government standard tests. Volts/Ph/Hz 120/1/60 (a) Refer to the Installer's Guide. FLA 0.30 (e) The above wiring specifications are in accordance with National Electrical Code;however,installations must comply with local codes. FILTER—Furnished? No S8X2BO60M3-SUB-1 B-EN 3 t� Air Conditioning&Heating GSXC16 /,V , � COOLING CAPACI t"00)o - 60,000 eru/H HIGH-EFFICIENCY SPLIT SYSTEM AIR CONDITIONER UP TO 17 SEER Contents Nomenclature......................................2 Product Specifications..........................3 Expanded Cooling Data........................4 Dimensions.........................................20 Wiring Diagram..................................21 t>►�!. /� Accessories.........................................22 5M ART ComfortBrldge CoolCloud SP M technology Standard Features Cabinet Features • High-efficiency two-stage scroll compressor • Heavy-gauge galvanized steel cabinet • Two-speed PSC condenser fan motor and louvered coil guards • Integrated communicating ComfortBridgeT"Technology • Service valves with sweat connections • Commissioning and diagnostics via indoor board Bluetooth and easy-access gauge ports with the CoolCloudTM phone and tablet application • Engineered sound control top design • Factory-installed filter drier • Wire fan discharge grille • Factory-installed transformer • Baked-on powder-paint finish with 500-hour • Factory-installed high and low-pressure switches salt-spray approval • High-density foam compressor sound blanket • Single-panel access to controls with space • Copeland®ComfortAlertT" built in diagnostics for field-installed accessories • Fully charged for 15'of tubing length • Service port and controls are accessible • Factory-installed sensors monitoring coil while unit is operating and ambient temperature • Compact footprint • Contactor with lug connection • Rust-resistant screws • In communicating mode,only two low • When properly anchored, meets the 2017 Florida voltage wires to the outdoor unit are required Building Code unit integrity requirements for • AHRI Certified-ETL Listed hurricane-type winds(Anchor bracket kits available.) • Ground lug connection • Color-coded terminal strip for non-communicating set-up • Copper tube&enhanced aluminum fin coil � Proper sizing and installation equipment is critical to achieving optimal perfrf equipment Split • Customized control algorithms system air conditioners and heat pumps must be matched with appropriate coil components to meet ENERGY STAR'criteria.Ask your contractor for details or visit www.energystargov. LIFETIME I10 UNI T 10 PARTS r I L L`9TM EVLA[EMENT WALFTY COMPRESSOR LIMITED LIMITED c us cEffrrE Nv D•Y D at CERnR WDNYDL LIM ITEn WARRANTY' YEAR WARRANTY' YEAR WARRANTY' ��•R•T� '�t�•" 1 Intertek BBB Complete warranty details available from your local dealer or at www.goodmanmfg.com.To receive the Lifetime Compressor Limited Warranty (good for as long as you own your home),10-Year Unit Replacement Limited Warranty and 10-Year Parts Limited Warranty,online registration must be completed within 60 days of installation.Online registration is not required in California or Quebec. SS-GSXC16 www.goodmanmfg.com 7/19 Supersedes 5/19 Submittal Upflow / Downflow / Horizontal Left/Right Two Stage Non-condensing Gas Fired Furnace 40,000 BTUH S8X2A040M3PSC o, Note:Models may have a"T"in the 12th digit designating they meet California less than 40 ng/J(NOx)emissions requirements. Note:Graphics in this document are for representation only.Actual model may differ in appearance. September 2021 S8X2A040 M 3-SUB-2 B-E N Product Specifications Model S8X2AO4OM3PSC(a) Model S8X2AO4OM3PSC(a) Upflow/Horizontal/ Type Recommended High Velocity Type Downflow Hi Vel.(No.-Size-Thk.) 1-14 X 25-1 In. RATINGS(°) VENT PIPE DIAMETER-Min. 4 Round 1st Stage Input BTUH 26,000 (in.)(e) 1st Stage Capacity BTUH(ICS) 20,900 HEAT EXCHANGER-Type Aluminized Steel 2nd Stage Input BTUH 40,000 Gauge(Fired) 20-19 2nd Stage Capacity BTUH(ICS)W 32,200 ORIFICES-Main 1st Stage Temp.Rise(Min.-Max.)OF 20-50 Nat.Gas Qty.-Drill Size 2-45 2nd Stage Temp.Rise(Min.-Max.)OF 30-60 L.P.Gas Qty.-Drill Size 2-56 AFUE(%)(c) 80 GAS VALVE Redundant-Two Stage Return Air Temp.(Min.-Max.) OF 55°F-80°F PILOT SAFETY DEVICE-Type 120 V SINI Igniter BLOWER DRIVE DIRECT BURNERS-QTY 2 Diameter-Width(in.) 11 X 8 POWER CONN.-V/Ph/HZ M 120/1/60 No.Used 1 Ampacity(Amps) 8.5 Speeds(No.)(d) CTM-9 Max.Overcurrent Protection(Amps) 15 CFM vs.in.w.g. See Fan Performance PIPE CONN.SIZE(IN.) 1/2 Table DIMENSIONS H x W x D Motor HP 1/2 Uncrated(in.) 34 x 14.5 x 28.75 R.P.M. 1050 Crated(in.) 35.5 x 16.5 x 30.87 Volts/Ph/Hz 120/i/60 WEIGHT FLA 6.4 Shipping(Lbs.)/Net(Lbs.) 102/94 COMBUSTION FAN-Type PSC (a) Central Furnace heating designs are certified to ANSI 721.47-latest Drive-No.Speeds Direct-2 edition. (b) For U.S.applications,above input ratings(BTUH)are up to 2,000 Motor RPM EEEFE3300/26EOO feet,derate 4%per 1,000 feet for elevations above 2,000 feet above sea level. Volts/Ph/Hz 120/ M Based on U.S.government standard tests 0.30 (d) 9 Speed constant torque ECM Blower Motor. FLA (e) Refer to the Installer's Guide. Inducer Orifice 1.20 M The above wiring specifications are in accordance with National Electric Code,however,installations must comply with local codes. FILTER-Furnished? No 3 S8X2Ao40M3-SUB-2 B-EN uc " ' GSX14 Air Conditioning&Heating COOLING CAPACITY': 18,000 60,000 BTU/H ENERGY-EFFICIENT SPLIT SYSTEM AIR CONDITIONER UP TO 15 SEER & 12.5 EER Contents Nomenclature........................................2 Product Specifications...........................3 Expanded Cooling Data.........................5 Performance Data...............................31 Wiring Diagrams .................................34 Dimensions..........................................38 Accessories..........................................38 !illiDA�6s➢.➢➢➢➢ !E!t 10 It5!l,F! Standard Features Cabinet Features • Energy-efficient compressor • Heavy-gauge galvanized-steel cabinet • Single-speed condenser fan motor with a louvered sound control top • Factory-installed filter drier • Attractive Architectural Gray powder-paint • Copper tube/aluminum fin coil finish with 500-hour salt-spray approval • Service valves with sweat connections • Steel louver coil guard and easy-access gauge ports • Top and side maintenance access • Contactor with lug connection • Single-panel access to controls with space • Ground lug connection provided for field-installed accessories • AHRI Certified; ETL Listed • When properly anchored, meets the 2017 Florida Building Code unit integrity requirements for hurri- cane-type winds(Anchor bracket kits available.) 10 PARTS U N I T � COMPANY W C«..ANY WRII LIMITED L ° "Y SYSTM ENviRowMexrAL°Yarv" LIMITED eoers®nDNvou CERTWEDnwvou YEAR WARRANTY' YEAR WARRANTY' Intertek .rgp oDDt. z pp 1pplz 1 *Complete warranty details available from your local dealer or at www.goodmanmfg.com.To receive the 2-Year Unit BBB Replacement Limited Warranty and 10-Year Parts Limited Warranty,online registration must be completed within 60 days of installation.Online registration is not required in California or Quebec. SS-GSX14 www.goodmanmfg.com 6/20 Supersedes 3/20 z PRODUCT SPECIFICATIONS 024 030 030 CAPACITIES Max Cooling(BTU/h) Q_1 0 18,000 24,000 24,000 30,000 30,000 30,000 SEER/EER 14/11.5 14/12.2 14/12 14/12.2 14/12.0 14/11.5 14/12.2 Decibels 75 71 74 71 72 73 72 COMPRESSOR RLA 6.0 9.0 7.7 13.5 12.8 12.1 12.8 LRA 37.5 47.5 38.0 58.3 64 55 67.8 Type Rotary Scroll Rotary Scroll Scroll Rotary Scroll CONDENSER FAN MOTOR Hp 1/8 1/8 1/8 1/8 1/6 1/6 1/6 FLA 0.65 0.7 0.7 0.7 0.95 0.95 0.95 REFRIGERATION SYSTEM Refrigerant Line Size' Liquid Line Size("O.D.) /6" %" %" %11 %8" W. %e" Suction Line Size("O.D.) 3/" %" '/," '/+" %" '/<" '/°" Refrigerant Connection Size Liquid Valve Size("O.D.) W. %" %e" %" W. W. %11 Suction Valve Size("O.D.)13 3/" 3/" '/." '/<" %" '/<" '/," Valve Type Sweat Sweat Sweat Sweat Sweat Sweat Sweat Charge 68 68 72 75 80 78 90 Included piston: 0.051 0.053 0.057 0.057 0.065 0.067 0.063 ELECTRICAL DATA Voltage-Phase(60 Hz) 208/230-1 208/230-1 208/230-1 208/230-1 208/230-1 208/230-1 208/230-1 Minimum Circuit Ampacity° 8.2 12 10.3 17.6 17.0 16.1 17.0 Max.Overcurrent Protections 15 amps 20 amps 15 amps 30 amps 25 amps 25 amps 25 amps Min/Max Volts 197/253 197/253 197/253 197/253 197/253 197/253 197/253 Conduit %"or W %"or 3/" %"or%" '/:"or Y.." %"or Y." %"or 3/." %z"or W EQuIPMENT WEIGHT 102 131 126 136 162 161 162 SHIPPING WEIGHT 117 146 141 153 180 179 180 ' Line sizes denoted for 25'line sets,tested and rated in accordance with AHRI Standard 210/240. For other line-set lengths or sizes,refer to the installation&Operating instructions and/or the long line-set guidelines. ' Installer will need to supply%"to%"adapters for suction line connections. 3 Installer will need to supply Y.."to 11G"adapters for suction line connections. ° Wire size should be determined in accordance with National Electrical Codes;extensive wire runs will require larger wire sizes 5 Must use time-delay fuses or HACK-type circuit breakers of the same size as noted. NOTES • Always check the S&R plate for electrical data on the unit being installed. • Unit is charged with refrigerant for 15'of Y."liquid line.System charge must be adjusted per Installation Instructions Final Charge Procedure. SS-GSX14 www.goodmanmfg.com 3 PRODUCT SPECIFICATIONS I I I4 I.I COOLING CAPACITY Nominal Cooling(BTU/h) 24,0 36,000 48,000 60,000 Decibels(High/Low)" 1/70 71/70 72/71 74/70 COMPRESSOR RLA 10.0 14.8 20.4 22.9 LRA 62.9 84.2 122.1 147.2 CONDENSER FAN MOTOR Horsepower(RPM) 1/6 1/6 1/6 1/3 FLA 1.1 1.2 1.2 2.8 REFRIGERATION SYSTEM Refrigerant Line Size' Liquid Line Size("O.D.) %8" %8" %" W. Suction Line Size("O.D.) '/." %8" 1%" 1%e" Refrigerant Connection Size Liquid Valve Size("O.D.) %11 %11 %., W. Suction Valve Size("O.D.) W, W. W %8" Valve Connection Type Sweat Sweat Sweat Sweat Refrigerant Charge 92 114 177 191 ELECTRICAL DATA Voltage-Hz 208/230-1 208/230-1 208/230-1 208/230-1 Minimum Circuit Ampacity z 13.6 19.7 26.7 31.4 Max.Overcurrent Protection 3 20 30 45 50 Min/Max Volts 197/253 197/253 197/253 197/253 Power Supply %"or 3%" '/:"or%" %z"or%" %:"or%" EQUIPMENT WEIGHT(LBS) 180 201 263 304 SHIP WEIGHT(LBS) 197 223 285 326 ENERGY STAR®CERTIFIED ENERGY STAR NOTES • Proper sizing and installation of equipment is critical to achieving optimal performance.Split system air conditioners and heat pumps must be matched with appropriate coil components to meet ENERGY STAR® criteria.Ask your contractor for details or visit www.energystar.gov. • The www.energystar.gov website provides up-to-date system combinations certified to meet ENERGY STAR®requirements. ' Tested and rated in accordance with AHRI Standard 210/240 2 Wire size should be determined in accordance with National Electrical Codes;extensive wire runs will require larger wire sizes 3 Must use time-delay fuses or HACR-type circuit breakers of the same size as noted. Sound dBa ratings are based upon ANSI/AHRI Standard 220. Accordingly,all sound power levels are A-weighted. NOTES • Always check the S&R plate for electrical data on the unit being installed. • Installer will need to supply Ye"to 1%e"adapters for suction line connections. • Unit is charged with refrigerant for 15'of W liquid line.System charge must be adjusted per Installation Instructions Final Charge Procedure. • Installation of these units requires the specified TXV Kit to be installed on the indoor coil. THE SPECIFIED TXV IS DETERMINED BY THE OUTDOOR UNIT,NOT THE INDOOR COIL. SS-GSXC16 www.goodmanmfg.com 3 NOMENCLATURE G 5 X 14 036 1 AA 1 2 3 4,5 6,7,8 9 10,11 Brand Engineering' G Goodman®Brand Major&Minor revisions • Not used for inventory control. Product Category S Split System Electrical 1-208/230 V,1 Phase,60 Hz Unit Type X Condenser R-410A Capacity Z Heat Pump R-410A 018-1%:tons 030-2%tons 042 3Y:Tons 019-1%:tons 031-2Yz tons 043 3Y2 Tons Efficiency 024-2 tons 036-3 tons 048 4 Tons 13 13 SEER 16 16 SEER 025-2 tons 037-3 tons 060 5 Tons 14 14 SEER 18 18 SEER 2 www.goodmanmfg.com SS-GSX14 JUN 2 5 2021 VILLAGE OF RYE BROOK BUILDING DEPARTMENT STORMWATER MANAGEMENT PLAN & DRAINAGE ANALYSIS FILE COPY .............................. RECliff.PERMIT'TEp STONE No-r 1 T WASHED SSE OONE CLEAN 24 Sleepy Hollow Road 2 �N�H DrAMETER Village of Rye 13rook—New York IN%AVING REVIEW April 27, 20 )1 i�;IS REV;EW IS FOR GENERAL CODE COMMIANCE AND PRACTICES. THE VILLAGE ASSUMES NO I RESPONS!bILITY FOR CORRECTNESS OF DIMENSIONS, DETAILS. FIELD CONOITIONS,DESIGN PROFESSIONAL OR APPLICANT. NO EXCEPTION TAKEN MAKE CORRECTIO14S NOTED AMEND AND RESUBMIT rr ;' r tr REJECTED - REFER TO REMARKS � W YE BROOK ENGINEERING DEAN. e0e31 938 KING STREET � QFESSI RYE BROOK, MY 10573 PHONE (914)93"753 FAX (914) 932-5301 DATE 11—; 7-1 1--,---13Y ' — Hudson Engineering & �- 45 Knollwood Road— Suite 201 Elmsford, NY 10523 (914) 909-0420 STORMWATER MANAGEMENT PLAN & DRAINAGE ANALYSIS 24 Sleepy Hollow Road 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 addition, covered terrace, and wooden deck along with the associated stormwater practice at 24 Sleepy Hollow Road in the Village of Rye Brook, Westchester County, New York. This Plan consists of this narrative and a plan set entitled: "Proposed Addition and Alterations, Sleepy Hollow Road, Village of Rye Brook, Westchester County - New York", all as prepared by Hudson Engineering and Consulting, P.C., Elmsford, New York, dated April 27, 2021. The design is in accordance with the Village of Rye Brook requirements. Since the project disturbance is less than one acre the New York State Department of Environmental Conservation [NYSDEC] stormwater regulations are 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" (Tc) 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 25-year Type III — 24-hour storm event. PRE-DESIGN INVESTIGATIVE ANALYSIS A pre-design investigative analysis was performed including percolation and deep tests in the locations shown on the plans. A percolation test was performed in the vicinity of the potential stormwater mitigation practice [TP-2] until a constant rate was achieved, the results are as follows: • TP-2: A percolation rate of 30-minutes per inch (0.5-inch per hour) was observed. A rate of 0.5-inch per hour was utilized in the design. Three (3) deep test holes were excavated and labeled [TP-1], [TP-2], and [TP-3] as shown on the plans. Hudson Engineering & Consulting, P.C. • TP-1 was excavated to a depth of 28-inches. The test revealed topsoil to a depth of 6-inches, compact brown silt to a depth of 28-inches, and a pipe was found at 28-inches.. • TP-2 was excavated to a depth of 53-inches. The test revealed topsoil to a depth of 6-inches, compact brown silt to a depth of 23-inches, and grey clay to the invert. Groundwater was encountered at a depth of 53-inches. Ledge rock was not encountered during the testing. • TP-3 was excavated to a depth of 46-inches. The test revealed topsoil to a depth of 6-inches and dark silty loam to the invert. Groundwater was encountered at a depth of 46-inches. Ledge rock was not encountered during the testing. The deep test hole log and percolation test data sheets are attached. PRE-DEVELOPED CONDITIONS The project site is located on the southern side of Sleepy Hollow Road approximately 340 feet west of the intersection of Sleepy Hollow Road and Dorchester Drive. The site generally slopes gently from northeast to southwest. The soil classification, based upon Westchester County Soil Mapping, is Urban Land-Woodbridge complex, 3 to 8 percent slopes. POST-DEVELOPED CONDITION Watershed 1 contains a tributary area of approximately 2,991-square feet of which all is impervious in the form of the existing dwelling, existing driveway, driveway and proposed additions. The weighted complex number (CN) value is calculated as 98 and the Time of Concentration (Tc) is calculated as a direct entry of 1.0-minutes. The stormwater runoff from this tributary area is conveyed via a comprehensive drainage system to fifteen (15) Cultec Recharger® 330XLHD storm chambers set in one foot of gravel at the sides and at the invert. The system is designed to fully accept (no release) the stormwater runoff for all storms up to and including the 25-year storm event an infiltrate into the surrounding soil substrata. 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 fir. Consulting. P.C. 3 Hydrologic Soil Group—Westchester County, New York 3 � S 61070E 610717 610726 610735 610744 610753 610762 41` 1'58"N 41'1'58'N } '. _ a. ^F oil Map may not be valid at t+hi c I�. 