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HomeMy WebLinkAboutBP23-200PERMIT SECTION TYPE OF JOB LOC ES .COST S J 7 UUC] - TCO a INSPECTION RECORD DATE INSP FOOTING FOUNDATION FRAMING RGH FRAMING 6NSULATION y-/0- 200 FD PAS,fG J _ �WMBING 10 RGH PLUMBING GAS Q SPRIN SPRINKLERELECT---c�--rT- LOW -VOLT O ALARM AS BUILT f- �" LOLL/ F•+c-f. -SASS L> FINAL 0 7l0I-798/ oho S%nkgQ45)590-305� n0 WD)V`dawn Pliant4�ir7 A�%a%H'h) OTHER APPROVALS ARB BOT PB zBA OTHER VILLAGE of RYE BROOK WESTCHESTER COUNtY, NEW YORK NO: 24-066 (certificate of ®ccupaucp This is to certify that / r %on'01? �C.. ,Br-eeA-? of, �Y���� f�7 having duly filed an application on 20 requesting a Certificate of Occupancy for the premises known as, c , Rye Brook,NY, located in a R_ Zoning District and shown on the most current Tax Map as Section: 5 .53 Block: _,5_Lot: and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. , issued 20 e?3, 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: — Construction: J. for the following purposes: l �IQ}� /'yJJ /^ �� ��✓ate Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit fa dities shall be made,and no enlargement, whether by extending on any side or by increasing in he hall be nor s all a building be moved from one location to another until a permit to accomplish such change ha bee o tai d from e B g Inspector. Building Inspector, Village of Rye Brook: Date: JUN - 4 2024 LBUILDING / BUILD NT For office use only:- 2024 VIL OF RYE OK ISSUED: / 'a 4 �y3 KiNc STRE YE BROOK, YORK 10573 DATE:-a-a act = UOK .9 -0 O� FEE: 1 PAIDPARTMENT 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 rrrssrr►asr►rss+rrtsrrrrrssssrsr»s«r«rrrr«rrrr««rr«rrr»wrwww«»►»s»»rr►►rs»»r»rrr►rasrrr«r«««r«ss►rs►r»►rsrasssrrrrrrrrrrr««r Address: 80 Windsor Road Rvebrook.NY 10573 //__ Occupancy/Use: Parcel ID#: 135•S� - 3- ci to Zone: 2"1 Owner: Address: P.E./R.A.or Contractor: JTS Construction of Dutchess Inc Address: 1281 Route 311 Suite B201 Patterson.NY �2563 