4F 1'55'N 1 141` 1 55'N 610708 610717 610725 610735 610744 610753 610762 3 3 Map Scale:1:382 if printed on A pavan(8.5°x 11")sheet Meters N o 5 10 20 30 ^ Feet 0 15 30 60 90 Map prolecvon:Web Mercator Comer coordinates:WGS84 Edge tics:UTM Zone 18N WGS84 USDA Natural Resources Web Soil Survey 4/23/2021 Conservation Service National Cooperative Soil Survey Page 1 of 4 0 0 N _ a) m M N N w m M a) N 0) O m m d m a� r a, ° a) c O o U L O f6 U >, O Dt U O u N =O0) 0 C m cu m O E m m � N � � uU, N ` y E n rn E U) c m y C — U m Z m m O c N 6 Y � m E E .0. m O r a p E N a O . O N m E m N m M C O. N N U } O wp � Y = C N E 5 C L 2 O r m N N 7 d a> 3 m C7 Z z O v> L E v Q3 E 0) N p a N (n O 10 m Z C p � aoi .n w N o w c o � r 3 a� C O. C m L U) C m n. C N a Q m U m L a) L to a C a (A m S O c a) N o d Q O O m a) E `n a m U m m 'O r C 0 w 3 U m 0 -00 m m > � 8_ c > c o E > m c '° u a; co to o E > E Z m m or o m Z a) ID 'o or N ur a ma E .a 3 N U O N C N m a o c fl u m m Z .o o _- o d LU 'w a ° aa) v U >, a m U N = O N d C 0 N y N > a) 3 N "' O Q m w E _ J U) ,A a N t m c C m E 0.O N m -p m X a a OU C m N m O N O a C a m L � a) z � E a� a � c. O m m E >+ p -p ~ N C u! d a) >, (D U m m 7 ,o- N 0 N '� O 'O m a m — c y oc mZ Y3 '0 g Q` co m Lcam in aciyEm > o � u) (U m � u ` (D � o y 0mNE roo o Ea� c°'i 'y �' 2 0 — m oou �� a > zQ mo 1O 'IT La�iZ ° Y N O C O�C a t N N u N N U C y N a a) (N a) E O N O O a) c `p O N E 2 N N c N m m 0 a `p a.a? N V U7 L.. — Z — +? N N E cm jF m L >m C .0 C O U _N N p N p m O fA a U L ,.- O O O LP m 1� L O L 3 > W E _ U fA a E (o U 2 o_"0 Q m H O (A (n U) N F- U .� w N Z C a) 0 2 0 U (i T o a� CD Z y U 7 > — m U a `—a a °o 7 > o m m n 3 m C N y O O (/) U N a) al O O L Z U m E ;a 00 K 0_ .� m m w o m 0 O N C m N N p a) U U o Z 3 in o � o m c S m O U. p Z ■ © E 07 CW7 w J m m a a a m m SQ y O O al C C N N C C O O O w 01 N y a N Q O > ja d f0 C C W N a O 0 J 0 p 1 0 a0 m U U 0 Z Of G a m 30 U U 0 Z O) Q a m m y ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 0 0 ■ ■ Q 0 y N (n 7 C O y� O a' m _ Z � d 3 r C is O z U ZW Hydrologic Soil Group—Westchester County,New York Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI UwB Urban land-Woodbridge D 0.3 100.0% complex,3 to 8 percent slopes Totals for Area of Interest 0.3 100.0% 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 (A/D, B/D, and C/D). 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 (A/D, B/D, or C/D), 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 4/23/2021 Conservation Service National Cooperative Soil Survey Page 3 of 4 Hydrologic Soil Group—Westchester County, New York Component Percent Cutoff. None Specified Tie-break Rule: Higher usDn Natural Resources Web Soil Survey 4/23/2021 Conservation Service National Cooperative Soil Survey Page 4 of 4 1 -0 Water hed 1 1 - 1 15 Cultec 330XLHD Rechargers Subcat 'Reach On LInk Routing Diagram for 24 Sleepy Hollow Road-Proposed Conditions Prepared by Hudson Engineering&Consulting. Printed 4/26/2021 " HydroCADT)10.00-26 s/n 02549 ©2020 HydroCAD Software Solutions LLC 24 Sleepy Hollow Road - Proposed Conditions Type /// 24-hr 25-Year Rainfall=6.40" Prepared by Hudson Engineering & Consulting Printed 4/26/2021 HydroCADO 10.00-26 s/n 02549 0 2020 HydroCAD Software Solutions LLC Page 2 Summary for Subcatchment 1-0: Watershed 1 [49] Hint: Tc<2dt may require smaller dt Runoff = 0.51 cfs @ 12.01 hrs, Volume= 0.035 af, Depth= 6.16" 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 25-Year Rainfall=6.40" Area (sf) CN Description 688 98 Existing Driveway 2,303 98 Existing Dwelling + Addition 2,991 98 Weighted Average 2,991 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.0 Direct Entry, Direct Entry Summary for Pond 1-1: 15 Cultec 330XLHD Rechargers Inflow Area = 0.069 ac,100.00% Impervious, Inflow Depth = 6.16" for 25-Year event Inflow = 0.51 cfs @ 12.01 hrs, Volume= 0.035 of Outflow = 0.01 cfs @ 6.88 hrs, Volume= 0.034 af, Atten= 99%, Lag= 0.0 min Discarded = 0.01 cfs @ 6.88 hrs, Volume= 0.034 of Routing by Stor-Ind method, Time Span= 0.00-60.00 hrs, dt= 0.01 hrs Peak Elev= 2.45' @ 17.93 hrs Surf.Area= 629 sf Storage= 1,049 cf Plug-Flow detention time= 1,198.1 min calculated for 0.034 of (96% of inflow) Center-of-Mass det. time= 1,173.1 min ( 1,912.6 - 739.6 ) Volume Invert Avail.Storage Storage Description #1A 0.00, 228 cf 25.67'W x 24.501 x 2.54'H Field A 1,598 cf Overall - 838 cf Embedded = 760 cf x 30.0% Voids #2A 0.00, 838 cf Cultec R-330XLHD x 15 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 8.50'L with 1.50' Overlap Row Length Adjustment= +1.50' x 7.45 sf x 5 rows 1,066 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 0.00' 0.500 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.01 cfs @ 6.88 hrs HW=0.03' (Free Discharge) L1=Exfiltration (Exfiltration Controls 0.01 cfs) H U D S O N SITE ADDRESS: 24 Sleepy Hollow Road E N G I N E E R I N G TOWNNILLAGE: Rye Brook C o N s u LT I N G. P.C. DATE: 03-23-2021 TIME: 12:00pm WEATHER: Sunny TEMP. 540 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. 0-6" Topsoil 0-6"Topsoil 0-6"Topsoil 0" 12" 6-28" 0 - 2; 6-46 18" Compact Brown Compact Brown Dark Silty Loam 24" Silt Silt 30" 36" Pipe found at 28" 23 —53" CI\Nl 42" Grey Clay 48" 54" GW 53" 60" 66" 72" 78" 84" 90" 96" 102" 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: Precision Field Testing 45 Knollwood Road - Elmsford, NY 10523 (914) 909-0420 Fax (914) 560-2086 H U D S 0 N SITE ADDRESS: 24 Sleepy Hollow Road ENGINEERING TOWNNILLAGE: Rye Brook s CONSULTING;, P.C. DATE: 4/23/2021 TIME: 1:22 PM WEATHER: Sunny TEMP. 55° F WITNESSED BY: Nick Shirriah PERCOLATION TEST HOLE DATA SHEET—STORMWATER MANAGEMENT SYSTEM Owner HOLE#: CLOCK TIME PERCOLATION Depth to Water Soil Rate Elapse ' From Ground Surface Water Level in Hole ; Run : Time Start Stop Inches Drop in Min. per ; Inches per Number: No. Start Stop (Min.) Inches Inches inches inch Hour # 1 1 2 4110 3 4 5 # 1 1:22 1:52 30 37 37.25 0.25 120 0.5 2 1:52 2:22 30 37.25 37.5 0.25 1 120 0.5 4"O 3 2:22 2:52 30 37.5 37.75 0.25 120 0.5 4 5 # 1 2 4950 3 4 5 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 Mike Izzo From: Mike Izzo Sent: Monday,July 18, 2022 4:04 PM To: Mike Bell Cc: Steven Fews;Tara Orlando; Laura Petersen Subject: RE: Permit extension 24 Sleepy Hollow Dear Mr. Iacobelli, I am pleased to inform you that a six (6) month extension to your open permit #BP21-170 has been approved, and that the new permit expiration date is,January 13, 2023. Please arrange for all work to be completed and successfully inspected, and for all paperwork & fees to be remitted to the Village such to facilitate the issuance of the Certificate of Occupancy/Certificate of Compliance closing out the permit on or before that date. Please note that in accordance with Village Code §250-10.A., it is a violation to use or occupy or to allow the use or occupancy of any building, premises, or part thereof without a Certificate of Occupancy duly issued by the Building Inspector. Thank you. IffWall(7. 12zo Building& Fire Inspector Village of Rye Brook, NY (914) 939-0668 From: Mike Bell<turf125@aol.com> Sent:Thursday,July 7, 2022 11:57 AM To: Mike Izzo<Mlzzo@ryebrook.org> Cc:Steven Fews<SteveFews@ryebrook.org> Subject: Permit extension Dear Sir; I'm requesting an extension of the permit for 24 Sleepy Hollow Road.The current permit expires on July 13, 2022.We passed our insulation inspection this morning with Steven Fews and we will begin sheet rock on Monday. Thank you, Michael Iacobelli Sent from the all new AOL app for iOS i Building Permit Check List&Zoning Analysis - 'Address � � ��`� i- `r��-.� —T?� _ SBL• Z 5' Zones- l ,- Use: 2 Const.Type: Other: Submittal Date: l 2 3 Z Revisions Submittal Dates: Applicant: A. G ri3F�L U Nature of Work FT _ (ay�/t � � R-G0 Reviews:ZBA: J A N - 4 1011 pg: BOT: Other. (� OK ( ) FEES.Filing. Z S BP: 26 3 4t 0. C/O: Legalization: O (v)' APP: Dated Notarized ✓ SBL: ✓Truss I.D. ✓ Cross Connection: ✓ H.O.A.: (� ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. ( ) ( ) ENVIRO:Long. Short: Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection: S/W Mgmt.: Tree Plan: Other. ( ) ( SURVEY:Dated t z--, t Current: Archival: Sealed Unacceptable: ( ) (•� PLANS:Datt Stamped Sealed: `� Copies: Z. Electronic. `� Other. ( (Jf License ✓ Workers Comp: ✓ Liability Comp.Waiver. Other. CODE 753#: �/'S�--Ooa— a3 Dated -]— N/A: (✓� ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL.Plans: Permit: N/A: Other. FIRE ALARM/SMOKE DETECTORS:Plans: Permit: H.W.I.C.:_Battery:_Other. (� ( ) PLUMBING Plans: Permit Nat.Gas: LP Gas: N/A/: Other. ( ) ( ) FIRE SUPPRESSION:Plans: Permit: N/A: Other. (•� ( ) H.V.A.C.: Plans: Permit N/A Other. ( ) ( ) FUEL TANK:Plans: Permit: Fuel Type: Other. ( ) ( ) 2020 NY State ECCC: N/A: Other. ( ( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other: ( ) ( ) Other. mtg.date: z a z approval:- notes: ( )ZBA mtg.date: approval• notes: ( )PB tnrg.date: approval:- notes: APPROVED EXIMNG PROPOSED NOTM Cir Date: '1111 Ft n qg: Front: Front; o - 1 Main Cov l b (� •3S l 'i Accs. or, t S 3 ,341 A Ft.H S : 13� S .H Sb: I ,t.t�- '1 b •- JZ cQFA: _3r�7_1 .S Z 6�� -3Z ti-7 •3 Tot.Imp: sz 4S'. 3 z 61 . 3 3s t & pG Imi Pazku►Q H fight/Stories• notes o �S G(L� o iv —RJrz S NOT vttC S CD F O�. Z C�l1CT-0 z-- "t�N� —pow C Noti U1GI.vPF aoi, S O Residential Building Permit Fee Work Sheet Permit#: Date Issued: SBL: Zone: Address: Property Owner& Contact Info: Job Description: For all new dwellings and for additions measuring 800 sq. ft. or more made to existing dwellings, the following fee schedule shall apply: (plus any alteration fees) ,Dq lecad ---------- �� J S- l �c�— G� �� n�✓� ---------------- cj New Con —l mit Fee Basement 1,Fl. = 2^d Fl. _ ��w�2U► �G�l�S Attic= 8A�1-17o f--37s �U Total S .Ft. - c� 9 ° Includes i C) �`L.r • , 1 Total Amount Due= $ Date: Signed: BUILDING DEPARTMENT R E v E F " IE VILLAGE OF RYE BROOK DEC 3 0 2020 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 FAx(914)939-5801 VILLAGE OF RYE BROOK w**. rook.org 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:2Ll -i l e-Q- KAII01y) a A - Date of Submission: Parcel ID#: '"-. (07, 1 6(p Zone: Proposed Improvement(Describe in detail): APPLICANT CHECK LIST: MUST BE COMPLETED BY THE APPLICANT The following items must be submitted to the Building Departm t by the applicant-no exceptions. ^ �`Q �� 1-1:r..Q S N (L U_D I 1. k7,cor eted Application 1 2. (�wo(2)sets of sealed plans. (one full size(maximum Property Owner: YAO,&CL•- L cL Cd 1p (� / allowable plan size=36"x 42")and one 11"x17") 3. (./)'two(2)copies of the property survey. Address:�t-( 5 C�P���p b d 4. (-jTwo(2)copies of the proposed site plan. Phone#T q- 4 3 3 -y 21 S 5. ( 'One electronic/disc copy of the complete Applicant appearing before the Board: lication materials. 6. (' Filing Fee. 7. ( )Any supporting documentation. Address: 6 ' 3 ST 8. ( ) OA approval letter. (ifapplicable) b N An,6Ill, 9. ( Photographs. -1 oS 7 3 Phone# (q 3 / 4 2Z 10.( )Samples of finishes/color chart. (a sample board or i Architect/gpgineel': j'4Nt'Vt'��(/" — model may be presented the night of the meeting] ^ Phone# By signature below, the owner/applicant acknowledges that he/she has read the complete Building Permit Instructions&Procedures,and that their application is complete in all respects. The Board of Review reserves the right to refuse to hear any application not meeting the requirements contained herein. Sworn to before me this Sworn to before me this day of 120 day of 120 Signature of Property Owner Signature of Applicant Print Name f Property Owner Print Name of Applicant Nota is Notary Public MIGUEL A. MEDINA NOTARY PUBLIC OF CONNECTICUT My COMMISSIM Expires 8MI2022 3/21/19 /l✓,L3--Zv:l co VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK, NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Thursday, January 21, 2021 Due to public health and safety concerns from COVID-19, the Architectural Review Board meeting on January 21, 2021 will be closed to members of the public. The public can still watch the live meeting online through Zoom through the app or through the following https://us02web.zoom.us/i/82284377958 If any interested members of the public would like to provide comments during the meeting, comments can be emailed to stevefews@ryebrook.org or called in during the meeting at +1 (929) 205-6099, meeting ID: 822 8437 7958 NAME & LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 165 Betsy Brown Amendment to Prior Consent 5128 Road(Valad) Approval, (Front Door Agenda Change) 2 Wilton Circle Legalize New Rear Raised Consent 5129 (Charney) Patio & Sitting Wall Agenda 6 Loch Lane Roof Top Solar Array Consent 5131 (Orselli) Agenda 24 Latonia Road 6' High White Vinyl Fence Consent 5132 (Rothbart) w/ Gates Agenda 39 Country Ridge Dr Swimming Pool Fence. 6' Consent 5119 (Austrian) Hight White PVC @ Side Agenda Yards & Black Chain link 6' @ Rear 15C Rye Ridge Plaza New Sign & Awning "Green 5133 Win - Ridge and Tonic" 5 Parkwood Place In-Ground Swimming Pool, 5130 (Kohn)) Patio, Outdoor Kitchen & Fence 780 King St Extend Existing Deck w; 5134 (Heinberg) New railing & Decking. New Roof Over Deck 39 Meadowlark Re-Appearance to Show 5122 ML NM MR SE JM SF AC MI KC Road(Rose) Revisions 24 Sleepy Hollow ! Rear Addition, Deck, Patio 5135 Road(Iacobelli) & Front Covered Porch W b �� G 0-\-u 980 Anderson Hill Amendment To Prior 5136 Road Approval. Construct New Blind Brook Club Golf Teaching Building, Reconfigure Front Entrance & Golfing Landscape 6 Latonia Road Re-Appearance To Show 5120 (Casino) Revisions 12 Lincoln Ave Two Rear Dormer Additions 5137 (Bainton) & Interior Alterations 57 Hillandale Ave 1 Story Addition, 2nd Story 5138 (Grossberg) Addition, Rear Covered Porch & Front Portico ML / _ NM MR K,/ SE J M � SF AC M KC VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK, NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, March 17, 2021 Due to public health and safety concerns from COVID-19, the Architectural Review Board meeting on March 17, 2021 will be closed to members of the public. The public can still watch the live meeting online through Zoom through the app or through the following https://us02web.zoom.us/o/88906948425 If any interested members of the public would like to provide comments during the meeting, comments can be emailed to stevefews@ryebrook.org or called in during the meeting at +1 (929) 205-6099, meeting ID: 889 0694 8425 NAME& LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 11 Highview Ave Roof Top Solar Array Consent 5139 (Baybay) Agenda 43 Bonwit Road New 4' Ft High Fence Consent 5150 (Schutzer) Aluminum Black Agenda 24 Sleepy Hollow 2nd Appearance to Show 5135 Road (Iacobelli) Revisions /Rear Addition, l A _0 Deck, Patio & Front ` Covered Porch 23 Rocking Horse Rear Deck Expansion. New 5151 Trail (Suesserman) Deck Roof,New rear Masonry Patio & Landing 18 Hillandale Road In-Ground Swimming Pool, 5152 (Marks) Retaining Walls, Deck Renovation& Pergola 3 Hills Point Lane New Windows, Doors, 5153 (Cohen) Siding, Roofing. Walkway & Interior Alterations 10 Meadowlark In-Ground Swimming Pool 5154 Road (Promisel) W/Pool Patio. Pool Fence, Boulder Wall & Steps 9 Lee Lane (Tracy) Enclose Existing Screen 5156 Porch FML V NM MR SE JM ✓ SF AC MI KC TAPIA HOME IMPROVEMENT LLC Estimate 159 Highland St Port ChesterNY10573 DATE 11/16/2020� Phone:(914)882.6202 Estimate# 169 email:tapiahomeimprovementllc®gmail.com www.tapiahomgimprovementllc.com _ _.___. ...... NY Home Improvement License:WC-30262-1-118, — CT Home Improvement License:HIC.0652506 R Fully InsuredESTIMATE v DEC 30 2020 Michael Lacobelli 24 Sleepy Hollow Rd VILLAGE OF RYE BROOK Rye Brook NY 10573 BUILDING DEPARTMENT 914.433.4215 DESCRIPTION AMOUNT INTERIOR 84,450.00 LIVING ROOM:light l3 power distribution to be code min.Additional lighting Et power to be coord w/owner typ.No less than 75%of lamps in permanently installed lighting fixtures shall be high efficacy.Except for low voltage lighting. automatic or gravity dampers to be installed on all outdoors air Intrakesl3 exhaust typ. COVERED PORCH:composite decking,composite ceiling.36"high composite guards Installations as per manufacture specs. DINING ROOM:If exhaust hood system is capable of exhausting in excess of 400 cfm make up air shall be provided naturally or mechanically as per 2020 rc nys. NEW WOOD DECK:36"compisite guards installations,opening to be re-framed as reqd for new door installation. MASTERBEDROOM:install new vanity,toilet,sink hardwood floor. BATHROOM(demolition,installation) `� I Li Z� Install new vanity,ceramic tiles. l Inew electrical connections:kitchen,bathrooms,bedrooms ceiling lights:kitchen,bathrooms,bedrooms,livingroom,diningroom. —n � (,�z --Vpas POT— install new panel breaker in the garage. install new doors,new trim whole house recreation room:remove old tile,install new hardwood floor.Install new cabinets. I►�(�1, � ,�}fy �� d S Basement:Install new tile floor.Install sheetrock in the laundryroom. Paint walls,ceiling,trim,basemolding,door and windows. I1 coat of primer and two coats of paint. install new doors,install new basemoldings,install new cabinets,counter top, iew floors,install new highlights,install newpower outlets, ew plumbing,install new insulation,install new sheetrock,. F EXTERIOR 1 replace the roof, 4 NTCL�� new window,siding and trim Install new front door. Install new roof shingles. Install 2 new slide door in the back Install new flat stone in the entrance,deck and patio. PRICE INCLUDES MATERIALS FOR:Electrical work,plumbing,sheetrock,taping, paint,kitchen cabinets,flat stone PRICE DOES NOT INCLUDES FIXTURES,DOORS,WINDOWS,TILE,TRIM, HANDLES,SIDING ETC Subtotal Taxable _ OTHER COMMENTSTax rate __ .. _.......,-.__-- Tax due Terms: OtherI 50%to start the job and 50%when the job is done. I TOT $ 84 0 Make ecks payable to: Tapia Home Improvement LLC MIGUEL A TAPIA Michael Lacobeili If you have any questions about this estimate,please contact Miguel A Tapia,(914)882.6202, tapiahomeimprovementllc®gmail.com Thank You For Your Business! PERFORMANCE F3O44 F313O F3010 1-1/4"Double Hip 1-1/4"Double Hip 1-1/4"Double Hip Raised Panel Raised Panel Raised Panel Raised Moulding 1 Side Raised Moulding 1 Side Raised Moulding 1 Side Ovolo Sticking Ovolo Sticking Ovolo Sticking 3/0 x 6/8 3/0 x 6/8 3/0 x 6/8 SIi1111fiiii!i6 Ilk i _s EASY PANEL DOORS STAINABILITY 1-1/4"DOUBLE HIP RAISED PANEL r rp/fY1 5 .p,B,a 4a GPM 11d'i�RY',wiax+d L l-JO • L C�_ OAOP J" s/V Vd 00 N ��1 uat�l wn L +�+mwawe�w� �,..�,o s�,.....a.,..,.,, ..r,.•.w,....�. uw Mau Y�/wW�,•,4••n•,+^•••ww. .a•,.ruoy,.d w•.N4.p.r.,,,un { ®uoq:)alloJ aoelu!A ���� �� S � � i,. ��, S \ / S / �' . ± iA Q { \\ \ k } k . � > < _ o / ) < ° <§ \ \ � < Q . � . y . � \ : Q , a / 2 E � . § : ■ � � � \ ) / \ . . \ G � g \ C � Lu ■ \ m , \ q § 7 2) N \ / . 1 1 Ir 'l r P n 't .ib r VW � h ' 7. 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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: Karen AlVareng d DeChristopher Keating Insurance Agency Corp PHONE (914)737-1259 F/1IC No): (914)737 1273 1099 North Division Street E-MAIL ADDRESS: karen@lnsurancedk.com INSURERS AFFORDING COVERAGE NAIC 0 PEEKSKILL NY 10566-5816 INSURER A: Utica First Ins Co 15326 INSURED INSURERS: National General Ins Co 12130 Benny Baldo INSURER C: DBA Bens HVAC Service INSURER 0. 222 Mortimer St INSURER E: Port Chester NY 10573-3113 INSURERF: 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. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 GE TO RENTED CLAIMS-MADE 1*1 OCCUR PREMISES Ea occurrence $ 50,000 MED EXP(Any one person) $ 1,000 A X ART1101870 06/06/2021 06/06/2022 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X JE O- LOC PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY❑ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident ANY AUTO BODILY INJURY(Per person) $ B X OWNED AUTOS ONLY SCHEDULED 20017841 77 02/28/2022 08/28/2022 BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS X AUTOS ONLY X AUTOS ONLY Per ardent S UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? -- (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 77 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) AIR CONDITIONING/HEATING SERVICES. EXCLUDES ROOFING,EIFS,SNOW REMOVAL. certificate holder is additional insured. CERTIFICATE HOLDER CANCELLATION Village of Rye Brook SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 938 King St ACCORDANCE WITH THE POLICY PROVISIONS. Rye Brook NY 10573 AUTHORIZED REPRESENTATIVE Linda Portes @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 4 \\ NYSIF New York State Insurance Fund PO Box 66699,Albany, NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ft�j ^^^^^^ 421748402 DECHRISTOPHER-KEATING INSURANCE AGENCY CORP 1099 N DIVISION ST PEEKSKILL NY 10566 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER BENNY BALDO DBA BEN'S HVAC SERVICE VILLAGE OF RYE BROOK 222 MORTIMER ST 938 KING ST PORTCHESTER NY 10573 RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W2376 963-1 515096 11/25/2021 TO 11/25/2022 3/2/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2376 963-1, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:NWWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SU NCE FUND 7 �V DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 311090422 U-26.3 oif • ;4 4i .!��1(( t;, i�WtAYs4,rr,, �4� A�{ry `-'"p�ylw fr--n 1 @ + }�{ }i�,1#,4,•, .a �Avp j r:� pr je �i �!'.. Y, �•` �' �Yr ,� i� J t r"".� �`1b t�.�rs!;° ++K`�t+D,►°}r���` tit v, !'fby'+,'j, �J� � O,+,r..`t$t�,� 9�Y.U t°+', ,.�!`�D�1v„�'�}';,i'�►0�°et{�v� " ; ��o0hb� R `r.u�i++f�d'f.�„�84��.�t�fi��ul.'4,�iira•: �Llr�:►�i;+�a t{�'. +1r1��,t t * �,+Il«If�r �a•-,; ��►�1++�frh��: � �r , r�� ('��•,,, Al P. :� 'H• i•.•roM1 O .G N � 'yx ' • J<(i7a♦) `R � � � � /°Lies,��,. gib'• � :�: �1' E U �' � � O �; •.s its�fi�, H N (j4-4 C2w �. a qO � a� 4 Q• 0) O w4ledaG to UO 00 YI• .� U pl4"O i'r K �1 — t7NlTriI. Sit— _ ter, .W. to» f. w`�7 rytd�r r Q+K.{��l'+iitr.; @V'V IIj °i� ACQR0 CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 11/13/2020 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(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER CONTACT NAME: HISCOX Inc. PHONE (888)202-3007 aC No 32nd Floor 520 Madison Avenue ADDRE S: contact@hiscox.com New York,NY 10022 INSURERS AFFORDING COVERAGE NAIC p INSURED INSURER A: Hiscox Insurance Company Inc 10200 TAPIA HOME IMPROVEMENT LLC INSURER B: 159 HIGHLAND ST INSURERC: 1 INSURER D: PORT CHESTER,NY 10573 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I A DL SUI1.R1POLICY EFF POLICY EXP LTR TYPE OF INSURANCEINSD POLICY NUMBER MM/DD MM/DD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE E 1,000,000 CLAIMS-MADE OCCUR DAMAGE To RENTF5_ PREMISE Eoccurrence) $ 100,000 MED EXP(Any one person) $ 5,000 A N UDC-4356221-CGL-20 01/02/2020 01/02/2021 PERSONAL S ADV INJURY $ 1,000.000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY 0 ECOT- LOC PRODUCTS-COMP/OP AGG s 2,000,000 OTHER: a AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO 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 $ s UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED I I RETENTION 1 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANYPROPR I ETORIPARTNER/EXECUTIVE OFFICERIMEMBEREXCLUDED? ❑ N/A E.L.EACH ACCIDENT S (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S If yes,describe under DESCRIPTION OF OPERATIONS below__T, IE.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) AS AN ADDITIONAL INSURED:VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK NY.10573 CERTIFICATE HOLDER CANCELLATION VILLAGE OF RYE BROOK 938 KING STREET SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE RYE BROOK NY 10573 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE C 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 4 \\ NYSIF New York State Insurance Fund WESTCHESTER ONE,44 SOUTH BROADWAY, 10TH FLOOR,WHITE PLAINS,NY 10601-4411 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE a a "^^ 352610426 + TAPIA HOME IMPROVEMENT LLC 159 HIGHLAND ST APT 1 . PORT CHESTER NY 10573 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER TAPIA HOME IMPROVEMENT LLC VILLAGE OF RYE BROOK 159 HIGHLAND ST APT 1 938 KING STREET PORT CHESTER NY 10573 RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W2438 582-5 744003 03/01/2020 TO 03/01/2021 11/13/2020 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2438 582-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. 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 DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 746114804 Laura Petersen From: Mike Izzo Sent: Monday,July 19, 2021 8:01 AM To: Tara Gerardi; Laura Petersen Subject: FW: Message from Dig Safely New York, Inc. (DSNY) Michael J. Izzo Building & Fire Inspector Village of Rye Brook, NY (914) 939-0668 -----Original Message----- From: Dig Safely New York Exactix <tickets@exactix.digsafelynewyork.com> Sent: Thursday, July 15, 2021 10:25 AM To: Mike Izzo <MIzzo@ryebrook.org> Subject: Message from Dig Safely New York, Inc. (DSNY) ****REGULAR**** DIG REQUEST from DSNY for: VIL RYE BROOK Taken: 07/15/2021 10:23 To: VIL RYE BROOK PRIMARY Transmitted: 07/15/2021 10:24 00001 Ticket: 07151-000-823-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 24 To: Name: SLEEPY HOLLOW RD Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: IN THE BACK OF THE PROPERTY NearSt: DORCHESTER DR & LAWRIDGE DR Means of Excavation: HAND TOOLS Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: ADDITION Estimated Work Complete Date: 11/29/2021 Depth of excavation: 15 FEET Site dimensions: Start Date and Time: 07/29/2021 07:00 Must Start By: 08/12/2021 ------------------------------------------------------------------------------ Contact Name: MIGEUL TAPIA Company: TAPIA HOME IMPROVEMENT, TAPIA HOME IMPROVMENT Addrl: 159 HIGHLAND Addr2 City: PORTCHESTER State: NY Zip: 10573 1 Phone: 914-882-6202 Fax: Email: tapiahomeimprovementllc@gmail.com Field Contact: MIGUEL TAPIA Alt Phone: 914-882-6202 Email: tapiahomeimprovementllc@gmail.c Working for: HOME OWNER ------------------------------------------------------------------------------ Comments: WILL MARK AFTER CALL Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: CON-ED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 . illillillillillllllllIIIIIIIIIIIIIIIIIIIIII1111111111111111111111illillilillllIIIIIIIIIIIIIIIIIIIIIIillillillillillooll",illillillillilllllllllI D IE C E V/ E GENERAL CONDITIONS/INSURANCE/DEMOLITION NOTES/CONSTRUCTION NOTES/SPECIFICATIONS/SCOPE OF WORK TYPICAL WALL SECTION ,ftTfAftt:w _11J L I I t GENERAL CONDITIONS CARPENTRY f CONTINUED ) • ROOF PITCH TO MATCH EXIST. DORCH S R DRIVE L THESE 5PECIFICATION5 ARE MADE IN GENERAL FOR"ONLY ONLY IN=SECTIONS APPLICABLE TO THIS PROJECT SHAH PERTAIL GC 1 NEI EXTENSOR IAII CONSTRUCTION TO BE VA ED STUDS•Ir Of-V 501E PLATE.DOIBIE TOP PLATM DOUBLE 571U5•ALL OPENINGS. TO REMAIN VJF. M � # I 1 r1020 ARB•BID-PEW�AiT REVIEW ISSUE ASSUE5 COMPLETE RESPONSBLITY FOR THEIR USE.CWXAS OR OTESOS PROVIDE R-3 BATT NSUL BETE815TU05 V V7 COX 5HEATHNG ON EXTEIIOR FACE OF MALL 1 Wr GTP BD OM INTERIOR FACE OF HALL PLAT45 PROVIDE E REM'NOR I eE BLDG RAP R NA SUING COVERLOSED-UP TO MATCH 1 R T M TC SI SIZE f REMAIN N AREAS IR I IIIDOOS 1 DOORS `, �U I L LAG E O F RYE E RO O I AA DOQRIFNT AWL LATEST EaT011,THE GENERAL CONaTID115 OF THE CONTRACT FOR CONSTRUCTION SHAD BE N tl>u FORCE FOR THE ARE TO BE REMOVED 1 DX OPENINGS ARE 10 BE Q05EDiP CONTRACTOR TO MATCH SQE Of ADJACENT EX FRAI'O1G 1 TFCKIE55 OF NEW ASPHALT SHINGLE � 12/ /2020 ARa-SIaPERAYT REVIEW ISSUE DURATION OF THIS PROJECT. EXTERIOR 5F0THNG 1 INTERIOR FINISH.iIESE AREAS To RECEIVE IN BLOC.RAP I I SIL 1 NA SIDING TO BE FEATHERED INTO EX ROOFING TO MATCH.ALIGN 1I e a np� (L C 10 2/2020 PROGRESS REVIEW RESIO IT SIDING TO RE NEII TYP.CONTRACTOR TO OR TO I OMER ANY ALTERNATE EXTERIOR SUNG F1MSFf5 FOR ADDITION AND/OR BE FEATHERED INTO EXIST. DNA' AL U I L D I N G D E Al RT M C I PROJECT SHALL BE CONSTRUCTED N ACCORDANCE NTH ALL APPLICABLE PROVISIONS OF STATE 1 LOCAL CODE5.REQ�IEMTS OF UTILITY RESDNG ENTIRE HIOSE MA 1 DOSTIIG PORT10115<NOR TO E>D SBMIfTAlS TO GRADE +-• COWAW HAVING JIRbOCT10111 ACCEPTABLE STANDARDS FOR FIRST-CLASS NOWIAN HP TO REMAIN OVER tap I 6/2020 PROGRESS REVIEW t NEI INTERIOR NALL CONSTRUCTION TO BE 2X4110 SM OR 2Xl W SM L45 IiOICATED BY OMI SM I I'O.C.V Vf GTP BD EA ROOFING FELT to/ICE 1 SHADED AREA INDICATES PROPOSED BASEMENT 1 � ' ..�...ra�......._ t ALL CONTRACTORS SHAH MMNTAN ALL INSURANCES N NV=SFRDENT TO MID 0 0 AND ARCHITECT HARMLESS FROM ALL CAMAS SUE TTP.0 AREAS 11ERE EX.INTERIOR NALL5 ARE TO BE EXTENDED OR INHERE EX OPENINGS ARE TO BE CL05ED-W OR M ODR N SIZE. WATER SHIELD N PERIMETER I �My°j�8 FIR57 FLOOR ADDITION,EXIST.CONIC.PATIO TO BE REV. DATE REV SIM FOR DAMAGE.NARY OR DEATH ARISING OUT OF ffVORMI�OF INS WORK. CONTRACTOR TO MATCH SIZE OF EX.MALL FRAnNG I TLCLNES5 OF NULL FNSH OI BOTH SIDES OF HALL F 50 RWO. AS RECOMMENDED BY MANUF. REMOVED TO PROVIDE FOR NEW ADDITION e SPECS TTP. ToxLot 129.67-1-67 L CONTRACTOR SHALL MMAN FIRE N51RANCE ON ALL INTERIMS SUPPLED BY H1.TOOLS 1 EQIP"ENT.ETC.STORED ON THE SIRE OM L PROVIDE DOUBLE HEADERS AT All OPEMI A ON 5PAN51DT TO EXCEL THE FOLLONNc 9ahc&cb nw N/F Angvny Fmnk � � SHALL MAIITAN FiRE INSURANCE ON THE BUILDING AND AU MATERIALS DICOR PORARD N THE FINAL CONSTRICTION. yy b Y-C 2-2ifs 0.2r warn Anrrctnaio venturo 2S2 G+orm ,� � 3 < 3,'In f-C 2-2ws S/8'THICK COX PLYWOOD on line EmlWett Q I X : R 8 ,z as L All IORK,LABOR AiD MATERIALS.SHALL COMPLY NTH THE UNIFORM FIRE PREVEMIION AND BUILDING CODE AND OTHER APPLICABLE t-r w r-0' 2-2d� SHEATHING - Cr,w Lo*Fore 5 W2Q'2�w 50.tX1 x x m ry - �7 - STATUTES.CODES AND ORDINANCES.NCLONG PROVISIONS OF THE ENERGY CONSERVATION CONSTROILTgN CODE AND REOUiREfENTS OF OVER C-q 2-hV&AND BRACEDlk Of /`• UTILITY COMPANIES MOTE PROIIDE LARGER HEADERS METE INDICATED ON DRANIGS INSUI.BAFFLES t Fd6drAgpLot B o.2s sojm` L % $a a a 1 CONTRACTOR SHAH OBTAIN ALL PERMITS AMID CONSTRUCTION APPROVALS.PAY FOR ALL FEES RELATING TO THE CONSTRUCTION OF THIS i.All LUMBER SNAIL BE DOUGLAS FIR-LAM NO2 QSO P515NGLE.11150 PSI REPETITIVE.E�100A00 PSI OM I MAX MOISTURE CONTEND KA 12 FM G►!0430 r a el < gsg4 PROJECT.AND SWILL BE RESPONSIBLE OF NOTIFICATION TO THE VILLAGE OF RTE BROOK M CONAICTION MATH ANT REQUIRED 16PECTIONS. CFRTF� MPSON HURRICANE TIES - 3; 1 1 2SA.INSTALL LL AS PER S r- � 2,9 .,� t 8 Y 8 tS _ L ARCHITECT HAS NOT BEEN RETAINED TO PERFOR"BOOING OR FIELD SUPERVISION OF THE PROJECT NOR DOES HE ASSRE ANY 1 PROVIDE PRESSURE-TREATED MEMBERS AS REARED.NCAUDING BUY NOT LIMITED To SOLE RATES.SLEEPERS,MSC.BLOCM ETC. MP50N SPECS TYP. x 2:sue x 217-U X! 'A ` x � /�o'G I Q OMPOL 0M OTHER THIAN FOR THE ALCIRACT OF rig DRAMNGS SUBMITTED HEREON.ANY IAIAUTH ORIZED ADDITION OR ALTERATION TO n - It tP' 'e THESE DOCUMENTS,b L All STEEL CONSTRUCTION TO CONFORM TO LATEST EH)rTI011 OF Alf AbC MINIMA INCH RATR TO BE THRRIfBOITED V l?BOLTS AT x?'aw US' 1l a !3 t ARCHTECT b RESPONSIBLE OMIT FOR NORK SHIOM ON THESE DRANIGS GENERAL CONTRACTOR TO COORDINATE MATH OTHER N O.C.STAGGERED. WHITE ALUM.DRIP EDGE v F©.crs`.+rr;1r• � ' ,x l A z �'/x ` 19°� b a '- WHITE ALUM.GUTTER l J► BUT MOTALTORS AND/OR SUPPLIERS FOR PROPER INTEGRATION OF RELATED SUPPLIERS FOR PROPER INTEGRATDM OF RELATED NORK MCLIDONG t PROVDE GALV.iTTL JOST HAN GETS AT AU FU 5H-FRAMFING CONDITIONS.(S T5N M EQ AL) S . �` i R HI S» IE NORK NQ MATCH EX15T. $ . SLUT 12.83' w2c � a l�R Y� p ALL EXTERIOR DECK FRAMING llfBBR TO BE PRESSURE TREATEQ ALL FRMISHI LIRIBER TO BE CLEAR CEDAR RIMLESS INdf.ATED OTHEREE) .'•'`' ,, - 1. err n 2=3Sys 39,�' � x P ?Y xr -MECHANICAL AND ELECTRCAL TRADES AND ALL FASTENERS TO BE GALVAMR.ED OR CORK"RESISTANT 7/0 FIRST FLOOR , �.'F- -EQIPIENT SPECIALTIES IIAII PLATE ' ..�;....&114.: C)§N W MA50NRY TERRACE Q .�to nay mar G.as 0 THE ARCHITECT CERTIFIES THAT TO THE BEST OF HH5 D1�ILEOGE.WOaM=AND BELIEF THAT TIE IM WE ON THESE DRAMNG5 THERMAL E M 015 T U R E PROTECTION - � ,T ccw�+P r4�E 3 2t6� ' _R. Q�,r Over �-+�►�t CORM S INTH THE MNOST CURRBIT BERGT CONSERVATION CONSTRICTION CODE 2'X(,'RAFTERS N K'O.C. � FredMop:o•7 2T °`l;t1. zi f9X. G dr 40.08'�'►Y1O��''"' O 8 a R L SWIG SHALL BE VINYL BY CERTANTEED WE EXTERIOR ELEVATWM6M OVER'TYVEK'.OR EOWL BUILDING RAP OVER V7 EXTERIOR GRADE - To><for r29JS J 1; � F.M.flow w n•..�I FF CAR tyo^ITC NEW FRONT PORCH) � �X i5�� ��j if,; RT0000 SHEATF04 CLOSED CELL SPRAY FOAM y y Na T 1 x z.e29 '12 - M;et ; � � a !2 a L RIAbI01S AND REPRESENTATIONS RELATING TO THE EXISTING SITE AND BUILDING CONDITIONS ARE APPROXIMATE CONTRACTOR SHALL CGnvnon Schoo/ 1 �- tmec NS a VERIFY Q(bT11G CONDITIONS AID QOEISIOI6 PRIOR TO ANY CONSTRICTION AM REPORT AV DISCREPANCIES TO THE ARCHITECT N INI111G IMMEDIATELY I PROVIDE METAL FLASHING AT NTE SECi01b OF MA I EXISTING ROOFS.OVER ALL NIDOIL HOER SILLS.AT ALL ROOF PEMETRAT016,AND INSUL.R-41 VALUE WHERE B RALT .`•� ►story 1 ww l R Q �w��a �g �a � �I Q CONTRACTOR SILL VSMi THE SITE AND FARARQE HII{96E1F MATH GENERAL CONDITIONS IADHt OHHCN THE PROJECT S TO BE PERFORMED, AS OTHER15E�FOR RATERi1GHT SEAL BATT INSUL.WILL NOT FIT Brick A Frame �x 3 1 x a %w COR-A-VENT CONY. xestdef=e Mam r `� hl a PRIOR TO SUBMISSION OF BiDS.CMD1810EMENT OF 11M 5HAU BE DEEMED AS CONTRACTORS 57ATEMM THAT SUCH BORK SHALL BE 1 PROM GriTERS I LEADERS TO MATCH EXISTING AS REO'0.TO TIE INTO EXISTING 5TOR M1 NATER SYSTEM.REROUTE EX SYSTEM AS SOFFIT VENT RE:FLOOR PLANS FOR © x rr ss� O IN 9 �e g� REO'D BY HEN CONSTRUCTION. � R 1 & g 0(KUfEDN HEADER SAES rctGlttiwarEF sG�.r2 �,:.• p?a �s ] � ISM ��X� ��R� B.MR NO CRCU 5IANCE5 S THE CONTRACTOR TO'SCALE'ORANIG5 IN ORDER 10 OBTAIN DIMENSIONS,ANY 0071M REGARDMG �ROOFOKG TO BE ASPHALT SHINGLES TO MATCH EX HOUSE STAMDARQ OVER 6r ROOFING FELT ON RJi E7(T GRACE RTOOOD IN5TALIED FASCIA I OVERHANG TO F I � EXIST.MASONRY PORCH ► REMOVE EXIST. O T E �,., � � �R 1 �ill. IDi OM SHALL BE WERRED TO THE ARCHITECT ONO SHALL PROVIDE THE WORMAIM PER DM IG TO EELS INS ALT SHNG CONTRACTOR X PROVIDE Hl 20 OV ROOFERS NG FELT T MATCH 1 ALIGN W/EXIST. 7 X 8'CLING JOISTS IL O.C. TO BE COMPLETELY x 2ra76 / I FRONT STEPS 1 �q� g DK GC SHALL COORDINATE TO BORK Of ALL TRADES TO FACILITATE UPD COMPLETION MAINTAIN I REi15E5 FREE OF Au OM AT Au TO REMAIN / BOW WINDOW srv,R D Y .1 11 1 M5 I REMOVED 1 REPLACE i D."T iffi gi PROVIDE COMTMiMOuS SCREBIED YENTs AS oE1ALED AND OR AS RE01RED PROVIDE I VT CLEAR AREA ABOVE OSULATNNH FOR ADEQUATE R-41 GATT INSUG.TYP. W/NEW WOOD DECK , JrTiES NCLUDIKG REf1O11AL OF ALL OEBRS AT 1HE EMO OF COMSTIIICTIOIL ROOF VIM DRILL THRU FRAMG AS REOLM FOR CLEAR PASSAGE OF AR TO VENTS PROVIDE I VY CONTWO6 50MM IN EX WINDOW CASINGS TO MATCH Y KITCHEN � Kim. ���� ��� 6 CLEAN,A�AND/OR REPAIR MI%caDI1M7Ms As REQUIRED AND/OR WG RADE To MEET BUILDING CODE AS DIRECTED BY LOCAL �5 To RE1Wi AS SIM . 1 ALIGN W/EXIST.TO VT GYP.BD.FihT".rH N INTERIOR TYP. �A L REMAIN SL.%T t ADDITION Mzs, 40.0 p L ALL EXISTING SNITCHES.OUTLETS.UIGHTNG,MALLS OWNS.DOORS.ETA MDT INTERFERING INTH NO OO K ARE TO REMAK RELOCATE ALL 0 INTERIOR.INSULATIONIL&AM 1lTlIIING M SHALL 0.T UHT I M OUTERA u OR RIGID TYPE MATH R-VAIIES AS SHOM ON DRAwNGS FOR.FACE *INTERIOR CASINL-t,1 TRIM TO MATCH I` NCO ITC NE9 EXISTNG SERVICES THAT DO INTERFERE WN NEI CONSTRUCTION.PATCH AND RESTORE ALL EX15TMG 51IRFACE5 EXPOSED MWOR DAMAGED � ANDERSEN WINDOWS 400 EXIST.OR ALT.AS DIRECTED BY b 1 ALL NDOOS 1 DOORS 1 TWO HALL PEMETRATIOM5 TO BE SEALED V EXPANDING SPRAY FOAM OR OTHER APPROVED MEYF00 OR 'n SERIES OiRHHER TYP Tax Lot J29.67-J-66 Q g J g N TM CONTRACTOR SHAH PROVIDE All EDGE STRPS,n"K,5.TRIM,SOFFITS,RRRIN<A FA5CU5.THREM056 AND OTHER NORK AS RC�WREO SEAWIT TTP. rC � Arco=lS,t7CJ10.Q0 Sq.Ft. � r �� R Ch+r�ey O O Ga BY FELD COLIOET101I5 TO COMPLETE CONSTRICTION AND MATCH EXISTING PROFILES ALL NIA MOLDINGS.TEL DOORS.CASINGS AMID FINISH N uG � FLASHING fn �.344 Acres 4"aurw►aH© � x 1z� o o x Mr re O ~O E FINISH All IIEO DOORS AND■DORr>COMPLETE TO MATCH EULLOIIG STANDARD L CONTRACTOR TO PROVIDE Fill WIDERLAYIIENT Of ICE 1 MATER SNEID FOR All ROOFS INTH A PATCH OF 4 N Q OR 1E55 U I. "frCcoW TREE ^ ^ I W p 2 MECHANICAL,SYSTEMS ANDAADEM ACT 0 SUPPORT ALL IH CONSTRL 10 AANDI MOM I A5 NEOUREQ OF EX1S11NG ELECTRICAL AND � N.�2,2Cr`E i;GO y.; t• - _w - \Z M.PROVIDE 10 DOOR5 t WINDOWS x ,, O o�go IV, \ 2•X V STUDS I IL'O.C.W/R-21 Fled MGST lot 7 21"M µ l_ Z ig=g o m 5 20.PROVIDE HARD MORE BATTERY BACK-UP SMOKE DETECTORS.ONE PER FLOOR 1 N ALL BEDROOMS.PROVIDE RATE OF ELSE HEAT L I DOOS SRAM BE BY ANDERS81 V INSULATED GLASS.FACTORT-APPLIED SCREEN COMPLETE iTH HARDNARE 1 IEATHHt5TRPPIUG, � BATT INSUL. F.M.sloix © .. g X O DETECTOR N MOM BOILER AREA 1 N GARAGE. REDO INTH ALL REQUIRED JAMBS,TRDL 5ILL5,AND 5NAP-0N GRILLES ETC AS WM 057AUD PER M o.SPECS r If Ma � =1111111100O/ ,�C�o�Q 10me Ga O I EXTERIOR FLASH TO BE CLAD VNTL INTERIOR TO BE PRIED TO RECEIVE PANT.FDISH AS SELECTED BY DINER r, 7 X 12'JOISTS K'O.C. ?` FBed Map Lot 6 pE� _ F.M.IY 10130 wk: INSURANCE A gwALll HARDINARE ffo SHALL MN INDIAtED oM oRAIINGs AND/Ot TO MATCH H1oIbE STAiDARD•5EE DOOR 50MM F APPLICABLE FOR EXIST.BRICK VENEER TO FINISHED FLOORING TO MATCH lax tot 12P.67-I-M N L CMTRX70R SHALL SECURE PAT FOR AND MAINTAIN.DAM CO57RLCTVA ALL OF THE NSRANCE POLICES REM O TO COVER ALL BE REMOVE EXIST OR OTHENWISE AS RRiK PERFORMED BY HIM AMID EACH OF HIS 9ACONTRACi025 AND MAJOR SUPPLIERS.OCLLIDIIIG MMRADM COVERAGE FOR NORKMBFS INDICATED ON PLANS OR AS 1 I �8raobrsara � I � (2::il Z N Z c" COMP!]SWIM GENERAL LIABILITY AND OMABLiTY.CONTRACTOR SHALL NOT COMMENCE IOR K IIM SUCH INSURANCE HAS BEEN OBTAINED AMID FIN 15 H E S ( EQUIPMENT NEW CEDAR SHAKE SIDING L' SELECTED BY CORNER ff 0 a CERTIFICATES HAVE BEEN DEUVERED TO THE OIER OINER SHAH BE NAMED AS'ADDITIONAL 115 REIT EXPOSURE(CEDAR I NOTE:DATA ADAPTED FROM SURVEY AS PREPARED BY TC MERRITT LAND E m BREATHER OPTIONAL)- 3/1'TOG PLYWOOD SURVEYORS.PLEASANTVILLE.NY DATED:JANUARY 20.2011 Q --� i- O I TO THE FULLEST EXTENT PERMITTED BY LAIL THE CONTRACTOR SHUT K E W AND.DID HAME55 THE OONER AND ARCHTECT.AND L PROVIDE Vr OR S/i SHEETROCK ON ALL KIM SURFACES,AS KXATED ON BANS.PULE NA 7ATERPROOr BOARD AT MST AREAS ° � APPROVE s Q Q THU AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAMS,DAMAGES.1055E5 AMID EXPENSES,KIM BUT NOT L"TED TO ATTORNEY'5 NCLUM BUT NOT LIMITED TO BACKSPIAS,VANMTNES.TM 15HOEM ETC I SUB-FLOORING.GLUED 1 j E Z Z . y FEES.A05 KG OUT OF OR RESL7NG FROM THE PERFORMA CF OF THE NOM PROVESIG THAT ANY RICH CLAiL DAMAGE.1055 OR EXPBSE W TTVEK OR EQ.BLDG WRAP SCREWED TO JOSTS TYP. ! SITE PLAN SCALE:I'=20'-O' � a � � b ATTRIBUTABLE TO WRY HART OR TO DESTRUCTION OF TANGLE PROPERTY'(OTHER THAN THE W K ITSELF)INCLUDING THE L055 OF THE 15HEETROCK TO BE TAPED.5PAOM.M PIN COAT AND PREPARED FOR fWsES AS 58MED BY OINER-5EE 50MU ff APPLCABLE OVER VY CDX PLYWOOD I USE RE5MTIIG THREI MI.AND IM b CAUSED N IHIOLE OR N PART BY ANY NEGLIGENT ACT OR MISSION OF THE CONTRACTOR ANT FOR ADDITIONAL IFORIIATROL SHEATHING TYP. R-30 BATT IN50L.I PERIMETER m Z Z Lo SBCONTRACTOR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY MY Of THEM OR ANYONE FOR MOM ACTS ANY OF THEM MY BE GABLE OF FLOOR FRAMING MIN.24'HIDEA04 Q � O c REGARDLESS OF VI ETHER OR NOT ri S CAUSED N PART BY A PARTY MMM6M HEREUNDER. 1 M-FLOORING TO BE 3/f TOG AC PLYWOD.GLUED 1 5CRW 10 FINK T/O FIR57 FLOOR I OR 2 J0157 BAYS TYP. O 10 50 Z V � 4.ALL MOO CABINETRi.APPLIANCES.MANOR).ETC BY OTHERS,AS SELECTED BY ONER CONTRACTOR TO PROVIDE RMAIG. FINISHED FLOORING 0 An O � Z DEMOLITION AND REMOVALS INSTALLATION.I ANY WjC.BLOCKING,FOR ALL KITCHEN ITEMS PER MAMF SPECS 1 RECOiI ENDATVA OIER TO SELECT ALL ITEMS PRIOR TO IZ vi N c� O COMMENT of PROJECT PWvTE CONTRACTOR I/SPEC SHEETS AND/OR PRODUCt AANIF NIiIBER5 FOR COORD.SEE CAW ' VILLAGE OF RYE BROOK ZONING R-15ONE-FAMILY RESIDENTIAL DISTRI � Z O Z U o L CONTRACTOR SHALL FIRWH ALL LABOR MATERIALS AND Ed1FMENT AS REQUIRED TO COMPLETE THE DBMx1T101i 1 W 0 14 OF ALL ITEMS ORANIGS FOR ADDITIONAL UFO. I uJ O AS SFDINI ON ORAaI(,S i ALL CLOTHING CLOSETS TO HAVE 11L M HANCH ROD a W-r Aft V M SHELF ABOVE I K'-0'A.F.F.AS SHOM ON FLOOR PLAN.ROD 1 I J 93dO uJ V) o Lu I 2 ALL DE1IO1rt1011 DEBitb SHAH BE REMIOYEO FROM THE PREMISES EXCEPT THOSE ITEMS TO BE REUSED.RETURNED TO OMER.OR AS SHELF LENGTH TO BE f-0'RAM A.F LENGTH EXCEEDS I-V.CONTRACTOR TO ADD INTERMEDIATE PANEL TYPE SUPPORTS.I V7 iHK, 1 WJCA(iE OF RYE I=ZONING 250-20 R-1S OW-FA11�Y DIAL DISTINCT '____- TO RDV1041E0 O OOOA OESK;hIAT10N cn 0 m Q J OTHERMSE OIRECiEO.UPON COMPLETION OF DEMOLITION IORK.All AREAS SHALL BE LEFT BROOM CLEAN.GC SHAH MAINTAIN OU PSTEIt EOUAIIT SPACED TO CENTER ANT AOdiONAI SHELVING OR COlIFIGS TO BE COORD V OMdER PRIOR TO SUBMITTAL OF BIDS 1 SHOULD BE Z Z W ON-SRTE AS REGD COORD.V OMfR NCLUDED M PRICING TYP. I TYPE OF LISE REDID DUSTING PROPOSED EXT�ONTRLIM O W�Qw DF �T7�1 O O W Q l ALL NNDON I DOOR TRILL HIARDOARE BASEBOARDS.CROP M OLDNGS,ETC TO MATCH HOUSE STANDARD ALL INTERIOR DOORS TO MATCH I ROVIDE JGIST HANGERS ENDS TO RfAMN H U u_ �- O 3.ALL AREAS OF 11016E INCH ARE MIOi INCLUDED N SCOPE OF NORK TO BE SEALEOOFf V PLASTIC OUST BARKERS,NCUDNG AN WAC NOW STANDARD.CONTRACTOR To CHORD V OMER ANT AREAS TO WCEIVE Fllt!5HE5.Tit01 NORIC DOORS,ETC INICN ARE TO BE OF JOISTS'SOLID BLOCKING 9 MAX(3R�S FLOOR AREA 4AD0 SF+ 2.63545 SF 3.293 SF ¢ w � 3 DUCTS TIP 1 ,, HER03Bfl1lc1D14J11O [ KEY NOTE MMNATION O V S DFFERFNi FROM HOUSE STANDARD.PRIOR TO BD SUBMITTAL TYP MID SPAN A,R 8'-O'O.C.MAX. ROT AREA-2001 i OJ47M SM SF ADDED � w N PLAN OAOETE U � LJ.I t MERE REMOVALS ARE Not POSSIBLE INTHIOUi DAMAGE Of ExSTOIG COIQTIONS TO REMADL GC SHAH REPAIR OR REPLACE SAKE AS I LL Z Q "Oj REOUIRED I LNEN CLOSETS I PAMTRT C105ETS TO RECEIVE 19 ADJUSTABLE SHELVES SHELVES To BE 3/f THIN NO MATERIAL.PANT GRADE I/ RUN GYP B_T.TO SILL PLATE EI5,000-2170 x 01I478420 PE1M Ca'1STR1CT101d Lu C� C5 _U HOOD.EDGE SHELF 5UPPOV5 TO BE SIDE 5 PPORTDNG TYPE MTL STANDARDS 1 ADJUSTABLE MARL SPPORTS. I '� ttAAS�Y VENUR V Z g us CL S PHASING OF PROJECT TO BE COORD 0/OWER PRIOR TO COM HEN EVENT OF PROJECT 4XID SF-77e2369938 SF= A SECTION •'uJ Lu _i Lu a L ALL FINISH FLOORING TO BE SELECTED BY OINER CONTRACTOR TO COORD All FLOOR FINISHES V OMER PRIOR TO as SUBMITTALS TTP I NEW CQNSTR TDIN A-) OESIalAT10N N (' O C CONTRACTOR TO COORD V OMER ANY 1 ALL 11A1ERLIL5 i0 REI N 1 TO BE REFURBISHED I 3G2217M SF �� FI E-MTED ASSD&Y 8 1 UPON REMOVAL of EXISTING FDISFES PRIOR TO REMOVAL OF STMTICTURAI ELEMENTS CONTRACTOR SHAH NOTIFY ARLIiTECi FOR ELECTRICAL-PLUMBING t H V A C I IIIAI M SIZE OF LOT: NEW CONSTRUCTION 16PECTON AND/OR VE 070N OF DUSTING CONDITIONS,ASSUMED AS SHIM ON DRANK&EXISTING FRAMMNX,SHALL BE INSPECTED BY I AREA 707AL F4000 SF 15.000 SF MOM SF WOOD FR#A1E M INTI Ni IR BDATEN Cn st_^ `g CONTRACTOR TO NSRE THAT R S ADEQUATE 10 SUPPORT ALL NEI CAMSTWIP11 AID/OR"OOFT iT AS REARED OR ORMTED BY L All WORK 10 CONFORM INTH STATE AND LOCAL CODES.REQW U M5 OF MITY COMPAIE5 HAVING MAXIM AND 57AIDOM u. � NEW CMTMTM DES10�Y um ^ (n ^�$ r ARCIITECi. ACCEPTED BY NATIONAL HFCTR IM KnK I MECHANICAL CODES.ASHRAE SIVM NAMNAI BOARD OF UMIDERINITEM NFPA.ETC = I o e 2S V LATEST EMTIOI6 > V7 GYP.@L.FINISH TYP. FgRIZ.CIRCLE DIAMETER DOA FT DOA FT IOOA FT MIOOD RdAIE BEARID WALL W o 1'- >K L DEIIOLITDM 1 iEMI01lAL5 SHOP ON DRAMS ARE ABBREVIATED FOR CLARITY.ACCOMPLISH All RtTi0VAl5 REQ/tED TO ACHIEVE THE I- I FRONTAGE TS-FT DOA FT DOA FT ( l Cj FINAL DESKA REMOVALS INCLUDE BUT ARE NOT DOTED TO EXI5TDIG PIUIBING FIXTM CABINETRY.DOORS,MOOTS,TAUS,CRAK 5 AND I ALL ELECTRICIANS AND RIIBER5 SHALL BE LICENSED IN THE STATE OF NEI YORK AND SPECIFICALLY IN NE5TQESTBR COINTT AND/OR UH PROVIDE NEI STONE WATER 2'X C WOOD STUD FRAMING•IC 1 1 DETAIL v V FLOOR FRAMING OTHER THAN MEMBERS DESIGNED TO WIN IN THE FINAA DESIGN. THE VILLAGE OF RYE BROOK.F 50 REQUIRED. W TABLE I FNDN WAIL SHELF � O.C.W/R-2,BATT INSUL. MNAti YARD D►ENSIDH�& A3 %_-, DEMWTION Z Lu G�X� � INHERE BRICK VENEER iS BETWEEN TYP. G- O t SORE-UP 1 NEEDLE AND OTHERMSE ADEQATELY PROTECT EXI5TiNG CONSTRUCTION NCH NOLD OTHERMSE BE TEMPORARRLY 3.EXACT LOCA110N OF ALL ELECTRICAL OUTLETS.LLNTiK.SINTCHES.PA ME 1 CABLE TV JACKS.ETC,MMGT BE REVEV D MATH 000 PRIOR = REMOVED. PROVIDE FLASHING I FIDNT 40A FT 3W198 FT 39JT8 FT Z ]C � 2 USUPPORTEp AS A RESAT OF CMI5TRICTIOIL TEMPORARY 51 M75 SHALL BE N PLACE PRIOR TO DE1WW TO INSTALLATION.LOCATIONS OF 5INTCHE5 NOT SIM ON RAMS PER 0110M INSTRUCTION,ONE R 55TCHES GLIDE TYPE)AS IMF.BY u ABBREVIATIONS O 9 Luray OR EQ.COLOR AS SELECTED BY DINER I- 1 COUNTER FLASHING TTP. 1 2'X L'BLOCKING V2 WALL SCE i.EAST DI) 150 FT 202 FT 202 FT W O = 1° 0 FASTING FRAMING SHAH BE DSPECTED BY CONTRACTOR TO 160 THAT IT 5 ADEQUATE TO SUPPORT ALL NEI CON57OXI ON AID/OR t HEIGHT TTP M ANCHOR BOLT CaflN GENERATOR P7N PARTITION � MODIFY iT AS REOM t EXISTING MECHHAiCAI 1 ELECTRICAL 5T5TEM 5 TO BE EXTENDED INi010 AREAS TO THE INTENT OF ARCHITECTURAL PLANS,RELOCATE FNDN WALLS TO BE STEPPED I SOE[TOTAL OF TWO) 40D FT 49.73 FT 49.73 FT m V E ;. ACT ACOUSTIC CEILING,TILE GENL GENERAL PREFAB PREFABRICATED EX15TOIG EQIPI®IT AS REARED. I ACCORDING TO FINAL GRADES AWADOL ADDITIONAL GL GLASS N� uJ w $ l REMOVE EX IALKS.PATIOS.ETC A5 SHOP.SALVAGE INTERNALS AS DIRECTED BY OMNER � REAR 40A FT 8e.87 FT 56.9BT FT L PROVIDE ALL LIGHTING FIXTURES.REO'D.CMRWTRY.ONITLET5.AND 50TCHE5 ON THE DRANNGS FOR A COMPLETE INSTALLATION ALL NDiR TYP. AFF ABOVE RMS ED FLOOR GYP GYPSUM OT OIWFRY TL.E Z GGGGGGGGGG� Q.CONTRACTOR TO LOCATE ALL UMNDERMUND UTILITIES PRIOR TO EXCAVATION CALL.H•IDO-W-Ni5'CALL BEFORE YOU DIG'FOR TO BE DONE ON NEI CRWTS.CONTRACTOR TO BE RESPONSIBLE IN APPROPRIATE AMR AND TYPE OF OUTLE15 AND SPAM AT W IAAI0+IA1HEDO OF KS 2 STORIES/30.0 FT 1 STORY/W-B 3/4' 1 STORY/W-8 3/4' ALLM ALLM�M GYP� GYPSUM BOND O Q c� NOTIFICATION TO UTILITY COMPANIES.COYTRACTOR TO CHORD.N FELD V OMER INCH TREES.SHRUBS OR OTHER LANDSCAPE ELEMENTS ARE C05T TO THE OMER fIETHER WX ATED ON THE ORAMMGS OR NOT. V7 1 t8'LONG ANCHOR BOL75 ALT AL70WTE GINS GYPSUM WALL BOND R REA/RADL19 H_N TO BE SAVED.REMOV®ANO/oR RELOCATED SPACED i 48'O.C.172'O.C. HEIR SETBACK RATD FOR 0.60 02 038 A ANGLE u FEFFIGEIK70R � L ELECTRICAL CONTRACTOR TO PROVIDE ALL ELECTRICAL CONNECTIONS TO LEI MECHANICAL EQIPIM. AC AR CONDRTCN IS HC HOLLOW CORE REM REMNNL �Lu :) - MAX)MAX.I7 FROM PLATE TERMITE SHIELDS 1511L SEALER• HDIi SETBACK RATD WE 160 0.76 ale A" ASPHALT FCP KgWNCAPPED PERSON FEG f[GUI AR LL) J D CONTRACTOR TO PROTECT EX FOOTINGS FROM BRIG 11DEW1E0 AS A RESULT OF ANY EXCAVATION 1 UNDEIRPIN AS READ ENDS,MIN I2)A B.PER PLATE PLATES TYP. HDIND FWDINDOD RENF O 1 ALL INTER SUPPLY LINES SHAH BE TYPE t'COPPER ALL MSTE AND VENT LINES SHALL BE MO-HUB CAST�ON OR PVC AS DIRECTED BY K PROVIDE TREVCH NG FOR RELOCATION OF ANT UTILITIES.LOCATIONS I COORD 1/G.C.107M TRADES FOR EXACT MODITS. LOCAL BLLDNG OFFICIAL ALL IATER WIPLT LINES SHAH BE INSULATED INTH f FiEnGIASS SLEEVES.PROPERLY TAPED AT JOINTS.ALL II/3'X 3'X V4'WASHERS( MIGLMUXY18.E DP91SPI1D ONLOT 12MO SF T2AOOA SF Remo SF SET/BETW KIWEEN HDWE HAIDWARE REO/IQD REDU D Q a PIPING ON EXTERIOR MALLS ARE TO BE PROPERLY N5LLATED TO PREVENT FREEDKG AND BREAKAGE NUTS TYP. FLASHING 9 4JOOD FRAMING IfumF.00RNEAOI PCLa 120Q0� 1965,0 SF 3,21T3 SF 15e111ss SF MOOED 1 atm ��DidG HI"A /HstHOLLOW TAL � tE�s1oN V)� w � 6.SALVAGE EX iECHL/ELECT EQUIPMENT INCL BOLER MIER HEATER AR HANDLERS.CAMPRESSOR5L PANELS.ETC 1 STORE FOR REUSE AS DIRECTED BY OWE L FIRMSH I INSTALL ALL FOUro"TIONS.WAIVERS.15PPORT5 FOR ALL EQWPMENt,SCLUOIKG WWRT5 FOR PUPS.PPNG•HEADERS.ETC. CMU FNDN WALLS EXPOSED V7 EXPANSON JOINT•PERIM.OF � um WAC HATING.VENTILATING L FILIG ROLL-W GILL Z� p (� 9 REMOVE ALL EQUIPMENT NO LONGER NECESSARY.CAP AMID MAKE SAFE REMOVED AND DGCOOIKECTED MATERIALS BELOO FINISHED SURFACES. KEY: NOTES: 5/0 60770M OF AN CONDRTIONNG ROOF, FCC" �+ L EX6111G PLIRBIIG.WAC I ELECTRICAL SYSTEM TO BE MODIFIED AS REIOD TO 5EWCE NEI DESKA EX6TTNX,IT INCH aL MOT BE ABOVE GRADE TO BE SLABS TYP. - BLCKL IN.001aNG HOW HOKONTAL O.j Q r PAINTED WHITE W/ PR=HOPE REOURED if HIGH FONT 9C SELF-CLOSNG H O Ce c" „OD REMISED IN NIA DESITAI ARE TO BE COMPLETELY REIf0YE0 WERE POSSIBLE INHERE p45TiMG REINS CAN NOT BE COMPLETELY REMOVED OR b t RUBIKG 1 HIEATIKG CONTRACTOR MUST LATOUi F15 IORK M ADVANCE OF NIA COMSTRUC7ION 1 VEitEI'RFQ'D.QFaRAMCFS TO AVOID q G., NOT COST EFFECTIVE TO DO 50.PFW,TO BE CAPPED-Off.DUCT BORK TO BE PROPERLY 5EALED-OFf.Oft TO BE PROPERLY NECESSARY CUTTING 1 PATCHING.LOCATIONS OF ALL PIPING TO BE VERIFIED NTH 006 PRIOR TO QSTAUATDHS.RELOCATE EX APPROPRIATE MASONRY 'CONC.SLAB REINF.W/LXL Ill►--PDT APPLICABLE - �1 �T sIM `�CORE� p ce Lu s ^ M DISCONNECTED 1 TERMINATED BEHIND FISHED 5RFACES TYP RADIATORS TO REMAIN AS REQ'D BY NA WORK PAINT TYP. 10/10 W.W.F.TYP. NC=NO CHANGE - CP CAST N RACE D NSA MOSOWDNLETBR SECT/SC7N SECTION p M - 9 Q C.) CONTROL JOIN INFO NFID"TION SCHED S IOBLE Q W R MASK H AS THE REMODELING AND/OR REHABILITATION OF AN EX05TiK,BLLOMG REOM THAN CERTAIN ASSUMPTIONS BE MADE 0 EXISTING AR SYSTEM TO BE RELOCATED FOR UN SPACES F APPLICABLE CONTRACTOR TO SIe11r LAYOUT DRAfNGS AMID SPECS TO CA CENTERLINE NSIL NSIJLATION 9M SIiGiM 0 Q 9 = RKGARDIKG EXISTING COMM AND BECAUSE 5012 OF THESE ASSUMPTIONS MY MOT BE VEWIABLE WNW EXPEWK ADQTIV01 SUMS ARCHITECT PRIOR TO FABRICATION OR 015TALLATM T/O FINISHED BASEMENT L tql.POLY VAPOR BARRIER DESIGN CRITERIA CLEAR a�ARAM� NiERA � SPEC sPECACA7IONs 0 � �^ OF WET.OR DESTROY OTHERINSE ADEOUIITE OR SERVCEABIE POFTM OF THE BROK THE OMER AGREES THAT.EXCEPT FOR UNDER SLABS TYP. CLG/CE1L CE LN6 N NCH STL STEEL O 3 �- i NEGLIGENCE ON THE PART OF THE ARCHITECT OR CONTRACTOR THE OPER ELL HOLD HARNESS.INDEMNIFY AND DEFEND THE ARCHITECT 11 CONTRACTOR 5 AU PROVIDE GUARANTEE FOR All MATERIAL AND IM FREE OF DEFECTS FOR(D FULL YEAR FROM DATE OF FINAL CONIC.SLAB CH CEELNG HEIGHT IN INEFOR STOR STORAGE _ z .o . AND CONTRACTOR FROM ANY AND ALL CLANS ARISING OUT OF THE PROFESSIONAL SERVICES IN=THI5 AGREEMENT APPROVAL I ACCEPTANCE OF OSTALLATM PROVIDE FREE MAINTENANCE SERVICE FOR 8 YEAR NCIIDNG ALL If{ESSART AD11l5TTE11T5 CIGNI CON NH LOOM LINT STRICT STRUCTURAL LL,I 'i- REPLACEMENTS AND CLEANING TO MAINTAIN SYSTEMS 0 TOP VORKNG EFFICIENCY 080 SHALL BE FUIT INSTRUCTED.AND PROVIDED RRTTEMI CLIMATE RESIDENTIAL CODE OF NEW PORK STATE I RC LAYS) COL Colt l AN JANITOR 9RGR SPEAKER U } I K T V 12)CONY.t5 HORIZ.REBAR CLIMATE AND GEOGRAPHIC DESIGN CRITERIA CONIC COPETE JC JANTORCLOSET SST STANLESSSTEEL Lu 'a"- THE N L CONTRACTOR SHALL COMPLY INTH All APPLICABLE PROVISIONS OF FEDERAL 51ATE AND LOCAL CODES NClWNG MI MDT LILTED TO N5TRIC11016 N THE PROPER OPERATION OF THE SYSTEMS, E5 o STANDARDS Of THE EPA,OUX NEWLJIP,DEPARTtW OF LABOR AND DEPARTMENT Of EiVIROM WIAL CONSERVATION.ETC INTH TOP COURSE OF CMU.FILL I AS PER 2020 RC NYS TABLE R3OL21D) CONY COMIWFD✓CONTIJOIS STND STAMM Q o 1= C REGARD To HANDUN G.REMOVAL.TRANSPORT.DISPOSAL AND/OR OTHER55E DISTURBANCE OF'HAZARDOUS'MATERIALS INCLUDING.BUT NOT Q.ELECTRICAL CONTRACTOR 10 VEINY SERVICE AND CAPACITY FOR N S WRL CONTRACTOR 10 TO NOTIFY ARCHITECT iDMEDIATELY F TOP TWO COURSES OF CMU Ni 11'.i ���D pEgGA M�IC SulslEt7 TO DAMAGE FROM INrtI3 IN FI0o0 At IEAi CE� COOR OC TE LAM POUND TE so SUPENDED SS STOW SADDLE Z4 0 Z�c� IDiTEO TO TOXIC TASTE CHEMICAL RADON ASBESTOS AND RENTED Pa001CTS ETC ANY SUCH UMORK SHALL BE MIOMTNTREO FOR DIFFERENT ALL NEV N1ORK TO BE INSTALLED ON HH CRWTS SOLID W/CONC.TYP. �• �- S10N LE1ui oBfJ Iltts wAUIM "MvA ANINII C1 CEAAMC TILE LL LANDLORD, N LLJ F S� r COMPUNII E AND SRAM BE PERFORMED BY CONTRACTORS LICENSED TO DO SUCH Rib. 11. �If= II�IIIIy-Ail LOAD aiRiO iBP �Iu■M i110 Tot CENER CONTRACTOR LCC LEAD-CRATED COPPEII T TAPAD 0 CONTRACTOR 10 - 0 INSPECT EXISTING FURNACE 70 V7AU MR VEERFY CAPACITY FOR ADDED SPACE AND/OR ZONES AND MODIFi'OR PROVIDE NA AS DIRECTED RMOSIATICALLY-CONTROLLED HEATKA AS 51M OR AS REOI).ON SEPARATE ZONES. BTTOV - t t r r M Gy SPEED TOPS SPEGAI NUt4 N� FROST TIME FINISHED GRADE �II-I 1�1 I i1 H:�. INIm IOC LOCATION TP. TOILET PAPER H0L1LR S I T E W O R K OINIER SYSTEM TO BE SIZED AS REIVO BY HEATTML CONTRACTOR CONCEAL AU PIPING AND RADIATION 0 CONNECTION THEREIN.Au � 11' Y X 24'XP5 RIGID R+ISUI.� 11M Er►Ec7 aE�GLD11 DOME QE LD PTN OF OFFuN6 fOLINfiAN 1AAX MAXudu1A T L G TONGUE E;RooVE OFF OFFUSER TA 70WEL BAR CONTROL Oft SHAH BE SPUD BY HEATING CONTRACTOR AND M57ALLED BY ELECTRICAL CONTRACTOR UPON COPLETiOM.BALANCE n�p�,wcs,ue,Gw�„ptpgyrGffrererwas I PROVIDE TOPSOIL AND GRASS SEED ALL BACKRI AND OTHER AREAS DISTURBED BY 10 CO STRUC1faN REGRAOE AROUND NEI OJT MATER SYSTEMS.FLOW Q15ET5 OF OPERATING 1 Mi1fEwa IN5TTbCTION5 AND CONTROL OMITS 10 OMB. WATERPROOF EXTERIOR OF I EXTERIOR M METER OF SLAB ZONE DAM OAWTER If CHI Y TWJTMXN6 THICK/THICKNESS ICK/THIdaESs 5TRUCTIRE5 To ACHIEVE MIN.r CLEA MILE BETEEN GRADE 15DDN.GRADE TO PROVIDE i1I VP PER FOOT SLOPE ANAY FROM BUILDING. FNDN WALLS INSTALL j1 ld 1'Si } NO NO NO C SEVERE �Z' YES 6 YES HM1IN 01F M00 54.Y ON DDIA OWNSIOIN INTO.MEZZ WTALNE T� TINTED�EMG 11 K EXACT LOCATION OF COIOENSEtS AND OTHER MECHANIGAI CQIPMENi TO BE COORDINATED N FEUD INTH DINER OURNG W K-THIROIIGHL ENKADRAIN FROM GRADE TO I 4'GRAVEL EASE ON Nr00 INHOOi1N OR DOOR MFR MAAIJFACTU18 T/O TOP OF GEED AR I PROTECT EXISTING LAMD5CONG TO REMAIN FROM(PACT OF CONSTRUCTION OR REPLACE SAME AT NO COST TO OMER PRIOR TO IUD SUBMITTALS FTNG DRAIN AS PER MANUF. UNDRSTURBEC SOIL OR 9SMh row 4i01 DILJDE7 OE1AL LAN 1d11A1A TiNSM iMNSOMyGA,�'�.p� OC'. FOUNDATION-CONCRETE l M A 5 O N R Y 6 F PROPERTY b LOCATED N A FLOOD IM ALL MEcwU"AND ELECTRICAL E•Q1IPW b TO BE LOCATED AND 015TALLEO G T Y SPECS.BACK W/r-o' I .II.. COMPACTED FILL A.NFIP FLOOD RATE INSURANCE MP OWM DATED SEREM11ER X WO1 DINGS DPAWNGS MD YNSOMIY OPEN['' TV TYFCAL /04� `ABOVE THE FLOOD PLANE ELEVATION.CONTRACTOR 6 TO COORDINATE NTH LOCAL ILIICPALHY FOR ANY AID ALL SPECFTC REQIREMENTS GRAVEL IN WIDTH C In BROOK 6 N CULA71 ZONE 4A WTI) MOUNTED TGC 1111"a LDOQMNm ? 1Q n [ 11 TRUSS TTQE OUR-O'WAL ElFS EXTERIOR NSULATION L MC. I+EDIO E CABINET c, i., t NOTE FOIL AM.WO 1 NOTES TO TABLE R30M CWRACTM TO REFER 10 TABLE 11 2020 RC NTS OR COORQ V ARCMTIECi. FINISH SYSTEMS MS WAKE SADDLE LION ULESS OTHEIM NOTED ICE 1L MECHANICAL DRAFT SYSTEM: O.C.VERY REBAR SPACED 37 EVERY OTHFp BLOCK COURSE S r L ALL CONCRETE SWILL BE TRAISII MID(AND SHAH HAYE A MIRIiI COAPRESSNE STRENGTH OF 3p00 P51921 DAYS.FOR FORiED MALL 1 A MECHAIINCll DRAFT SYSTEM SHALL BE USED GILT NTH APPLACFS l67ED AMID LABEL®FOR SCH IbE SHALL BE MADE TO PREVENT iMfLFC ELECTRICAL LAIR M�STIJE RESISTANT USG IMi1®SKATES 6rPSll1� O.0 fill CMU CORES SOLID p FTMNGS 1 41000 PS za DAYS FOR SLABS. f1.ON of FUEL TO THE EQUPMFIT IiiEM THE DRAFT SYSTEM b NOT OPERATING.FORCED GRAFT SYSTEMS AND ALL POR1a1b of INDUCED W/CONIC.N REBAR TYP. - i1 � ENERGY CONSERVATION tl�LEYr ElEvA1DM MIDI. 6EOIMA Deem ovERAY VB VAPOR RwNRiER e1G DRAFT DRAFT SYSTEMS HIDER POSITIVE PRESSURE MIRING OPERATION SHALL BE DESIGNED AND INSTALLED 50 AS TO PREVENT LEAKAGE OF :. E u l EMER B+EI1111M 01D LED UOW FI MNO VERT VERTCAL A y'OI 5� -1,z I ALL FOOTINGS TO BE A MMiH T-r BELON GRADE TO UNDISTURBED 50l NTH A M00f11 BEARING CAPACITY OF WOO PSF.REINFORCED FADE WISES AUTO A BLLONG. 10'CAA.WALLS ON D)CONTINUOS iS BARS 7 FROM BOTTOM PARGE COVE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW PORK R ECCC LAYS) ED EOJAL MP M� VWC VNYL WALL COVEIHiG 0 KEG R It4MIICAI EQPMEMT TO BE PROVIDED ON PROPER AUNT OF COMBUSTION MR PER LATEST VERSION OF ITS AECHMICAI COOL N EX7 EX70M Mil METAL TMWM N STRIP VCT VINYL CIDIAWTE TILE I ALL CONCRETE BLOCK SHALL BE STONE CONCRETE LOAD-BEARING NABS LAD IN FULL PORTLAND CEMBIT MORTAR BEDS.EXTMR BLOCK sfM ALL CQWWN AR S PROVIDED FROM INSIDE THE BODING,TIO OPENINGS SHALL BE PROVIDED,ONE WWI I FOOT OF TIE CELIAC OF ..' �. 7 X 4'TAPERED KETIWY TYP. PER TABLE R402J.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT EXP EXPMBON FACES SHAH BE PARGED INTH CLEW 57000O ABOVE GRADE AND MATERPROOFED BELOI GRADE THE ROOM AND ONE WHIR I FOOT OF THE FLOOR THE NET FREE AREA OF EACH OPEIEMX.CALCULATED IN ACCORDANCE NTH SECTION 100. FTNG DRA RATED I p O EOLJP EQU1114MI MC NOT N CONTRACT W WIDE/WIDTH °R""" D` ef'08A WOCELA1 wr SHALL BE A WO OF 15QMRE 10 PER IA00 BTWH Of INRIT RATING OF THE FUEL-BURHNG APPLIANCES DRAINING COB I N AND _ 17 x 27 CON7.CONIC FTNGS TYP. I CLIMATE ZONE 4A EXCEPT MARINE) ON Doom MIS MDT 70 SCALE WL WATER CLOSET t CM MALLS TO HAVE LADDER OR TRL65-TYPE STEEL REVORpN,BY Y71OR-O-M'OR EQUAL EVERY SECOND COME. DILUTION AR FROM THE COIIIICATING SPACES AND SNAIL BE Mot LE55 THAN DO SQARE ACMES*8 ALL COMBUSTION AR b PROVIDED COMPONENT SECTION REQ'D/PERMITTED PROVIDED MST VISTNG N NORTH WD WOOD FROM OUTSIDE THE BUILDING.TOO OPENINGS SHALL BE PROVIDED.ONE WHIM I F007 OF THE CEILING OF THE ROOM AND ONE"1 FOOT OF 13 BENT REBAR 13)6 COIL REAR I BOTTOM OF FTNG Of J7 EXPANSION JOIN ND N IMS WWWWWF WELOED W E beWARRC S.MERE INDICATED.PROYA E CONCRETE SLAB INTH M1101iI r X r 0/q GA.W OVER l R.POUT VAPOR BARKER PROVIDE f GRAVEL THE FLOOR.THE MET FREE AREA OF EACH OP6NG.CALCULATED N ACCORDANCE ON SECTION 10%SILL BE A MO V OF I SQWRE INCH DOWELS SPACED FENESTRATION I U-FACTOR) TABLE R 40212 032 0.31 FASTM FASTENER 0CA/C ON CENTER W/ WITH DAx 3/n OVER 15iL COMPACTED HTII IAIOER SLAB PER 4A00 87UIH OF INPUT RATING OF THE FUEL-BURNING APPLIANCES DRAINING COMBUSTION AND DILUTION AR FROM THE ROOT ADDITIONAL 0 24'O.C. W/0 WfTH OUT REONO MTS 10 BE CHORD V THE LATEST VERSION OF THE ITS MEQANICAL CODE.SECTIONS PER1ANr1G TO COMBUSTION M. 3' 8' 6' 3' BOTTOr,OF FTNGS MIN.3'-L SKYLIGHT 1 U FACTOR) TABLE R 402.L2 OSS NA fD FL0011 DRAiN OPNG OPENING, WH WATER HEATER L PROVIDE VT 04 P LONG R111 ANCHOR BOWS HL 4N Of-AND Q'MAX FROM EACH CORNER STAGGERED BELOW FLASHED GRADES TYP. FIN FINSH/FN9ED Opp OPPOSITE WR WATER IE967ANT GLAZED FENESTRATION(5HGC) TABLE R 402.12 0.40 0.28 IL MECHANICAL ROOM 10 BE WW H-FOUR FIRE RATED O CL05RE INTH FIRE RATED SELF CL05M DOOR ALL PENETRATIONS TO BE L' 10' L' RAID FLOOR OD OUTSDE QEl 1B WP WATER RYDOF CARPENTRY SEALED As REMIRED BY CODE OR OCT PENETRATIONS TO BE PROVIDED IFTH APPROPRIATE FIRE DAMPERS AS REQ IM CONTRACTOR To CEILING I R-VALUE) TABLE R 402.12 R-41 R-14 FFLLA�S:RG FL� OVHD OVERHEAD PROVIDE HARD-CURED SMOKE DETECTOR SO'I RATE OF RISE HEAT DETECTOR YID'1 CARBON-MONOXIDE DETECTOR`C.OD'.INTH BACK-IP I'-IO so TRANISF016M EMERGENCY BATTERY PACE AS REQ'D BY CODE 1 LOCATED ACCORDINGLY FLOOR TO BE COAL.SLAB 1 ANY FUSES TO BE OF -% L WOOD FRAMED WAIL I R-VALUE) TABLE R 402.11 FN CAY.01 Fj MAY.i K W. R-21 CAVITY FE FEE EXTNG IDS PART PAFTTUL XRL EKST1G 1DBE raMATED PLATE L ALL 1UORK TO CONFORM TO AMERCAN LUMBER STANDARDS.AS SPECIFIED N SIMPLIFIED PRACTICE RECOMMENDAI)OIL R-Il MOM{OMBISTBLE MATERIAL EQUIPMENT TO BE DbTAttED ON MAMF PROVIDED LEGS OR STANDS 11L f ABOVE MIN FLOOR SLAB OR MASONRY WALL I R-VALUE) TABLE R 402.12 R-8/R-13 NA f�NON f�iATE�D p L n� 1OM DIM TO R 161OVED w FEDERAL BUREAU OF STANDARDS.NAILING TO CONFORM TO TECHNRQUE5 OF HOL15E NAILING.US FOREST PRODUCTS PROVIDE CONC.PAD FOR EQUIPMENT HL f HIGHER THAN IIAII FLOOR SLAB.CONTRACTOR 10 PROVIDE FRES-M WAKE OR PROPER XTR EXESTNG TO FDMN LABORATORY AND THE HOUSE 1 HOME FNANCE AGENCY COMBUSTION AR FROM ADJACENT ROOM FOR EMWPMENT AS REQUIRED BY Mo 1 AS PER LATEST VERSION OF THE 1175 atIXIO(G 1 TYPICAL WALL SECTIO SCALE:3/1'-f-T FLOOR I R-VALUE) TABLE R 402.11 R-M R-30 RASC I`11-11ATED SELF-11011 PLAs PLASTIC XIIPL E1311NG TO R FERA® IECHA11CIL CODE.WWNENT TO BE PROPERLY VENTED TO D(TERIOR AS REQUIRED BY MNIF I AS PER LATE51 VERSION OF THE NYS FR FIE IETAFDANT PLA7/PLATFU PLA7FQF1A 2 PLYWOOD SHALL BEAR THE GRADE 1 TRADEMARK OF THE AMERICAN PLYWOOD ASW.AND SHALL MEET THE BLLaNG I MECHANICAL CODE N CASES OF ALTERATIONS OR RENOVATIONS INERE EXISTING EQiPMBIT tl BE RE-16ED.ALL EXISTING BASEMENT WALL I R-VALUE) TABLE R 402.12 RAID/R-13 R-10/R-IS F7 FOOT/FEET PFUN PREFNIM REXJIIREMENT5 OF PRODUCT STANDARD NU FOR CONSTRUCTION AND INOU5TRAL PLYNOOD SHEATHING PLTNOOD FOR Cam».INTH REGARD TO COMBUSTION AR VEIITLATIOII FIRE RATING OF MECHANICAL ROOiL E•QUP M CLEARANCES TO C011B16TIBLE 1 5 SLAB[R-VALUE 1 DEPTH) TABLE R 402.1.2 R-10/2 FT R-10/2 FT _ P.T. PIESSLJRE TREATED BALLS AND ROOF SHALL BE V2'COX-APA.SUBFLOOR PLYWOOD SHALL BE 3/4'716 C-D INT APA. MATERIALS I FOR 5ER1!CE TO BE FELD VERIFIED TO BE COMPLANT V M O SPECS AS ELL AS THE LATEST VERSION OF THE NYS BLLDI G, GALV GALVANQED PVC 7D POLYVINYL CHiORDE CODE I ALL OTHER APPLICABLE CODES AND AGENCIES HAVING AF45MI011 CRAWL SPACE WALL I R-VALUE) TABLE R 402.12 R-10/R-13 NA GENERAL NOTES: 1. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SUPERVISION OF THE J CONSTRUCTION. E V11 "�S 2. NO CHANGES SHALL BE MADE TO THESE PLANS EXCEPT AS PER NYS LAW CHAPTER PROPOSED NDS MODEL 50 987. ACCESS PORT(TYP.)ACTS AS AN - 3 t,J 3. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL APPLICABLE CODES,INCLUDING EMERGENCY OVERFLOW FOR THE 01--.�••►-= BUT NOT LIMITED TO ACI,AISC,ZONING,AND THE NEW YORK STATE BUILDING CODE. PROPOSED STORMWATER SYSTEM 20214. ALL CONDITIONS,LOCATIONS AND DIMENSIONS SHALL BE FIELD VERIFIED AND THE INSTALL TEMPORARY SILT RIM=219.1t ENGINEER SHALL BE IMMEDIATELY NOTIFIED OF ANY DISCREPANCIES. FENCE DORM SLOPE OF DD I S KK 5. ALL CHANGES MADE TO THE PLANS SHALL BE APPROVED BY THE ENGINEER AND ALL DISTURBED AREAS pn I ANY SUCH CHANGES SHALL BE FILED AS AMENDMENTS TO THE ORIGINAL BUILDING (TYP.) F. PERMIT. 6. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION 400* MEANS,METHODS,TECHNIQUES,SEQUENCES AND PROCEDURES AND FOR -- --_--- COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. SF 9�Z� VILLAGE `'LLAG E O F RYE E BROOK R O�' K 7. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR THE ACTS AND �/ f�I©Q'"(�A j� (��.J�'` OMISSIONS OF HIS EMPLOYEES,SUBCONTRACTORS AND THEIR AGENTS AND 218 BUILDING D�,•,P/%`i i Y 1 E 1`i EMPLOYEES,AND OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A L► CONTACT WITH THE CONTRACTOR. 8. SAFETY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO ALL LOCAL,STATE AND FEDERAL AGENCIES IN EFFECT _ DURING THE PERIOD OF CONSTRUCTION. INSPECTION "' "'."'`'' ''•'° 9. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL MAKE APPLICATION TO RECEIVE ��� .R .�''.....•_t,.- "y E ALL NECESSARY PERMITS TO PERFORM THE WORK UNDER CONTRACT. THE /q. PORT.( "'•"'�•''e •^-•-~ •• y CONTRACTOR AND HIS SUBCONTRACTORS SHALL BE LICENSED TO DO ALL WORK AS .? � 'O r+•es. ,;w..�.we t-...•....- .w...�.s...n.t:t•.s`u.•w�r•s.u-tsasG.-+---�t-:-:n--..:r�i::ir•�...::._.:r...�t /- I I I I I I {{ REQUIRED BY THE LOCAL,COUNTY,AND STATE AGENCIES WHICH MAY HAVE PROP •FIFTEEN (15) L-� JURISDICTION OVER THOSE TRADES,AND SHALL PRESENT THE OWNER WITH COPIES + f �! lC"a"�'^ �' " OF ALL LICENSES AND INSURANCE CERTIFICATES. CUL R�IARGER 330XLH0 d+ fi:n,;:,' ;; r ' S WAILER CHAMBERS t�• i�'�7��` • 10.FINAL GRADING AROUND THE BUILDING AREA SHALL SLOPE AWAY FROM THE I SURR N D W 12"CRUSHED 8�a tywZ*?�•Ws STRUCTURE. IN( STON ON THE SI S� � t 11.ALL WRITTEN DIMENSIONS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER ANY Tp_1 INV.(I)- S.St(s011iIS �� 0 4 *r; SCALED DIMENSIONS. I INV. I215.Sf �)� F r5 ,�• ' 12.ADJOINING PUBLIC AND PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE INV. A ' + +^ DURING CONSTRUCTION,REMODELING AND DEMOLITION WORK. PROTECTION MUST BE I I I I I ( I I I (jR )-214.5t �; `,,: j j'� � �"` .: f 1$ -�,��,� �, 1 PROVIDED FOR FOOTINGS,FOUNDATIONS,PARTY WALLS,CHIMNEYS,SKYLIGHTS AND !J bpi • T 7 �'�6 4��?,i!�n"ye .: ROOFS. PROVISIONS SHALL BE MADE TO CONTROL WATER RUNOFF AND EROSION )ti, 1j 3.41 y' �.-d �,�.. ;,LEGE: D DURING CONSTRUCTION OR DEMOLITION ACTIVITIES. THE PERSON MAKING OR O r, S l i '''^1 T° � ''� . CAUSING AN EXCAVATION TO BE MADE SHALL PROVIDE WRITTEN NOTICE TO THE � d t (�• j OWNERS OF ADJOINING BUILDINGS ADVISING THEM THAT THE EXCAVATION IS TO BE +219.0 Z + ► 4 j`�L.4, FIELD Vft"W �+ -. _ >A;A MADE AND THAT THE ADJOINING BUILDING SHOULD BE PROTECTED. SAID y CF \ 219.0 �� �T ��, �_1,..- +''q�, a c NOTIFICATION SHALL BE DELIVERED NOT LESS THAN 10 DAYS PRIOR TO THE / T O `PROPOSED SCHEDULED STARTING DATE OF THE EXCAVATION. ' k IN,\ O� • CONTOUR ' '21$- 13.OWNER SHALL INSURE THAT THE INSURANCE PROVIDED BY THE CONTRACTOR HIRED \ TO PERFORM THE WORK SHALL BE ENDORSED TO NAME HUDSON ENGINEERING& 1 \\ PROPO�M SPOT CONSULTING,P.C.,AND ANY DIRECTORS,OFFICERS,EMPLOYEES,SUBSIDIARIES,AND TEMPORARY SOIL SST=WAR +M -� 4+219.5 AFFILIATES,AS ADDITIONAL INSURED ON ALL POLICIES AND HOLD HARMLESS STOCKPILE AREA �C � ( \ EXCEPTION TAKEN I - DOCUMENTS.AND SHALL STIPULATE THAT THIS INSURANCE IS PRIMARY,AND THAT ANY OTHER INSURANCE OR SELF-INSURANCE MAINTAINED BY HUDSON ENGINEERING AS NECESSARY) I I PR $ &CONSULTING,P.C.,SHALL BE EXCESS ONLY AND SHALL NOT BE CALLED UPON TO ' �+�r.�n.e�TA- -. f CONTRIBUTE WITH THIS INSURANCE. ISO ADDITIONAL INSURED ENDORSEMENT FORM NUMB_ \ v � 1 �+ + � INLET 1 ' m THE SIGNING OF THE CONTRACT.ENGINEERING COPIES OF THE INSURANCE POLICIES SHALL BE DRAIN � SUBMITTED TO HUDSON ENGINEERING&CONSULTING,P.C.,FOR APPROVAL PRIOR TO g 1 14.INDUSTRIAL CODE RULE 753: THE CONTRACTOR SHALL NOTIFY ALL UTILITY CONTRACTOR SHALL •I COMPANIES 72 HOURS PRIOR TO THE START OF HIS OPERATIONS AND SHALL INSTALL 6'OF�'CLEANED '� '� �' N mmmmmmm D AM RE9 U hM t TREN •DRAJN ` { COMPLY WITH ALL THE LATEST INDUSTRIAL CODE RULE 753 REGULATIONS. WASHED CRUSHED STONE 80-OW ALL DECKS -- cmrqFmw 1 ; r 1 INSTALLATION & MAINTENANCE OF EROSION CONTROL: _ PROPOSED �AODI T10N \ I 4 EJECT [� r PRO TION ` L.J IP CONSTRUCTION SCHEDULE -J WOODEN b.+\.J R f K e NOTIFY APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 5 DAYS N _DECK III �..'"•"�"'�"""""`„"" .-+19sm..• ,�R 9l,L-,.,,R R t PRIOR TO START. N _ ' `85 F. 0(N-12) FENCE -- X X O O I HD P PI O 4.1 X EROSION CONTROL MEASURES f X re I ; INSTALL ALL EROSION CONTROL MEASURES PRIOR TO START OF CONSTRUCTION. CALL FOR�+ 13ROOKEN^11YEERIN^ T 0"00- O JURISDICTIONSATCLEAST 2 DAYS FROM EPRIOR APPROTO IFlNISH MUNICIPAL AGENCY HAVING I8 j STRE� , INSPECTION BY MUNICIPALITY �`� TEMPORARY SOIL / 1MAINTENANC (TO BE PERFORMED DURING ALL PHASES OF CONSTRUCTION) O / 0 �_ N ���BROOK, ����,���O�� STOCKPILE AREA AFTER ANY RAIN CAUSING RUNOFF,CONTRACTOR TO INSPECT HAYBALES,ETC.AND N REMOVE ANY EXCESSIVE SEDIMENT AND INSPECT STOCKPILES AND CORRECT ANY FAX n `� PROBLEMS WITH SEED ESTABLISHMENT. nr j (914) ��� (914) � INSPECTIONS SHALL BE DOCUMENTED IN WRITING AND SUBMITTED TO THE 11. APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION. � ' i ' ENTRANCE INSPECTION BY MUNICIPALITY-FINAL GRADING ' C) Q .�+ 701%1. REMOVE UNNEEDED SUBGRADE FROM SITE. (D \ Y Ir. TP-1 CALL FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING vP� BY TEST PIT JURISDICTION AT LEAST 2 DAYS PRIOR TO FINISH. INSPECTION BY MUNICIPALITY-LANDSCAPING SPREAD TOPSOIL EVENLY OVER AREAS TO BE SEEDED. HAND RAKE LEVEL. CONNECT EXISTING ROOF I 3 I - OF DISTURBANCE BROADCAST 1.25 LB.BAG OF JONATHAN GREEN"FASTGROW MIX OR EQUAL OVER LEADERS TO PROPOSED I titi Q AREA TO BE SEEDED. APPLY STRAW MULCH AND WATER WITHIN 2 DAYS OF STORMWATER SYSTEM W/6�0 / O I COMPLETION OF TOPSOILING. CALL FOR INSPECTION FROM THE APPROPRIATE HDPE(N-12)O 1.OX MIN. ( RECYCLED STONE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 2 DAYS PRIOR TO FINISH. OP CONNECT EXISTING ROOF V` NOT v INSPECTION BY MUNICIPALITY-FINAL LANDSCAPING COVER LEADERS TO PROPOSED PORCH STORMWATER SYSTEM W/ -� i�lE E T T E D• USE GRASS ESTABLISHED. 1 ' HDPE WATER O STEM MIN E ONLY CLEAN CALL FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING I � \ - I WASHED JURISDIC110N AT LEAST 2 DAYS PRIOR TO FINISH. TP 3 , STOEll INSPECTION BY MUNICIPALITY-FINAL INSPECTION \ IPTOEN��„� �� S PE ANALYSIS \ ^ ALL EROSION CONTROL MEASURES REMOVED AND GRASS ESTABLISHED. \ f"� CALL FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING APPROXIMATE LIMITS R (LIMIT OF DISTURBANCE) JURISDICTION AT LEAST 2 DAYS PRIOR TO FINISH. \ a..•.( OF DISTURBANCE EXISTING ROOF -- -� -- - (10.406 S.F.) MAX. SLOPE AREA S.F. COLOR f � ii TEST HOLE DATALEA DOWNSPODERUT \ 1 I 1 0v: 15% 8303 (TYP-) \ -PROPOSED STEEL TRENCH TEST HOLE/1\ I DRAIN AND SUMP BOX 2 15'Z 25� 0 41W-28_ \ RIM-220.5t 0-6'TOPSOIL \ 1 I INV.-219.0t 3 25X 35% 0 6-28*COMPACT BROWN SILT SUMP-217.0t I PIPE FOUND AT 28* 4 35% 100% 0 ] TEST HOLE#2 / 1 I DEPTH-53" 0-6'TOPSOIL 6-23'COMPACT BROWN SILT 23'-53'GREY CLAY SLOPE ANALYSIS (ENTIRE SITE) No011LE"DGE TER AT 53' PERC. -0.5 INCHES/HOUR NO. MIN. SLOPE MAX. SLOPE AREA S.F. COLOR TEST HOLE#3 1 05& 15% 12984 o-s'TOPSOIL I 6-46'DARK SILTY LOAM J 2 15% 25% 0 GROUNDWATER AT 46" NO LEDGE 3 25% 35% 0 4 35% 100% 0 6'X6'X12"H CORRUGATED INSTALL STABILIZED CONCRETE CONSTRUCTION WASHOUT ENTRANCE(TYP.) ` Y HOLLOW ROAD s PROJECT: PROPOSED ADDITIONS & ALTERATIONS �P��°�N s 09 24 SLEEPY HOLLOW ROAD 24 SLEEPY HOLLOW ROAD STORMWATER VILLAGE OF RYE BROOK tx It, MANAGEMENT PLAN BASED UPON WESTCHESTER COUNTY - NEW YORK b� du EXISTING INFORMATION PROVIDED BY TC Boo-,, MERRITTS LAND SURVEYORS, DATED STORMWATER MANAGEMENT PLAN Esst�''' CONTRACTOR SHALL CONTACT DESIGN ENGINEER TO JANUARY 19, 2017 Date: 4 27 2oz s�«k SCHEDULE A SITE INSPECTION PRIOR TO BACKFILLING INFILTRATION/ATTENUATION SYSTEM(S). SHOULD THE GRAPHIC SCALE o 0 H U D S O N sale: , -to y z b Designed B. D.Y. 2 CONTRACTOR BACKFILL PRIOR TO INSPECTION, THE to 0 S 10 20 40 3 Checked 8. M.S. CONTRACTOR SHALL EXPOSE THE SYSTEM AT THEIR OWN EXPENSE. E N G I N E E R I N G No. a Sheet r _ 6 H CONSULTING, P.C. 45 Knollwooct Road-Suite 201 ANY ALTERATIONS OR REVISIONS OF THESE PLANS,UNLESS DONE BY OR (IN FM ElmstorcJ,Na York 10623 UNDER THE DIRECTION OF THE NYS UCENSED AND REGISTERED ENGINEER c-I THAT PREPARED THEM,IS A VIOLATION OF THE NYS EDUCATION LAW. 1 inch-10& d T 914-909-0420 z F 914-560-2086 ©2021 SOIL STOCKPILING STABILIZE ENTIRE PILE CULTEC N0.410 NON-WOVEN GEOTEXTILE AROUND 6 SCH.40 PVC OR 1MTH VEGETATION OR COVER 2 SLOE OR LESS STONE.TOP,SIDES,AND,BOTTOM. SDR-35 PVC PIPE NOS MOD EQUAL .• • 1 1 FINISHED CRATE 6, - .• - RECHARGER CHAMBER HVLV FC-24 FEED CONNECTOR WHERE SPECIFIED HEAVY DUTY CHAMBER NATURALLY COMPACTED NATURALLY COMPACTED FILL STAKE SPACING ••.••, '...• FlLL 1-2 INCH(25-51 mm]DIA.WASHED, _ 12'O.C. 66'T-STAKES DRIVEN 18'BELOW GRADE FINISHED GRADE CRUSHED STONE - v� .'• '.•• • .. •'•. 12.0'[3.66 m] ''' .�+ 48'HIGH DENISTY ORANGE • MAX.BURIAL DEPTH 6.0'(152 mm]MIN. r Q"h POLYETHYLENE SAFETY FENCE WIRE OR ZIP �!.. :r'. �• ::v >''r' •e r i...=`''1 cY _r= I.:`:t /�! REFER TO RECOMMENDED TIES TO SECURE �\� .:a,a'• � r^�` ;'• 17;_ �';.: \ MIN.-MAX.BURIAL w �, `i l/ 6.0'(152 mm]MIN. REQUIREMENTS r TO SAFETY FENCE ` 31 y .�. .. �/ `�ww+w+,......:... - - MIN.SLOPE SILTFENCE FINISHED MIN.SLOPE ^' GRADE [775 mm] CULTEC NO.410 NON-WOVEN • • 0 0 • • • • • INSTALLATION NOTES GEOTEXTILE AROUND STONE. ;.:,,' o o o o TOP AND SIDES MANDATORY, N.;•. v; BOTTOM PER ENGINEER'S ,;� :,., o INSTALLATION NOTES: /\� 12.0'[305 mm]MIN. DESIGN PREFERENCE -w,v....w..w..• ti,ti.•vw•.. 1.AREA CHOSEN fOR STOCKPILING OPERATIONS SHALL BE DRY AN p STABLE. :'t• 2.SOILS OR FILL TO BE STOCKPILED ON SITE OURING CUTTING AND FILLING ACTIVITIES v\� 1-2 IN.DIA.WASHED, SHOULD BE LOCATED ON LEVEL PORTIONS OF THE SITE WITH A MINIMUM OF 50-75 FOOT yid /�'i. i?YJ? >•/Tr�/�/i?/� /�? /.•/�i i i i,i /. SETBACKS FROM TEMPORARY DRAINAGE SWALES. 3.MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2. 12 0' CRUSHED STONE 4.UPON COMPLETION OF SOIL STOCKPILING.EACLIZEDH PILE SHALL BE WITH VEGETATIONSURROUNDED WITH EITHER 58.0'(1473 mm]MIN. , OR COVERED. (305 mm]MIN. CENTER TO CENTER 52.0 [i321 mm] SURROUNDING CHAMBER TYPICAL CULTEC CHAMBER 6'INTERNAL COUPLING 5.STOCKPILES REMAINING I PLACE FOR OR L T FENCING OR NAN ME AN WEEK SHOULD BE SEEDED ANDLES.THEN I AND INSPECTION PORT ��CULTEC NO.66 WOVEN GEOTEXTILE(FOR SCOUR ASSEMBLY FROM MULCHED OR COVERED WITH GEOTEXTILE FABRIC SURROUNDED BY SILT FENCE PROTECTION)TO BE PLACED BENEATH INTERNAL BOTTOM TO FINAL ELEVATION INSPECTION PORT 6.SEE SPECIFICATIONS(THIS MANUAL)FOR INSTALLATION OF SILT FENCE. MANIFOLD FEATURE AND BENEATH ALL INLET/OUTLET (THIS CHAMBER ONLY) CONSTRUCTION FENCE PIPES CULTEC ACCESS PCRT (OVERFLOW) GENERAL NOTES ALL RECHARGER 330XL HD HEAVY DUTY UNITS ARE MARKED W STABILIZED CONSTRUCTION ENTRANCE RECHARGER 330XL HD BY CULTEC,INC.OF BROOKFlELD,CT. STORAGE PROVIDED=11.32 CF/FT[1.05 m'/m]PER DESIGN WITH A COLOR STRIPE FORMED INTO THE PART ALONG THE UNIT. LENGTH OF THE CHAMBER. REFER TO CULTEC,INC.'S CURRENT RECOMMENDED INSTALLATION ALL RECHARGER 330XL HD CHAMBERS MUST BE INSTALLED IN GUIDELINES. ACCORDANCE WITH ALL APPLICABLE LOCAL,STATE AND FEDERAL REGULATIONS 25'MIN.WIDTH THE CHAMBER WILL BE DESIGNED TO WITHSTAND TRAFFIC LOADS I I WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED 3 h.CLEAN STONE 1-0' INSTALLATION INSTRUCTIONS CULTEC RECHARGES 330XLHD 6'SCH.40 PVC OR SDR-35 PVC PIPE 6'SOR-35/SCH.40 COMPACTED SUBGRADE AP FINISHED GRADE RISER CCLLEEAN OUT ADAPTER SECTION FILTER FABRIC W/SCREW-IN CAP 12' O.D. 12' NATURALLY COMPACTED FILL SECTIONS TO BE CAMPBELLF'RAME dt COVER NO. - r. y '.� ". + START AT EXIST. _ BOLTED TOGETHER WITH 2800 OR APPROVED EQUAL PAVEMENT NUTS AND BOLTS I-III-III-III_ (AS FURNISHED BY AVY DUTY FINISHED REFER TO RECOMMENDE ,� r MIN. -MAX.BURIAL -III III_ MANUFACTURER) GRAB AS PROVIDED GRADE REQUIREMENTS F HEAVY DUTY BY MANUFACTURER 50'MIN.LENGTH STEEL CRATE AS (OR APPROVED 12' •,�. .• `: ' 12'X12' -.•.v'•; .�.►• r.v •J.•.v_•,.•.v•.:.y .�•.;;y.v_. :�•.' COMPACTED SELECT GRANULAR PROVIDED BY EQUAL) PRECAST PIPE PLAN MATERIAL BACKFlLLED IN 9'LIFTS MANUFACTURER(OR 4' 4' DRAIN INLET , ''„j:•�::,:' APPROVED EQUAL) it do GRATE CULTEC NO.410 NON-WOVEN ti '+ • • • • • • • • • • GEOTEXTILE AROUND STONE. ^ INSTALLATION NOTES: TOP AND SIDES MANDATORY, "•�'"" 1.STONE SIZE-USE 3'STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. • BOTTOM PER ENGINEER'S o 0 0 0 0 0 0 0 0 0 0 2.LENGTH-AS REQUIRED.BUT NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE 24'SUMP DESIGN PREFERENCE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY. j iv _ ',•'' 4,;'' }~tv'�t v'+� `,'} Z,"+iX,Y'�>+ 3.THICKNESS-NOT LESS THAN SIX(6)INCHES. 12'+1/2 DIA.COMPACTED '' ^` ., ._• 4.WIDTH-25 FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE SELECT GRANULAR MATERIAL r' ■'. •.: SUBBASE INGRESS OR EGRESS OCCUR. �'•t COURSE TYPE 2 1-2 IN.DIA.WASHED, 5.FILTER CLOTH-WALL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE TYPICAL PETCO PETCO CLOSED CRUSHED STONE FILTER CLOTH WILL NOT BE REQUIRED ON A SINGLE FAMILY RESIDENCE LOT. CLOSED BOTTOM BOTTOM TRENCH SURROUNDING CHAMBER 6.SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION STEEL TRENCH DRAIN DRAIN UNIT(OR AND INSPECTION PORT TYPICAL CULTEC CHAMBER 6'INTERNAL COUPLING ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE IF PIPING IS IMPRACTICAL,A MOUNTABLE = ISOMETRIC �ECTIQN APPROVED EQUAL) ASSEMBLY FROM BERM WITH 5:1 SLOPES WILL BE PERMITTED. UNIT(AVAILABLE IN -18• BOTTOM TO FINAL ELEVATION INSPECTION PORT TRACKI7. NG ANCE-THE ENTRANCEORFLOWING OF SEDIMENT ONTO PUBLIC RIGH BE T IN A OFWAY THIS MAY REQUIRE ITION WHICH PERIOODIPREVICCT _ 1FT,4FT,SFT dt UNDISTURBED 6FT LENGTHS) 4'OF 4.000 PSI CONCRETE EARTH (THIS CHAMBER ONLY) TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR AT SIDES AND BOTTOM OF CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.ALL SEDIMENT SPILLED,DROPPED, STRUCTURE ALONG ENTIRE SUMP BOX CULTEC ACCESS PORT WASHED OR TRACKED ONTO PUBLIC RIGHT OF WAY MUST BE REMOVED IMMEDIATELY. TRENCH BEDDING LENGTH a WASHING-WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT OF WAY.WHEN WASHING IS REQUIRED.IT SHALL BE DONE ON AN AREA STEEL TRENCH DRAIN STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE 9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. SILT FENCE POSTS MC710V B SUPPORT NET POST .SEC7KW A FILTER FABRIC f FLOW TOP VIEW BACKFILL A COUP 14 SEC70V B SEC1R?V A NATIVE SOIL 41 TOE-IN METHOD JOINING SECTIONS OF FENCING INSTALLATION NOTES• 1.EXCAVATE A 4 INCH•4 INCH TRENCH ALONG THE LOWER PERIMETER OF THE SITE 2.UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK (DOWNSTREAM)WALL OF THE TRENCH(NET SIDE AWAY FROM DIRECTION OF FLOW). 3.DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS APPROXIMATELY 2 INCHES FROM THE TRENCH BOTTOM. 4.LAY THE TOE-IN FLAP OF FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH, BACKFILL THE TRENCH AND TAMP THE SOIL STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH. 5.JOIN SECTIONS AS SHOWN ABOVE. PROECT: s 5 W PROPOSED ADDITIONS & ALTERATIONS �•c�°�NE o 24 SLEEPY HOLLOW ROAD 5 VILLAGE OF RYE BROOK cc WESTCHESTER COUNTY - NEW YORK oW 0 In DETAILS ems` G w J.= Dote: 04 27 1 SA■�1: H U D S O N Scale: N.T.S. 2 z b Desi ned By. D.Y. 2 ~ E"G I"E E R I"G w Sheeted . M.S. a� E est No.. ANY ALTERATIONS OR REVISIONS OF THESE PLANS,UNLESS DONE BY OR rn CONSULTING, P.C. C-2 45 Knollwood Road-Svi.5 201 UNDER THE DIRECTION OF THE NYS LICENSED AND REGISTERED ENGINEER rims T 91 niow York ios23 THAT PREPARED THEM,IS A VIOLATION OF THE NYS EDUCATION LAW. Mid T 914-909-0420 F 914-560-2086 2021 21'-S 1/2' 27-1'ADDITION 5'-1' S'-�• 5'-1' S'-Y 3'-4r 8 1/2' 5 V2' II ©EGRESS 12/30/1020 AR&BIQPERMIT REVIEW ISSUE 12/16/2020 ARS4104 WIT REVIEW ISSUE I ( 12'X 22'CONT.CONC.FTNG.RE:TYPICAL WALL 10/22/2020 PROGRESS REVIEW SECTION FOR ADDfT.INFO. 04/16/2020 PROGRESS REVIEW 12)7 X 0' (Z)2'X 0' `= (3)1 3/4'X 1 V1'L9E LVL HEADER - FLUSH__ • _____ ___ 'N FLUSH ____ -- MI - ---__-_-__-_-__ ----- -1 REV. QATE�.��il(.' 1�I = aT - �'-- / -- -- ` T� d __---_--___-_____________ r _—_---_---_____--___= II II 11 �''1 11I ( O I1 II 11 - -- t ——————————————— �,�,s 1 n o n 11 II 2-X 17 STRINGERS 1f CMU FNDN WALLS,RE:TYPICAL WALL SECTION FOR w p• ..+ • IIL•OCM T ADDR.INFO. m EXIST.PATIO GRADE TO BE COMPLETELY o 11 u u _ __ r--------------- r-10' I REMOVED TO PROVIDE FOR NEW INSTALLATIONS-4U. 1 II 11 Il a I1 FALL FINISHES TO BE CLA55-A OR o I a Qa I I 11 aL 11 II II 1t h_ - I I I PLAYROOM �+, 4 •1 u 'X 1'POSTS ABOVE TYP. II I u If 11 Il u L I TTER AS SELECTED BY OWNER TYP. I I ., uG 11 11 11 t2l 7 X D'I 1 VCT I z ( I rig g x 1 11 C X C P.T.POSTS ON IV 0 CONIC � ° Il II tt �FLUSH I I I I $ I o I Z : PIERS. P057 TO BE NOTCHED TO i e+ u u n I 11 I 1'CONC.SLAB REINF.W/G'X t'0/10 GA.W.W.F.OVER I I I � I 0:111111• 1 u o u u tl 1 i MIL.P.V.BARRIER OVER MIN.1'GRAVEL BASE ON 4 I a 1r- ----------------•s o c==c c=s---� I I e u RECEIVE 12)7 X q DROPPED HEADER If , I c I ' o n RE:DETAILS fOIZ ADM INFO. u ---I--- I I UNDISTURBED 5011 OR M1W.45%COMPACTED FILL,RE: I I I o a I - ----------------� L-� I I t R7 <$R x O D u u r b I TYPICAL WALL SECTION FOR ADDIT.INFO.TYP. I I I Q b 1 I 1 1 1 � $� z 1s 1112)7 X 0' Il 11 II I I ( z I I 1 1 EXIST.BATHROOM FIXTURES I FINISHES TO BE 1>< g a ' DROPPED NI ` 11 11 -------' _ I 7 X 21'XPS RIGID IN5UL.UNDER PERIMETER Of CONC. I I c it 4 I I 1 �_____-_--__� I PARTIALLY REMOVED AS REQ D TO 1 e r I SLAB TYP. I I I s ~ 1 1 I I I 1 I I I I ACCOMMODATE NEW INSTALLATIONS. I ( CRAWL SPACE I 11 1 •- - - -�-�' 1 I I I • I I > r 1 1 1 I I I I 11 EXIST.EXTERIOR WAIL,WINDOWS.ETC.TO BE 1 1'CONC.SLAB 2'-0' PIN NEW SLAB TO EXIST.SLAB IJ/21'LONG IS REBAR I zf ,,, 1 •� ��SIMPSON HI HURRICANE TIES• �i n I-IO' 7 X 12•JOISTS•16'O.C.DFL I INSUL. 21'O.C.PROVIDE V2'EXPANSION JOINT•CONNECTION x I I I L o MASONRY PORCH ABOVE 1 1 I I 1 II 1 I COMPLETELY REMOVED TO PROVIDE FOR NEW �j JOISTS TO DROPPED HEADER u I ,I _ u 1 1 j j I 1 I 1 1 1 1 INSTALLATONS/ADDITON i1,n u u 12 OR BETTER U/R 30 - -- t" w EXIST.MASONRY PORCH TO BE, 1 1 1 I iT __ _____ _ 1 • eaj �II �� o c;. 11 ., BATT NSUL.MIN.R-M I' I— -BUILT-IN ENTERTAMMENT CENTER ---- '1 �I • _L J _ _______... s •I u 7 X 1'SOLD BLOCKING R-0'OL TYP. Oc 1 ----- — _ _ - -- 1 �I = I 1 COMPLETELY REMOVED AS REQ D TO 1 I H ----- II 11 II . Il ; I�++ 1 1 ACCOMMODATE NEW WOOD DECK TO BE _ j=_-� /�'__ TT U.J ;;NEW WOOD DECK ABOVE;; �m ~—~—— I I x r INSTALLED. �_ R / r Z�'X 2�'ACCESS �- 0 1 -- -- / ` _� � � � L J i i i i i /- � � I _ I 1 II / Kamm 91 S •I n I' PARTIALLY REMOVE EXIST.WALL TO (< t 5� g 1 NSIIPSON DTT2Z 14)LOCATIONS EQ. S;p Sc a 1 13)13/1 X 1 V1'l9E LVl �., ,� I I PROVIDE Z1'X 11'ACCESS TO NEW CRAWL 1 %% 11 PLAYROOM a 11� g 11 XS x 1 nSPACED•LEDGER MAX.21'FROM u+ PIN NET!WALLS 1 FTNGS TO EXIST. 1 7_� 2•_r I FLUSH HEADER ,� - _ 1 I SPACE L L6� it 1 N ENDS TYP.EA LEDGER BD. x v ;n �i W/VV LONG IS REBAR DOWELS D11 •� ----+ 1 1 $ ® •N n ii li X ` u RE:EXTERIOR ELEVATIONS FOR `-+- 3 V2' 3 V2'X 3 V7 2.0E PSL .° ` 1 1 /- I +r��� CONTRACTOR TO PROVIDE All NECESSARY 1 1 E I2 9 1 1 I 'P TEMP.SUPPORT PRIOR TO ANY STRUCTURAL R g R w :n 0.- 2- 5 D Q ADDIT.INFO.TYP. POST ON Q'X Z1'X Z1' � w � 1 1 Rrf 1 n X IO'LEDGER a ero N f 51WK = u off" � gR 1 I I I o I I CONIC.FTNG RELIVE.W/13) _ ®� '� I I ��I rr' REM0YAL5 �> -> EXIST.�'X 17 HEADER TO REMAIN ' WET BAR ( I IS REBAR EA.WAY W/MIN. of Lu ui EXIST.1'X 12'HEADER TO REMAIN I 7 COVER IN ALL -p r---- - •I BATHROOM Ze DIRECTIONS x 1- / I 11 1 1 JOIST HANGERS BOTH ENDS TYP. CABINETS,APPLIANCES COUNTER TOP. i VCT I o• n u I I I = 1 1 SHELVING.ETC.TO BE SELECTED BY I I REF BEDROOM o +� �+ ALL REMOVALS ASSOCIATED W/NEW STAIR I �� EXIST.EXTERIOR®ALL TO BE PARTIALLY of 1 1 >a r INSTALLATION TO OCCUR AFTER ALL 1 REMOVED TO ACCOMMODATE NEW WINDOW I 1 0 OWNER.CONTRACTOR TO INSTALL !_ • I • VCT B W it ASPECTS OF NEW STAIR INSTALL HAVE I CLOSET INSTALLATION. COORD.W/CONSTRUCTION o I 1 N O 1 ICE w BEEN FIELD VERIFIED BY CONTRACTOR TO I r DRAWINGS I 0 NEW STAIR SHOWN 10 RISERS(5)TREADS• 1 I `'�0` of I 1 1 Lu CO 'ti v ;., p BE CODE COMPLIANT FOR RISE,RUN.WIDTH, I r �? N NY 0 PER TREAD. STAIR SHOWN TO BE -1 V7 3-T 3-I 3-3 V7 G'-I' ,,, t dam-EXIST.CLOSET CONSTRUCTON TO BE o I- � 00 4 HEADROOM,ETC_ONCE EXIST.FMISHES COORD.IN FIELD 11/FINAL TOTAL RISE 1 HAVE BEEN REMOVED 1 EXIST.FRAMING I IP COMPLETELY REMOVED `O i O �' RUN 1 HEADROOM. All ASPECT OF STAIR x t II Z m O 3 V7 3 V2' 3 V2' 3 V2' I E� TO COMPLY W/2020 RCNYS SECTION R31 ' HAS BEEN EXPOSED FOR FIELD 1 III ' p IMEANS OF EGRESS)1 ALL OTHER s ■ • FIELD. 1 J► APPLICABLE SECTIONS OF THE CODE TYP. ° `� \ VERIFICATION 1 COORD.GV ARCHITECT IN 1 1' I' � � 0� �O��a = DR SHOWER �., EXIST.WALL CONSTRCCTION TO BE 1 j rl x $ 2X HEADER FLUSH 1 MATCH EXIST.FRAMING, ®• LAV EF PARTIALLY REMOVED TO ACCOMMODATE 1 I 1 1 FIELD VERIFY 1 COORD.W.ARCHITECT1 ^ Z Z WEI)STAIR INSTALLATION. COORD.III/ Als FIELD VERIFY EXIST.OR MODIFY AND/OR X�'e iEF �'{%v�N CONSTRUCTION DRAWINGS1 x O O � Lu EXIST.WALL FIN15HES TO BE REMOVED DOWN ;., H PROVIDE NEW SMOKE ALARMS 1 CARBON I I I I I I O W MONOXIDE ALARMS AS REQ'D BY CODE I I I WC 0 EXIST.DOOR TO BE REMOVED 1 OPENING 1 I 1 UP TO EXIST.FRAMING EXIST.-FR FRAMING TO � � C> Z 0 O Op ;.� TO BE CLOSED-UP W/SIM.CONSTRUCTION , , I BE FURRED-OUT AND OR RE-FRAMED W/Z'XL' �n THROUGHOUT DWELLING TYP. O Lu Z EXIST.STl BEAM TO REMAIN I I I ° � EXIST.STL BEAM TO REMAIN I 1 I STUDS FOR NEW PLUMBING WAIL Y.I.F. S[ _ _ BASEMENT EXIST.DOOR OPENING TO BE CLOSED-UP I 1 EXIST.DOOR 1 ADJACENT WALL I I --i -- ----------- - 0 Z O W SUM.CONSTRUCTION ,?� RE-FRAMED AS REQ'D FOR NEW DOOR „ E E E I I ```� / - ' U J Q a CONSTRUCTION TO BE REMOVED I v-�-r=F c. POWDER RM W Q EXIST.TO REMAIN ,e o LOCATION INSTALLATION Z q NEW CODE COMPLIANT DOOR 'Pscy CERAMIC TILE E E E I g Z W O W FIELD VERIFY EXIST.OR PROVIDE NEW CODE - �- -L, I= g Z Z W o COMPLIANT RATE-OF-RISE HEAT DETECTOR BATHROOM H.W. AS PER 2020 RC SECTION R314 SMOKE I�W EXIST.STAIR TO BE REMOVED NEW STAIR = 0 Z c HTR ALARMS 1 HEAT DETECTION I CERAMIC TILE HTR TO BE INSTALLED AS SHOWN IN I u CONSTRUCTION PLAN. CONTRACTOR TO 0 0 PROVIDE FULL THICK EXHAUST FAN'EF'VENT TO VERIFY CODE COMPLIANCE FOR NEW STAIR o _j O Z Q FIELD VERIFY EXIST.GARAGE TO BE COMPLIANT BATT INSUL.•WALL EXTERIOR MIN.50 CFM 1 MAX.I PRIOR TO REMOVAL OF EXIST.STAIR. ~ LL_ J 0 Q G/2020 RC NY5 SECTION R 302.5 of U- Z � 3 BETWEEN GARAGE I SORE ,GG H F= IDWELLING-GARAGE OPENING 1 PENETRATION o Z Q Lu (7 0 HVAC BASEMENT HVAC UNIT PROTECTIONS,R 3021 IDUIEIING-GARAGE FIRE EXIST.FRAMED WALL TO BE UNIT uuii LLJ LLu Z SEPARATION)1 SECTION R 30M(GARAGE 1 = J FURRED-OUT AND/OR FIELD VERIFY EXIST.OR � � Z � J � CARPORTS)OR MODIFY AS REQ'0 TO BRING INTO I RE-FRAMED FOR 2'X 4'DEPTH I PROVIDE NEW F.R.GYP.BD.• Lu Lu O Lu COMPLIANCE I ALL OTHER APPLICABLE 1) SECTIONS OF THE CODE. FOR NEW PLUMBING WAIL x WALLS 1 ICING LIVING GARAGE m �co 0 Q Q ADJACENT TO LIVING AREAS h OF HOUSE 1 DOORS ARE OF Z` APPROPRIATE TYPE 1 SIMPSON DT72Z(1)LOCATIONS S'X i'P.T.P05T5 ON 10'•CONC PIERS. POST c BASEMENT SELF-CLOSING.ETC,AS EQ.SPACED LEDGER MAX.21 TO BE NOTCHED TO RECEIVE 12)2'X 0'FLUSH ►= REQ'D BY 2020 RC WITS OC EXIST.TO REMAIN ,n t`) 53 FROM ENDS TYP.EA.LEDGER BD. HEADER RE:DETAILS FOR ADDIT INFO. 5ECTON5 R302.5 1 R3024 I f\ N � r 1-CAR GARAGE I o 2-CAR GARAGE I x - w ALL OTHER APPLICABLE W o ' ' ' ' EXIST.TO REMAIN OC EXIST.TO REMAIN SECTIONS OF THE CODE. I.-- ' II I II II 1 II 11 I II It 11 II 1 II I ______________ w ----------- `�`�� -i . -------------- -------------- If Z X IO LEDGER a 11 11 N uN N N N N If if u u u I W-- i --__ t l f j H U Z LU d W .1 1I II I 11 II II II 11 O11 11 11 11 11 11 11 11 1 II II 1 1 2'X I'SOLID BLOCKING I I j I N Z p H r, I II II ° ° II 11 11 II . ° ° Il II UI II UI U II ° I MID SPAN 0f JOISTS TYP. I EXIST.BOW WINDOW ABOVE TO BE 1 I I n 0 1 n u n u n a n u N o u N 11 u u u u 14---------- W O = IOW J I I x N COMPLETELY REMOVED.— ifI f I I oC V `^ w+ u •l=al_J6=dL_J6=dL_J6=dL_J6: Jb==�l--J6=-L-JI=dl-_J6 �L- 6=-L-_ r . Si 1(-11 I(-11 I(-1f IF-11 �7m 11 I(-11 I(-11 1( -1 1(- I 1( I ev 1 i------�-�� 1 I m E - 1 _, I EXIST.FRONT LANDING 1 STEPS TO BE $ .� � 1 SIIPSON DTT2Z 11 ALL u u n �o u u n n u N 1 u u n I ry N --------o-- � I 'r' r Q x 1 P05TS W/?'X t)' n o u II a II u u II u u u I - 1 COMPLETELY REMOVED FOR NEW COVERED 1 I I Z nc I.1 BLOCKING. INSTALL PER 11 11 Nf m: 11 11 11 11 11 11 11 11 JOIST HANGERS BOTH PORCH TO BE CONSTRUCTED. O I _ Pv SPACS TITP. If 11 if x J 11 11 11 11 11 11 11 11 11 11 ENDS TYP. - 1 I Jl 11 11 U. 1L it 11 11 11 Il 11 11 11 11 W t rr -ly::_fl 11 -fl r'�/�i�]_,f1--11 :!f III -II fl- II_:: 1 ui 1 1Lu \ L 74't.L��i L TV•i Q`R L �.!!L i�'�'i i 1���i -L L_rr•-'a • • • . . • 1 J(� CL O (2)7 X 0'FLUSH - 12)2'X 0'FLUSH -y*-il - - XTR XTR oRl o Z'X IZ'STRINGERS•K'O.C. EXIST.GARAGE DOOR Z'� p S V2' t.'-Z 3/1' 1'-0' 1'-0' 'VTE:ALL CONDITIONS SHOWN ARE EXISTING UNLESS OTHERWISE NOTED AS NEB(CONSTRUCTION. REPLACEMENT IN EXIST.OPENING O� Q �,u -O' �1• 4'X 1'P0575 ABOVE TYP. TO BE COORD.W/OIIINER. O ce L 2 3/1' 21'-1' L CONTRACTOR TO REMOVE EXIST.FINISHES TO EXPOSE EXIST.FRAMING CONDITIONS 1 NOTIFY ARCHITECT FOR W °C W FIELD INSPECTION OF EXIST,FRAMING CON017KM PRIOR TO REMOVAL OF ANT FRAMING MEMBERS TYP. 0 3 e GENERAL NOTES FOR FRONT PORCH 1 REAR DECK CONSTRUCTION: Q BASEMENT FLOOR PLAN — CONSTRUCTION SCALE:V1'�r-0' L ALL FRAMING LUMBER TO BE PRESSURE TREATED DFL 12 OR BETTER. FIASEMENT FLOOR PLAN — DEMOLITION SCALE:►/1'-r-o• 0 0 3 2. All FINISHES TO BE COMPOSITE MATERIALS,AS SELECTED BY OWNER. W z tz Ir 3. ALL FASTENERS TO BE GALV.OR CORRO51ON RE5ISTANT BY'51MPSON'OR EQ. U I I c O 1 5 10 20 30 1. DECK 1 FRONT PORCH TO BE STAKED OUT BY SURVEYOR TYP. 0 1 5 10 20 30 ui Lu a o QiLnn z�F F O U N SAT 1 0 N GENE L N O T E S DOCUMENTATION NOTES — C4 W g " L ALL CONCRETE SHALL BE TRANSIT MUX AND SHAH HAVE A MMIUM COMPRESSIVE STRENGTH OF 3000 PSI•28 DAYS.FOR FORMED e. INTERIOR CONC,SLABS TO BE 1'THK.REW.W 474'10/i0 GA.11.11.F.OVER 1 M.POLY VAPOR BARRIER ON MIN.1'THK.GRAVEL MOYE:DRANWAS SHOW ARE FDR DOCUMENTATION AND LEGALQATNON OF EX67MG CONDITIONS ONLY AND DO MOT NECESSARILY IMPLY Fiat CERTIFICATION OF CURRENT BUILDING CODE COMPLIANCE PENDING FURTHER INSPECTION I RAVEL WALL 1 FTNGS 1 1000 PSI•26 DAYS FOR SLABS. BASE ON 15S COMPACTED FILL OR ON UNDISTURBED SOIL TYP. EXTERIOR SLABS SAME EXCLUDING VAPOR BARRIER. PROVIDE V7 THK MOTE=ALL EXISTING PLUITIW,ELECTRCAL I NVAC SYSTEMS TO BE INSPECTED BY A LICENSED PLUMBER 1 ELECTRICIAN AND REWVED.MODIFIED OR ADDED TO AND/OR OTHERWISE CERTIFIED FOR CODE COMPLIANCE AS REOUREQ r�111uwr+<s�I1UN>i NaULnI1G�HaerruAas EXPANSION JOINT•PERIMETER Of SLABS UiERE SLAB MEETS WALL I yr/.X V1'D.CONTROL JMT5 20'-0'O.C.EA.RAY TYP. AS-&JLI CONDITIONS: 2. ALL FOOTINGS TO BE A MINIMUM 3'-V BELOW FINISHED GRADE TO UNDISTURBED SOIL UTH A MINIMUM BEARING CAPACITY OF 1000 INA5MUCH AS THE DOCUflEMIATTI0WLEGALQATIOM OF AN EXISTWj SOLOING REOUIRE5 THAT CERTAIN ASSUMPTIONS BE MADE REGARDING EXISTING CONDITIONS AND BECAUSE SOME OF THESE ASSUMPTIONS MAT NOT BE VERIFIABLE INTMOUT EXPENDING ADDITIONAL 3U15 OF MONEY.OR DESTROY 07HERf115EE ADEOYATE uWf PSF,REINFORCED AS INDICATED IN DRAWINGS I NOTES. 1 FOUNDATION WALLS NOT TO BE BACK.MLED UNTIL FIRST FLOOR DECK IS INSTALLED. OR SERVICEABLE PORTIONS Of THE PADWa THE ORIER AGREES THAT.EXCEPT FOR NEGLIGENCE ON THE PART OF THE ARCHITECT.THE OMER WILL MOLD HARMLESS.INDEMNIFY AND DEFEND THE ARCHITECT FROM A D ALL CLAIMS ARISING OUT Of THE PROFESSIONAL SERVICES UNDER THIS AGREEMENT D ARC ARCHTECT E RESPONSIBLE CNLY FOR AS-BUILT DOCUENIATIOM SHOWN ON THESE DRAVING5 AND S NOT RESPOM5EILE FOR ANY CONDITIONS NOT READLY VSHBLE TO THE MUD EYE.NCUDIKs BUT NOT LIMITED TO GENERAL COMSTRUICTIDY.PlU1BIKa.ELECTRICAL OR MIAC SYSTEMS,SEPARATE CERTIFICATION BY 't A- 'y0 3. FULL HEIGHT BASEMENT FNDN WAILS TO BE ID'C.M.U.BALLS AS INDICATED BY DIMENSION ON FLOOR PLANS. WALLS TO BE REINF.W 10 LEDGER BDS.TO BE SECURED TO BLDG 57RUC7URE ITV V2•THROUGH BOL75 IF APPLICABLE)OR V7•LAG BOLTS SPACED•K' CONTRACTORS OR EWAWERS LICENSED d THESE TRADES MAY BE REQUIRED FOR FINAL INSPECTION AND CERTIFICAYE OF OCCUPANCY � OF 1 11 TRUSS TYPE DUR-O-IIAI EVERY OTHER BLOCK COURSE. PROVIDE ID IS VERT.REBAR 37 O.C.1 FILL CORES a/REBAR SOLID B/ O.C.15TAGGERED)I DOUBLED I ENDS 7YP. WHERE LEDGER BD5 ARE TO BE SECURED TO MASONRY.V7•MASONRY ANCHORS TO BE p r` 1Q n'gJ CONC. REBAR SPLICES TO BE LAPPED MIN.12)BLOCK COURSES. FILL TOP 12)COURSES OF BLOCK SOLID W CONC.I PROVIDE USED 1 SHOULD BE GROUTED INTO MASONRY II/EPDXY GROUT SPACING 10 BE SAME AS ABOVE. PROPER FLASHING 70 BE D157ALLED ARCHIECT M5 NOT RETAW 10 PERFORM FEUD SUPERVISION OF THE PROJECT NOR DOES HE ASSUME ANY RESPONSWILM OTHER THAN FOR THE ACCURACY OF THE DRAWINGS SUIBMIITED HEREWITH,ANY INAUTHORQED ADDITION OR ALTERATION TO THESE DOCUMENTS S A VIOLATION Of TNT LAL ANCHOR BOLTS 112)IS CONT.REBAR•TOP COURSE. HALLS TO BEAR ON 17 X 27 CONT.CONIC..FTNGS.REM.ra/(3)IS REBAR AS DETAILED OR AS READ FOR OATERT)GHT TRANSITION. Ir SPACED•B'O.C.IV MIN 7 COVER IN All DIRECTIONS. FTNGS TO BE DOWELED TO WAILS R/13 BERT REBAR DOWEL SPACED•24' INASMLICH AS THE REfgDEm AND/OR REHABILITATION OF AN EXISTING BUILDING REQUIRES THAT CERTAIN ASSUMMPTIOI6 BE MADE REGARONG EXISTING CONDI71M AND BECAUSE SOME OF THESE ASSUMPTIONS PAY NOT BE VERFABLE NINNY EXPENDING ADDITIONAL SIMH Of MIONEI.OR DESTROY OTHERWISE ADEQUATE OR SERVICEABLE PORTf016 OF TIE BADNr►THE ONOR AGREES THAT.EXCEPT FOR NTGLK,EIICE ON THE PART OF THE ARCHITECT OR CONTRACTOR,T►E OWIUER WILL HOLD HARMLESS.NDEMINFY AND DEFEND THE ARCHITECT AND CONTRACTOR FROM AMT AID All CLAM ARISING OUT OF THE $ O.C.(STAGGERED). BOTTOM OF FTNGS TO BE MIN 3'-L'BELOW FINISHED GRADE TO UNDISTURBED 501L OR 15S COMPACTED GRAVEL. IL PROVIDE MTL.JOIST HANGERS I BOTH SIDE Of FLOOR JOISTS 1 BRIDGING I MID-SPAN OR!r-O'O.C.MAX.1 R-30 BATT IN5U1.17 X PROFESSIONAL SERVICES WDeR TIE AGREEMENT.THE OWER'5 CONTRACTOR SMALL COMPLY WITH All APPLICABLE PROVISIONS OF FEDERAL,STATE AND LOCAL CODES INCLUDING BUT MOT LIMITED TO THE 57ANDARM OF THE EP.A-O.SHIIi-KE.SMAP_DEPARTMENT OF LABOR AND DEPARTMENT OF EvowmNRAL O� TOP Of F7NG5 TO RECEIVE 2'X1'TAPERED KEYWAY. OUTSIDE INTERSECTION SE79EEN WALLS I FTNGS 70 RECEIVE PARGE COVE 17 J015TS IMBL R-A)BETBEEN JOISTS TYP. CONSERVATION,ETC.VIM HtEGARD To HANDLING REMOVAL.TRANSPORT.DISPOSAL AND/OR OTHERWISE DISTURBANCE OF'HAZARDOW MATERIALS NCLUDNG.BUT NOY LIMITED TO TOXIC NA57L CHEMICAL,RADON,ASBESTOS.AND RELATED PRODUCTS.ETC_ANT SUCH WORE SHAH BE W97ORED FOR COMPWNCE y 101 1 READY FOR WATERPROOFING. REFER TO TYPICAL WALL SECTION FOR ADD1710NAL INFORMATION. AND SHALL BE PERFORMED BY COMTRACIM LICENSED TO DO SUCH WORK 12. ANY FNDN BALLS OR SLABS INCH 1Rl BE FISHED OR FURRED-OUT TO BE DONE 50 AS F0110115:CONIC.OR CMU FNDN BAllS,AND 0 NEB 1. FULL HEIGHT BASEMENT FNDN HALLS CUP.CONC.ALTERNATE: 70 BE IV CAST-IN-PLACE CONC.WALLS AS INDICATED BY DIMENSION SLAB.70 BE SEALED NTH 7HOROSEAL,PRIOR 70 ANT INSTALLATIONS. INSTALL F.MIN.R-S VALUE XP5 RIGID NSUl.OVER FNDN GALS. OD SMOKI.ALARMS,CARBON MONOXIDE ALARMS,RATE-OF RISE HEAT ALARMS ON FLOOR PLANS HALLS TO BE REW.0/(2)IS CONY.REBAR•TOP 1 BOTTOM Of WAIL. INSIDE FACE OF WALLS TO HAVE IS REBAR SE79EEW WAILS 1 FRAMING. FRAMING TO BE 7 X 1'WOOD STUDS 1 IC O.C.FULL HGT FROM TOP OF SLAB TO UNDERSIDE OF GYP.BO. olcawurs�aatst�nroNa�eoeeewHnnetT •17 O.0 VERT 1 HORIZ. All BARS TO HAVE MIN.7 COVER IN All DIRECTIONS.MILLS TO BEAR ON 0'X 27 CONY.CONC.FTNG5. CLING_W R-IS BATT NSUI.BETVEEN STUDS. SINGLE LAYER V7 GYP.BD.ON INSIDE FACE Of FRAMING. ANY FRAMING 70 BE IN 6 ALARMS,OUAMTITE5.LOCAiVft INSTALLATION&ETC PER 205/200 CT RESIDENTIAL BILDIKs CODE SECTION RIM I SMOKE ALARMS)I Rib CARBON MONOXIDE ALARMS,206/20r CT FIRE CODE.WPA I All OTHER APPLICABLE SECTIONS OF THE CODE AND AS DIRECTED BY LOCAL BUILDING OFFICIAL5 I AGENCIES REDIF.W(3)IS REBAR SPACED•P O.C.W MIN 7 COVER IN All DIRECTIONS, FTNGS TO BE DOULED TO MALLS Nu/13 BENT REBAR CONTACT W MASONRY 70 BE PRESSURE TREATED. FIREBLOCKIHG 70 BE INSTALLED VERT.I HORU.AS PER 2020 RC NYS SECTION HAVING AMINXIION. DOWEL SPACED•21'O.C.(STAGGERED). BOTTOM OF FTNGS TO BE MIN V-i'BELOW FINISHED GRADE TO UND157LIRBED SOIL OR`IS% R302J 71REBLOCKDM*. COMPACTED GRAVEL TOP Of FTNGS TO RECEIVE 7X1'TAPERED KEYIIIIY. OUTSIDE IN7ER5EC710N BETWEEN HALLS 1 FTNGS TO SMIOKE ALARMS SHAH BE 115TALLED N EACH SLEEPING ROOM.OUT5M EACH SEPARATE SLEEPNG AREA II THE IMMEDIATE VCB/TY OF THE BEDROOMS AND ON EACH ADDITIONAL STORY Of THE OVELLa1G,IICLIDI G BA3E?1W3 BUT MOT DCl1DI1Ks CRAWI SPACES AID 1AMHABRABLE ATTICS IN DELLI GS OR RECEIVE PARGE COVE READY FOR BATERPROOfING REFER TO TYPICAL All SECTION FOR ADDITIONAL INFORMATION t3. A MECHANICAL DRAFT SYSTEM SHAH BE USED ONLY OTH APPLIANCES IKiTED AND LABELED FOR SUCH USE. PROVISIONS SHALL BE �LL•K'UNR5 WITH SPLIT LEVELS AND WITHOUT AN NTERVCIING DOOR BETEEN THE ADJOINING LEVELS,A 5MgKE ALARM NSTALLED ON THE UPPER LEVEL SMALL 5UfF10E FOR THE LOWER ADJACENT LOWR LEVEL PROVIDED THAT THE LOWER LEVEL S LESS THAN ONE FULL STORY SELOR THE UPPER LEVEL.SMOKE MADE ME PREVENT THE FIOB SYSTEM FUEL TO THE EQUIPMENT WHEN THE DRAFT SYSTEM B NOT OPERATING FORCED DRAFT SYSTEMS AND DETECTORS'SD'.RATE-OF-RV HEAT DETECTORS-ID'1 CARBON MONOXIDE DETECTORS'COD'SMALL BE INSTALLED WIfRE NOTED,PER CODE AND AS DIRECTED BY LOCAL BUILDING OFFCIAL.EACH DETECTOR SHALL BE LSTED BY AN APPROVED AGENCY. ALL DETECTORS SHALL BE HARD astp WITH A BATTERY BACK-UP INHERE RIOI/IEO)OR BATTERY POWERED N AREAS NOT IN SCOPE Of RENOVATION WORK IAS ALLOOD BY CODE).DETECTORS N EXISTING AREAS SHAH MOT BE REQUIRED TO BE INTERCONNECTED AND HARD-VNED/MERE THE ALTERATIONS OR REPMRS DO NOT RE341 N THE REMOVAL OF S. All F007NGS 70 BE PROVIDED W 1'•PERFORATED P.V.C.DRAIN PIPE AT THE OUTSIDE PERIMETER OF FTNGS DRAINAGE PIPES All PORTIONS OF INDUCED DRAFT 5Y57EM 5 UNDER POSITIVE PRESSURE DURING OPERATION SHALL BE DESIGNED AND M57ALLED SO AS INTERIOR Mu OR CELNG F6SH ES EXPOSING THE STRUCTURE,IIRE53 THERE S AN ATTIC.CRAWL SPACE OR BASEMENT AVAILABLE WINCH COULD PROVIDE ACCESS FOR HARD UWIIJIrs 1 INTERCONNECTION WITHOUT THE REMOVAL OF INTERIOR FISHES. TO BE SURROUNDED BY MIN.IY GRAVEL IN All DIRECTIONS,W DRAINAGE FABRIC SURROUND. FOOTING DRAINS TO BE SLOPED MIN.VT TO PREVENT LEAKAGE OF FLUE GASES INTO A BUILDING. NOTE SMMOKE CARBON MONI�XDE 1 HEAT DETECTION ALARM SYSTEM SHALL BE MONITORED BY AM APPROVED SUPERVISING StAt10M F 50 REQUIRED BY THE LOCAL 171MCPALITY. PER FT TO SITE DRAINAGE SYSTEM.AS INDICATED ON ENGINEERING DRAIIINGS. It MECHAWICAL ROOM 70 BE MDIMUM H HOUR FIRE RATED ENCLOSURE UTH FIRE RATED SELF CLOSING DOOR. ALL PENETRATIONS TO AS PER 2020 RE50ENTIAL CODE OF NEW YORK STATE TABLE 3024'DWELLING-GARAGE SEPARATION' i. ALL BASEMENT FOUNDATION IIAIIS TO BE WATERPROOFED. EXTERIOR OF FNDN WITS 70 RECEIVE ENKADRAIN DRAINAGE MAT BE SEALED AS REQUIRED BY CODE OR DUCT PENETRATIONS 10 BE PROVIDED UTH APPROPRIATE FIRE DAMPERS AS REQUIRED. FROM TOP OF FTNGS UP TO FINISHED GRADE. All PREP..NSTALLA710N5 I BACKFIILING TO BE PER MANUF.SPECS ALL FNDN WALLS CONTRACTOR TO PROVIDE HARD-BRED SMOKE DETECTOR'50'I RATE Of RISE HEAT DETECTOR'FLD.'I CARBON-MONOXIDE DETECTOR FROM THE RESIDENCE I ATTICS NOT LESS THAW V7 GYP.BD.OR EQ.APPLIED TO THE GARAGE SIDE EXPOSED ABOVE GRADE.WHICH BILL NOT RECEIVE VENEER OR SPECIALTY FINISHES AS INDICATED ON DRAWINGS.TO RECEIVE STUCCO 'C.O.D'.OTH BACK-UP EMERGENCY BATTERY PACK. FLOOR TO BE CONC.SLAB 1 ANY FINISHES TO BE OF NON-COMBUSTIBLE MATERIAL. FINISH. PROVIDE FLOOR DRAIN,AS INDICATED ON FLOOR PLAN,IN APPROPRIATE LOCATION COORD.IN FIELD PER PROPOSED EQUIPMENT LAYOUTS. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN S/N)'TYPE'X'GYP.BD.OR EQ. FLOOR DRAIN TO BE TIED INTO WASTE WATER LIE EQUIPMENT 70 BE INSTALLED ON MANUF PROVIDED LEGS OR STANDS MIW.1'ABOVE I TOP OF FWDN HALLS TO RECEIVE V7•W LONG ANCHOR BOLTS W NUTS I V1'X 3'X 3'WASHERS,M.T EMBEDMIENT INTO TOP MAIN FLOOR SLAB OR PROVIDE CONC.PAD FOR EQUIPMENT MIN.1'HIGHER THAN MAIN FLOOR SLAB. CONTRACTOR 70 PROVIDE 57RLK;TUREIS)51UPPORIING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY SECTION R302 IFRE RESISTANT CONSTRUCTION) NOT LESS THAN 1/7 GYP.BD.OR EQ. Of FNDN WALLS. ANCHOR BOLTS TO BE SPACED 1B'O.C.117 MAXI 1 MAX tY FROM CORNERS OR PLATE ENDS.MIN f2)BOLTS PER FRESWAIR INTAKE FOR EQUIPMENT AS INDICATED ON PLAN 1 AS PER EQUIPMENT MANUF.SPECS. EQUIPMENT TO BE VENTED THROUGH PLATE. CONTRAC70R SHAH INSTALL TERMITE SHIELDS I USE SILL SEALER AT TOP OF FNDN WALLS FIREPLACE C14MWEY MASS AS INDICATED ON PLAN OR 70 EXTERIOR A5 PER MANUF.SPECS. GARAGE LOCATED LESS THAN 3 fT FROM A DUELLING UNIT ON THE SAME LOT NOT LESS THAN V7 GYP.BD.OR EQ.APPLIED TO THE INTERIOR SIDE OF THE EXTERIOR WALLS THAT ARE WITHIN THE AREA r-10'ADDITION 27-1'ADDITION BASE OF STAIR TO BEAR ON MIN 4'THICK CONC SLAB. 5'-I' L'-0 V2' 3'-5' T-3 V2' T-3 V2' 3'-S' HAUNCH SLAB•PERIMETER TO r. SLAB TO BE REINF.W/IV X 9'10/10 GA.W.WSOIL.F.ON MOR IS%IN.1'GRAVELCOMPACTED BASE ON 5 V2' VY 5 V2- UNDISTURBEDTOOLED EDGESS I GROOMED FINISH TTP.HILL.ALT.IIA50NPROVNRRY O © 0 © ® 12/30/1040AR&81DPERMIi REVIEW ISSUE LANDING TO BE COORD.V OWNER TTP. 12/16/lOZO ARB-81D-PERMIT REVIEW ISSUE 57AIR%MI IT RISERS•1 V7 PER RISER 1 I TREADS►IV PER 10/22/2020 PROGRESS REVIEW TREAD.STAIR SHOM(TO BE COORD.N FELD V FINAL GRADES All ASPECT OF STAR TO COMPLY V 2020 RCNYS SEC70M R31 MEANS OF (2)1 3/4'X 5 VY (2)1 3/1'X 5 VY (2)1 3/4'X 5 V2' 04/16/2020 PROGRESS REVIEW EGRESS)1 All OTHER APPLICABLE SECTIONS OF THE CODE TYP. LIE LVL HDR LIE LVL HDR LIE LVL HDR REV.I�— z 3L'FL COMPOSITE GUARDS.INSTALLATIONS NEW 3�'H HANDRAIL MM.ID EGRESS EGRESS j EXIST.EXTERIOR WAIL.WINDOWS 1 ROOF i < g AS PER MANUF.SPECS TYP. • • .,. � TO BE COMPLETELY REMOVED TO � • I 11 a z .� 0 2X CLNG JOISTS IL'O.C. 1'FREESTANDING 2'X 8'JOISTS iG'O.C.tD/ ACCOMMODATE NEW ADDITION EXIST.PATIO GRADE TO BE COMPLETELY <B � 1I a MATCH EXIST.,FIELD VERIFY TUB R-19 BATT INSUL.BETWEEN I REMOVED TO PROVIDE FOR NEW INSTALLATIONS—� � IW 21 � .1 I)I /'X 1 V' I LVL EXIST.GUARDS•PORCH TO BE REMOVED i $a a R NEW WOOD DECK 2 3 . 1 LIE z EXIST.STAIR TO BE COMPLETELY a> F W o DECK DESIGN LOADS COMPOSITE DECKING �TO MASTER BEDROOM o � REMOVED FOR NEW ADDITION TO BE EXIST.BATHROOM TO BE COMPLETELY i W�� I�YI� GRADE 3'-5 3/9' 3'-r H., ,- INSTALLED. REMOVED.INCLUDING FIXTURES.FINISHES 1 >s; �^ DECK: 10 PSF TOTAL (2)1 3/1'X 5 V2' HARDWOOD FLOORING a 9 _ :����:������������»���. ASSOCIATED MEP ITEMS. TO PROVIDE FOR i § g � it STAIR: 10 PSF TOTAL 3 V2- 3 VY in o • LIE LVL HDR PROVIDE CLOSED CELL SPRAY FOAM INSUL. < n �� NEW INSTALLATIONS. EXIST.MEP ITEMS TO BE 'R7 I aR GUARDS 1 HANDRAILS 200 PSF TOP E.F. • r. i� REMOVED BACK TO SOURCE.WHERE � BO CFMF!!!: R-99 VALUE PERIMETER ROOF OVERLAP � � � z LOADING FOR GUARDS 1 HANDRAILS:A SINGLE SHOWER W/ I SOME WHERE BATT INSUL.DOESN'T FIT m z n MASONRY PORCH i� i APPLICABLE OTHERWISE TO BE CAPPED OFF 1 � a I CONCENTRATED LOAD APPLIED N ANY f2)2X TEMPEREDn o _____ _ TERMINATED BEHIND EXIST.1 NEW FINISHES .���� :��� I TYP. I� I�� �� I ~ ~ DIRECTION AT ANY POINT ALONG THE TOP. '�'� Y X!r JOISTS IV O C V R-f1 BATT NSUi.BEIWEEN n �--- = o � W SHOWER - Sl n EXIST.DOOR 70 BE COMPLETELY 7 1 1 1 v ` BASE GARNETS �$� ENCLOSURE �� � ALL INTERIOR TRIM 1 FINISHES TO BE CLASS"A' n REMOVED 1 OPENING TO BE RE-FRAMED EXIST.EXTERIOR WAIL.WINDOWS.ETC.TO BE DIMENSION TO EXIST.FRAMED FLOOR �cLu m L •� COMPLETELY REMOVED TO PROVIDE FOR NEW OVERHANG BUILT-IN SEATING to o �I TO ACCOMMODATE NEW DOOR BATHROOM s OR BETTER TO MATCH EXIST.TO REMAIN OR I _ NOOK x�oc AIT.AS DIRECTED BY OWNER TYP. n INSTALLATION ADDITION INSTALLATIONS/ADDITK)N I Wb (2)1 3/4'X 5 V2'LIE LVL HD _�_� - - - --' _ 13)13/Y X I VT LIE LVL FLUSH MASTER -3 VY X 3 V2'2.0E PSL POST TO SOLID = n === � == ==={--.1 _ _� ____________________________z -_-- A sa W d1 II BEARING BELOW �� EXIST.WINDOWS TO BE COMPLETELY 1 K-- _ �- _______�---------- -� g o OD EXIST.OPENING TO BE RE-FRAMED AS r+ �� REMOVED t EXIST.OPENING TO BE ; KITCHEN .-� _ t—.►— �==={------------------ �= {—�1 g"a °a 4 REQ'D FOR NEW DOOR INSTALLATION EXIST.EXTERIOR WAIL TO BE ABM 13)13/9'X I V9'LIE LVL FLUSH oc �� RE-FRAMED AS REO'D TO ACCOMMODATE .�-� Ir- 1 1 1 I � ox W n FURRED-OUT TO ALIGN W/ ,_ o /► I 11 h,11 B lie �' C.T. i " �i NEW 10NDOW5 TO BE INSTALLED. EXIST. 'Py�` EXIST.70 BE - ' - B'-Y EXIST. ADDITION WAIL FRAMED W/ i �, All FINISHES TO BE CLA55-A OR 3 n BRICK VENEER TO BE REMOVED. RENOVATED 1� ♦ 1 1 e I u') � s 2'X G'WILD.STUDS 1 IV O.C. i BETTER AS SELECTED BY OWNER TYP. L r' + BEDROOM �� F 8 a Wi IL.., r< M a a Q 1'-5 1/2' T-8 VT K DOUBLE `���i- = X O r EXIST.FINISHES M KITCHEN TO BE 5__ ♦♦�4 x +� +� i VANITY • _N. o r o „ 1 REMOVED DOW TO EXIST.FRAMIG TYP. Ic �' i EXIST.BEARING WALL TO REMAIN V1F. i i ii g 5 B W u �� XRPL XRPL XRPL EXI57.12)Y X IY I ►r't—EX15T.FLOORING TO BE PARTIALLY REMOVED 1 �n ,,, - _ -'r___ HDR TO REMAIN VJ.F. _ AS REQ'D FOR NEW INSTALLATIONS. NEW 1 �• i �*j E.F. � ______ - FLOORING TO BE PATCHED M AS REQ'D BY 1 1 EXIST.12)2'X IY HDR TO REMAIN V1.F. •� `-'- 1Z►IB500NEM " 1 I q y NEW CONFIGS 1 INSTALLATIONS. COORD.W/ 1 DINING ROOM d i 4 - OWNER FOR ENTIRE FINISHED FLOORING TO BE I SINK z 1 y4•� _______-� i x I I REPLACED NEW. Do NEW WINDOWS CENTERED M EXIST.OPENING FIELD KITCHEN u 1 EXIST.TO REMAIN a 1 ___ `♦I j 4M 1 p VERIFY EXIST.HEADER V ARCHITECT OR COOKTOP _ ® § 1 4 'fop _____--J I EXIST.CUISET TO BE COMPLETELY REMOVED 1 O REPLACE NEW W/(2)13/9'X 6 V2'LIE LVL HDR EXIST.TO BE HOOD ———— 1 EXIST.KRCHEN CABINETS 1 APPLIANCES �`� 4 -' I O d RECONFIG - ABOVE I .� 13)13/9'X I V9'LIE LVL FLUSH "-� 1 TO BE COMPLETELY REMOVED 1 T*'__ I I w °D �� ----- �1 EXIST.EXTERIOR WAIL TO BE PARTIALLY 1 � � CV r EXHAUST HOOD SYSTEM 6 CAPABLE OF EXHAUSTING N X u `r- r———— W I ASSOCIATED MEP ITEMS. EXIST.MEP ITEMS 1 f--- 1 REMOVED 1 RE-FRAMED FOR NEW WINDOW TO BE � (D o co o a ISLAND I it ______1 I r EXCESS OF 400 CFM MAKEUP AIR SHALL BE PROVIDED i �.. 19)YXL'POST UP TO RIDGE 1 70 BE REMOVED BACK TO SOURCE.WHERE 1 1 i+ i - INSTALLED 1 i 1-1 Z p NATURALLY OR MECHANICALLY AS PER 2020 RC NYS I• I `���•_ �., oc 1 APPLICABLE OTHERWISE TO BE CAPPED j 1 j �t.t j I � va SECTgN M603111fAKEIP AR REQWitEO) T' _rt=' i OFF 1 TERMINATED BEHIND EXIST.1 NEW 1 at`,i I c� 0` a O I FASTER CL. FINISHES OR RE-ROUTED AS REQ'D BY NEW - i i +�' O i r ALL EXHAUST FANS'EF'TO BE :. 1 I =+- � EXIST.FINISHES t GYP.BD. 1 = DINING ROOM HRDID FLRG-— 1 i CONFIGS.1 INSTALLATIONS TYP. _ ---------rf TO BE REMOVED DOWN TO 1 VENTED TO EXTERIOR MIN.$0 CFM 1 _ �♦ 1 EXIST.TO REMAIN PANTRY REF. OVENS I————— �6� AX.I SONE n o j i EXIST.WALL TO BE PARTIALLY REMOVED. I I i -------1 j g4� �, EXIST.FRAMING TO REMAIN I 1 N �����♦ ___ r 11 SHOWN DASHED% 1 i ____ t 1 q ___ ♦ X7R r-r 1 = a + XTR —————————————————— —F_ C4 �, r-_- k cc 90'OBl Q I� _ ---� , i -mil �� i Z Z O XTR-------------- DN w+ VANITY O > II ---------------- oc + D11 �♦ � �� I Q -------------- WC �i ---------------- -------- �♦ ; LIVING ROOM BATHROOM a XTR D OD BATHROOM 1j I ii x O _ 4_,1 X oc ,�Q- EXIST.TO BE L t— q 3!%E.F. " EXIST.BRICK VENEER TO BE COMPLETELY REMOVED DOWN ♦ RENOVATED EXIST.TO REMAIN CERAMIC TILE `�_- i w Z UP 1 i TO EXIST.SHEATHING.TO RECEIVE NEW BLDG WRAP 1 UP `n 1 SIDING. BRICK•FIREPLACE 1 CHIMNEY TO REMAIN.PATCH .f. -------- 0 0 NOTE:LIGHT 1 POWER DISTRIBUTION TO BE CODE MIN. ADDITIONAL LIGHTING 'f1� ;,� W AS REQ'D �p -------7 r-------- -- () 1 POWER TO BE COORD.V OWNER TYP. NOT LESS THAN 15%OF LAMPS IN � � 1 � PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH EFFICACY —— TUB/SHOWER p 1 f______ LAMPS OR NOT LESS THAN 15%OF THE PERMANENTLY INSTALLED LIGHTING "� = I I Z FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS.EXCEPT FOR I I ---- -- O I I ----——t -cr r= g LOW-VOLTAGE LIGHTING. I ---- ad CD NOTE:AUTOMATIC OR GRAVITY DAMPERS TO BE INSTALLED ON ALL + I I ——— !,P �, 3 VY a I I ———— r,PLL Lu 0 3 OUTDOOR AIR INTAKES 1 EXHAUSTS TYP. 0 0 1 ------ I ------ JLL_ � NOTE:ANY RECESSED LIGHTING FIXTURES IN ADDITIONS TO BE IC-RATED FIELD VERIFY EXIST.OR MODIFY EXIST.FRONT DOOR t SIDELITE TO BE REPLACED NEW IN u_ JIuP SEALED•HOUSING/INTERIOR FINISH 1 LABELED TO INDICATE(�2.0 CFM 1� 1Q' EXIST.BATHROOM FIXTURES I i Z Z Q LEAKAGE•15 PA.TYP. XTR i. AN PROVIDE NEW SMOKE EXIST.OPENING. DOOR STYLE TO BE SELECTED BY OWNER. XTR ♦ ADJACENT WALL CONSTRUCTION i H ALARMS 1 CARBON MONOXIDE I ALTERNATE OPENING SIZE.LARGER THAN EXIST-TO BE w a ALARMS AS REO'D BY CODE I: COORD.W/ARCHITECT FOR APPROPRIATE HEADER SIZING. TO BE COMPLETELY REMOVED 1 i 2'X r LEDGER•CLNG JOISTS 1 ASSOCIATED MEP ITEMS. EXIST. THROUGHOUT DWELLING TYP. MEP ITEMS TO BE REMOVED NEW WINDOWS CENTERED IN EXIST.OPENING FIELD j LIVING ROOM , BACK TO SOURCE.WHERE VERIFY EXIST.HEADER W/ARCHITECT OR 11 EXIST TO REMAIN °♦. FIELD VERIFY EXIST.OR MODIFY APPLICABLE OTHERWISE TO BE McD REPLACE NEW W/(2)1 3/1'X 5 VY LIE LVL HD I i ♦� AND/OR PROVIDE NEW SMOKE CAPPED OFF 1 TERMINATEDF XRPL 1 i ---'------------------= XRPL ALARMS 1 CARBON MONOXIDE BEHIND EXIST.1 NEW FINISHES OR W x ----------- •' ------ ALARMS A5 REQ'D BY CODE RE-ROUTED AS REQ'D BY NEW o ------------ •�'- _ _ -a ----"- -'------- THROUGHOUT DWELLING TYP. CONFIGS.1 INSTALLATIONS TYP. U r V o= o I (F 12)2X& (2)2Xc F -. n 1 Z W d COVERED PORCH --- - •� EXIST.WINDOW OPENING TO BE i Y o 8 :W EXIST.WINDOW OPENING TO BE n i INSUL.1 CLOSED-UP W/SR1. i Z O c� :. COMPOSITE DECKING �� ;Lu INSUL.1 CLOSED-UP W/SIM. EXIST.BOW WINDOW 70 BE COMPLETELY 54__________ CONSTR. i \ Z I COMP0517E CEILING oWcui u�w CONSTR. REMOVED 1 EXIST.OPENING TO BE �I W U RE-FRAMED AS REQ'D FOR NEW WINDOWS u- --- --r CaJ m E x 3L'HI COMPOSITE GUARDS.INSTALLATIONS <°C Nm7/BEDROOM BEDROOM TO BE M5TALLED «�:-«s«:�� i i i� v� } GC $ AS PER MANUF.SPECS TYP. °LO S� Z -'� = EXIST.TO REMAIN EXIST.TO REMAIN = _�� = O °C EXIST.FRONT LANDING I STEPS TO BE i� i BEDROOM BEDROOM t �� (n W TAPERED STRUCTURAL COMPOSITE COLS.FYPON X� ON TO �so X .+� .�� X COMPLETELY REMOVED FOR NEW COVERED X i i X W 0 • .;, OR EQ.AS SELECTED BY OWNER :ro GRADE Uj no �ti�� �.��� PORCH TO BE CONSTRUCTED. ; - EXIST.TO REMAIN- EXIST.TO REMAIN_--- ' J ——_------- -- ---_———— —, Q 0 13)13/Y X 1 V9'LIE LVL (2)1 3/4'X 5 VY L9E LVL HDR -__ - XRM-- ----------------- -- XRM - -_-- ca c� ® ® © © XIST.WINDOWS 1 EXTERIOR Z 0 M.-O. 8'-0" 5'-8' 0'-O' 5'-8' NOTE:ALL CONDITIONS SHOWN ARE EXISTING UNLESS OTHERWISE NOTED AS NEW CONSTRUCTION. WALL CONSTRUCTION TO BE _O_J Q PARTIALLY REMOVED 1 != 0 ui y L 27-0'EXIST. L 27-9'EXIST. L CONTRACTOR TO REMOVE EXIST.FINISHES TO EXPOSE EXIST.FRAMING CONDITIONS 1 NOTIFY ARCHITECT FOR RE-FRAMED FOR NEW WINDOW W W Vm S ' \ FIELD INSPECTION OF EXIST.FRAMING CONDITIONS PRIOR TO REMOVAL OF ANY FRAMING MEMBERS TYP. INSTALLATION 3 F- g `STAIR SHOWN 13)RISERS•r PER R15ER 1 2 TREADS•10"PER EXIST.BRICK VENEER TO BE O Q c3 MAIN FLOOR PLAN — CONSTRUCTION SCALE:V1'-r-O' TREAD. STAIR SHOWN TO BE COORD.IN FIELD W/FINAL GRADES. MAIN FLOOR PLAN — DEMOLITION SCALE:V1'■r-0' COMPLETELY REMOVED O 0 ALL ASPECT OF STAIR TO COMPLY W/2020 RCNY5 SECTION R30 DOWN TO EXIST.SHEATHING. _ j � IMEANS OF EGRESS)1 ALL OTHER APPLICABLE SECTIONS OF THE TO RECEIVE NEW BLDG U c O 1 5 10 20 30 CODE TYP. O 1 5 10 20 30 WRAP 1 SIDING uj a c I VY MIN.FROM TOP OF � C EXIST.WAIL PATCH BALLS TO MATCH 1 ALIGN 0/EXIST.TO REtU1N TYP LEDGER 1 BAND J015T r LULU �g CONSTRUCTION TO AZEK TOP RAIL REMAIN COPPER FLASHING UNDER NEW DOOR SILL 1 WRAP OVER TOP OF LEDGER BD. AZEK BALUSTERS 1 V?' I VY I V2'0 HANDRAIL � ' ;'�' NEW DOOR COPPER C007ER FLASHING BEHIND LEDGER BO.OVER PEEL 1 57CK BITUMINOUS I I AZEK P057 SLEEVE OR CODE COMPLAINT 0% 3'MIN.ROW SPACING n�oen+s�cs„awrw�raaaacieariunss MEMBRANE OVER EXIST.FNDN/All. ALTERNATE PATCH AS REQ'D TOP OF FINISHED DECKING 8'BELOW EXIST.FINISHED FLOOR I GUARD OPENING LIMITATION TO NOT IVY MIN.FROM BOTTOM P�0 ARC S O.C. ALLOW PASSAGE OF A SPHERE 9 OR _ i .�� �y 1 -r Ic OF LEDGER 1 BAND J0157 A. 9 MORE M DIAMETER �y � OF >' ESP PROVIDE V7 CHAMFER•70P EDGE OF LEDGER 1 BO770M EDGE OF LAST I V2' VY 1 VY W 9 u, c� ti ) DECKING BOARD I HOUSE TO PROVIDE DRAINAGE GAP a o n. O.C.SPACING OF 5D5 WOOD n I 4'X 9'P.T.INTERNAL P05T SECURED o : o SCREWS PER DESIGNER '�-4 m TO FRAMING W/5111PSON TENSION TIES 1 L�:TCOMPOSITE DECKING AS SELECTED BY OWNER.INSTALLED PERP TO FRAMING IV o AS PER CODE TYP. VIr SPACE BETWEEN BD5.USE CONCEALED FASTENERS ALT DECKING AS ;n I I = ; z 9'TO 5'FROM END OF LEDGER o� EXIST.FLOOR SELECTED BY OWNER GUARD OPENING LIMITATION TO NOT �i 0 q �� 6 CONSTRUCTION TO o t1 REMAIN SrtPSON DTT2I DECK TENSION TIE.RE:FRAMpIG PLANS FOR ADDR.INFO I I ALLOW PASSAGE OF A SPHERE 1'OR z z SIZE MODEL NIRIBER THREAD LENGTH 0 µE MORE IN DIAMETER Ly of ai a V9'X 3 VY SD525312 2 V1' aRswi,scaeo. n.oe� eaunaecr r STEP DN Y X 8'P.T.JOISTS•li'O.C.W'SRIPSON'HANGERS BOTH ENDS TYP I I AZEK BOTTOM RAIL r- � u, V1'X 5' SD525500 2 3/4' FLASHING BEHIND VT MASONRY ANCHORS,AS REQ'D BY FIELD CONDITIONS.All LEDGER S AZEK DECKING > $ > LEDGER N57AlLA110N PER CODE TYP. ; I I ;r 1 5D5 LEDGER INSTALLATION SDS SCREW EXIST.WALL 7 X ID'P.T.LEDGER BD. • REFER TO CURRENT F-SD5 LEDGER FOR IW57ALLATION: CONSTRUCTION TO 4 C +INSTALL SIMPSON STRONG-TIE REMAIN PROVIDE SELF SEALING MEMBRANE BEHIND FLASHING INSTALLATIONS r � -,;, SPACING 1 ADDIT.INFO. 5D5 WOOD SCREWS W/A 3/r 1 EXTERIOR GRADE CAULK PENETRATIONS TYP. $NOTE.ALTERNATE FINISH MATERIALS AS SELECTED BY OWNER COMPONENTS SHOWN TO +THE SCREWS SHAH BE STAGGERED FROM THE HEX HEAD DRIVER BE BY AZEK OR APPROVED EQ. RAIL SYSTEM TO BE SELECTED BY OWNER 1 = TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN f 5D5 SCREWS INSTALL BEST W/ - I NOTE:WAR SHM FOR/DOD DECK REAR YARD LEDGER/FLASKDETAIL FRONT PORCH TO BE SMAR INSTALLA71ONS AS PER AZEK SPECS.TYP. OF THE LEDGER PER 2015 IRC SECTION R502.2.211 A LOW SPEED VY DRILL 2 TYPICAL DECK LEDGER/FLASHING DETAIL SCALE:r=r-o' GUARD DETAIL SCALE:r=r-o' HANDRAIL DETAIL SCALE:r=r-o' LEDGER DETAIL SCALE:r=r-o' 1 9 6 3 0 1 5 1 9 4 3 0 1 5 1 9 G 3 0 1 5 1 9 6 3 0 1 5 RIDGE SPLICE _____ _____ _____ _ _ _'____ _'_ __ = +1 FRONT HEIGHT/SETBACK RATIO �\ /e-- SIDE HEIGHT/SETBACK RATIO EXIST.PORTIONS OF ROOF TO REMAIN TO RECEIVE NEW ASPHALT " _ --`1�)?X L POST TO t (,E SPACE 0.LO FRONT SETBACK 10 of f \ 160 LEFT SETBACK 20.04' 12 -�.• - - -=sL - - SHINGLE ROOFING TO MATCH ADDITIONS EXIST.ROOFING TO BE FULL UNDERLAYMENT ICE 1 1+ 1+ 1 1 1+ 1+ ,. _ j-• �- ,+ „ COMPLETELY REMOVED DOWN TO EXIST.SHEATHING TO RECEIVE ' WATER SHIELD ALL ROOFS 4:12 S r - , !'' '� RE:517E PLAN ON T-I SHEET / \\ RE:SITE PLAN ON T-I SHEET NEW UNDERLAYMENT.ICE 1 WATER SHIELD.FLASHING.ALUM•DRIP ' 3)1 3/,'X 9 V,'L9E lVL , : i t , ! PITCH 1 1E55 TYP_ l J, 1 L HD - , , - ,BEAN ROOF HEIGHT \ EDGES.ETC.FOR ENTIRE ROOF TYP. 1 ©o9/ot/2o2t REVS PER ARB COAMAEKT3 ,3 , , \ ,+ +; ,+ ?_ 12/=020 A*4 D-PEWr fT WVWW ISSUE 1 +: : i -1 If -1 it i s, / \ , 12/1 b/2020 ARB•81D-PERI+�(T REVIEW ME_ ` ' 3 T/O NALL PLATE BEDROOMS 1I IN - t - - 1 -� yL 1 10/22/2020 PROGRESS REVIEW I l__HtFTT I_T 1_7 I J I I I I t 1\1_11 1 E-XI5T.HIP;RAFTERS iTO BE Q j 1 5EAMLE55 5'K-STYLE WHITE ALUM. ' 04/16/2020 PROGRESS REVIEW { ' {I] 12 { EMOVED I REPLACED WEN ' GUTTERS 1 LEADERS FOR ENT RE ' i B + { ULL RAFTERS FOR NEN ROOF HOUSE ; ,, E E. , t. , 1 t. , s, E t. t t. , t. 1 t. , s. 1 t. 1 I REV. OATS LION I t/2 i . '' r I 1 , EX E N. A TtON� 1 NEW ASPHALT SHINGLE ROOFING 1 y NEW r.'AZEK 1 1 I I 1 1 FOR ENTIRE HOUSE.OVER 830 1-�-� ' ' 1 ROOFING FELT W/ICE 1 WATER BORNER OARDS , { IT] ! , I ; ' i + SHIELD OVER 5/8'CDX PLYWOOD _ SHEATHING ON 7 X V RAFTERS o WHITE TYP. { ! I i 1 1 I Ic O.C. { ® i I ! { Q2� n R 1 3 {EXIST HOUSE BEYOND TO REMAIN < 3 m ' 1 {I T/0 FINISHED FLOOR BEDROOMS I F F 1 > A XzNtSQ 1 , 1 I 1 t I NEW WINDOWS CASINGS TO TO BE I � 1 3 1 ! i 1 � WHITE AZEK BDS.TYP. 1 { { 1 1 � JillIJ 1 I ' I + + 8 11 i $z � _ Ij BigEl - 15a >� T/O FINISHED FLOOR I j I � g p 1 { ,•, LINING ROOM/MMWj ROOM/KI'CHEN w► ! ED 1 -41 1 _ ' NEW WINDOWS TO BE ANDERSEW __ •-_t--1 j j I TIT 100 SERIES RE:PLANS 1 WINDOW EXIST.GARAGE DOOR REMAIN. NEW AZEK N a X a SCHEDULE FOR ADDIT.INFO.- TRIM 1 CASINGS,WHITE. DOOR PAINTED BM T/O AVERAGE GRADE It -Il DOVE WHIT e a a e � J-! 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O 1 5 10 20 30 O 1 5 10 20 30 0 CD W O O _____ _______'_______ __ , 1_____ +• 5 14 ROOF PITCH 0 ADDITION TO MATCH 1 1 3/4'X 1 V,'0E LVL RIDGE ROOF PITCH 0 ADDITION TO MATCH 1 I"- � ••00 - -- -- -- • - ---r- --- - -- ALIGN W EXIST.ROOF TO REMAIN VLF. 12 e`ALIGN V EXIST.ROOF TO REMAIN VlF. O '0 o 9 ' '' ' 1 3/1'X 1 V,'L9E LVL HIP '______ _ 1 S PROVIDE SI1PSON HURRICANE TIES. Z ago O a -r ?X C ROOF RAFTERS•It'O.C.TYP. RAFTERS TYP. -.t. 2'X V COLLAR TIES•32'O.C. HANGERS 1 CONNECTORS�ALL ��g `� t 3 + = 1 MEAN ROOF HEIGHT t p 7$2 -Q' O ALIGN W/EXIST.TYP. CONNECTIONS TYP. + , +, 1 +, + , SEAMLESS 5'K-STYLE WH1E ARIL 3 i eif1 , , `•� ,, GUTTERS 1 LEADERS FOR ENTIRE HOUSE ef- t i, ,, .' N ii: li I( ll .. 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UNLESS OTHERWISE NOTED. 3 TWDH 210210 4 Sir Q X Y-0 VI'K- M 1/,' - - - - NOTE: ,) Q o DOUBLE-H m - 3J5 - - - - NOTE: N W 1^ POST TO BASE CONNECTION DETAILS SCALE:r-r-o' HURRICANE TIE DETAIL SCALE:r-r-o' AooEo Q I FWNGDESROIUN 5f'_,VT X C-p}/I H YES �0 18 3/mo- SF 12.0,SF 3389 SF- - NOTE: EXTERIOR G E N E R.AA L NOTES_ 0 WDG PATa DR a sF NOTE: o,ar3,�sGie1101anrat, 1 9 G 3 O 1 5 1 9 L 3 O 1 5 EXTERIOR HALL CONSTRUCTION CEDAR SHAKE SIDING FINISH: ANDERSEN 7-4 V8'l X 3-0 vI H NO 30 25 v8' 4.41 2.58 1 w 0.31 0.28 NOTE: o+u" �$ 0 I 79M 21210 -5 S/r IL X Y-0 vtf - - H 1/1' - - - - NOTE: .. EXTERIOR 51DING TO BE CEDAR 5HAKE5 tr EXPOSURE TO BE PAINTED BENJAMIN MOORE OC-Il DOVE WHITE. NEW SHAKE SIDING FOR ENTIRE HOUSE ICEDAR BREATHER DOUBLE-HU11G _ _ 2•54 _ _ _ _ - NOTE: µE0 AR OPTIONAL)OVER TTVEK OR EQ.BLDG WRAP ON V2'CDX PLYWOOD SHEATHING ON 7 X V WD STUDS 9 1V O.C.W/R-21 BATT INSUL.BETWEEN Wi V?GYP.BD.FINISH TO 12)2'X 10'9 PERM. INTERIOR TYP FOR ADDITION EXIST.PORTIONS Of HOUSE TO REMAIN TO DECEIVE SAME FINISH OVER EXIST.SHEATHING TO REMAIN. EXIST.SHEATHING TO BE REPLACED ANDERSEN 7-8 VNr WL X F-1 VI'H NO 30 21 1/8' 9.10 SF 519 SF M.21 5F 0.31 10.26 NOTE: i.� S V2-MM FOR 2'X 8'LEDGER AS REQ'D.IF FOUND TO BE STRUCTURALLY UNSOUND.ONCE EXIST.BRICK 1 BLDG WRAP ARE REMOVED. F 1 TWDH 202 7-1 S/t'I X S'-,VI'H.- - 28 V1' - - - - NOTE: p r� �o��5�H > �= 2'X 10'LEDGER t VY MIN FOR?X 10'LEDGER W EXTERIOR INNDONB 1 DOORS WOLE-H" - - 5.11 SF - - - - - NOTE: �^-+ 0 nn 2'X IV JOISTS�It-O.C. 1 V2'MIN FOR 2'X t?LEDGER 5 V2' 12 --- EXTERIOR WINDOWS 1 DOORS TO BE WHITE VINYL CLAD EXTERIOR BY ANDE ZSEN.100 SERIES IOR EQUAL AS SELECTED BY OWNER). FINISHES.WOOD SPECIES 1 HARDWARE. ANDERSEN ,'-1 Vrr I.X S'-,v r K NO 30 - 21.41 5F - 6.12 5F 0 31 0.28 NOTE: TO MATCH EXIST.WINDOWS TO REMAIN OR ALT.AS SELECTED BY OWNER W/SIMULATED DIVIDED LITES W/v8'SPACER BARS 1 MUNTINS PATTERNS TO BE STANDARD OR 2 DHP,1052 -1 SW It X S'-,VI'K- - - - - - - - NOTE: �'t � OQ Q. t JOIST O r V7 AS INDICATED ON EXTERIOR ELEVATIONS(UNO). WINDOWS 1 DOORS TO HAVE LOW- INSULATED GLASS.FACTORY APPLIED SCREENS 1 HARDWARE. STYLES 1 FINISHES TO ON PC - - - - - - - - NOTE: 9 of 6 -\ HANGERS (2)2'X 10'HEADER BE APPROVED BY OWNER. NEW FRONT DOOR TO BE REEB SOLID WOOD EXTERIOR DOOR 1 SITE LIGHTS.STAINED W/MINWAX MAHOGANY STAIN CONTRACTOR TO PROVIDE 0 TyE 40 _ TYP. JANDERSEN r-4 3/1'l x C-1 VT K YES 10 St 3/1' 19.11 5F 3089 SF 100.0 SF 0.31 0.28 NOTE: CUT SHEETS WITH BID SUBMITTALS 1 TO OBTAIN APPROVALS PRIOR TO ORDERING (DII FOG 1200-1 r-T a x r-G Yf H - 18 3/6'- - - NOTE: 0 O O � V2'I THROUGH ROOFING _ _ 13OJi - _ - - al,cwur of inroe�eoece►Nosl, GROG PAID OR SF- NOTE: V?0 THROUGH BOLT5 W/WASHERS BOLTS W/WASHERS 2'-0' ASPHALT SHINGLE ROOFING.TO BE GAF GRAND SEQUOIA CHARCOAL BLENC. ROOFING INSTALLED OVER 830 ROOFING FELT(ALTERNATELY AS DIRECTED BY ROOFING S' 2'-0'MAX WINDOWS MARKED-EGRESS'OR OTHERWISE AS REQUIRED BY CODE.TO BE INSTALLED 1 SIZE TO BE VERIFIED WITH STAGGER BOL75 IN(2)RO�i TTP. MANUF.INSTALLATION SPECS)OVER S/8'CDX PLYWOOD SHEATHING ON OVER 2'XV ROOF RAFTERS SPACED 9 IV O.0 UNLESS INDICATED OTHERWISE ON PLANS 120 RESIDENTIAL CODE OF �---��•••-- --- - ---•-•-- r•� ELEVATIONS. PROVIDE ICE 1 WATER SHIELD.FLASHING.ALUM.DRIP EDGES.ETC.AS REQ'D FOR WATER TIGHT INSTALLATION All INSTALLATIONS TO BE AS PER MANUF. EMERGENCY ESCAPEMANUF.AS 70 MEET EAND RESCGRESS UE OPENINGS)SECTREMEN75 PER OION 3O(GUARDS 1 WINDOW FALL Y PROTECTION)ZEAL�OTHE DISTANCE SHALL BE PERMITTED TO BE REDUCED TO 1 V2'IF LAG SPECS TYP. EXIST.ROOFS TO REMAIN TO BE STRIPPED DOWN TO EXIST.SHEATHING.FOR NEW INSTALLATIONS. SHEATHING TO BE REPLACED AS REQ'D.IF FOUND TO BE APPLICABLE ESCAPE OF THE CODE TYP. SCREWS ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG n STRUCTURALLY UNSOUND,ONCE EXIST.ROOFING 1 UNDERIAYMEWT ARE REMOVED. SCREU15 TO ATTACH 2'X 8'LEDGERS TO 2'X B•BAND JOISTS. SIMP50W LPCGZ POST CAP TRIO: PROVIDE TEMP.GLAZING FOR HAZARDOUS LOCATION.DOORS 1 LOW SILL5 AS REQ'D BY 2020 RESIDENTIAL C ALL EXTERIOR TRIM,CASINGS.MOULDINGS.ETC.TO BE WHITE AZEK OR ALT COMPOSITE MATERIAL.AS SELECTED BY OWNER NEW YORK STATE.SECTION R308.4 IH AZARDOUS LOCATIONS)TYP. A NOTE:LEDGER 20 TO BE SECURED TO HOUSE BAND JOIST S V7 1 BOLTS SPACED 9 S O.C.MAX 1 IN 'X C POST FRONT COVERED PORCH 1 REAR DECK FINISHES: HINGING,ACTIVE/INACTIVE PANELS,ETC TO BE APPROVED BY OWNER PRIOR TO ORDERING ��+ ACCORDANCE V 2020 RC NYS SECTION RSOI tEXTERIOR DECKS)ff ALTERNATE FASTENERS ARE USED POST CAP POST CAP � SPACING 1 INSTALLATIONS TO COMPLY V 2020 RC NYS SECTION RSOI I PER MAM)F.SPECS TYP. DECKING TO BE AZEK(TIMBER TECH)VINTAGE COLLECTION,COLOR:COAS LINE TrT GUARDS TO BE A7EK(TIMBER TECH)TRADEMARK STYLE.COLOR:WHITE(All COMPONENTS) ALL WINDOWS I EXTERIOR DOORS TO BE ANDERSEN 100 SERIES(OR EQUAL AS SELECTED BY Owu&x EXTE OR FROLEDGER DETAIL SCALE:r=r-o- POST TO BEAM CONNECTION DETAILS SCALE:r=r-0' ALL TRIM.SKIT PORCHRT BOARDS.ETC.TOOLUMNS TO BE P BE AZEK COLOR-WHITAN STYLE E. EXTERIOR STRUCTURAL COMPOSITE COLUMNS.COLOR:WHITE EXFINTSERIOR GRILLES H TO BE LIUNO)D WIDOWS 1 DOORS TOIHIAVE 1.0-E INSUIDED L17ES LATED GLASS. ACTORY 1 SPACER BARS I AP UED SCREENS 2021 NOTE. 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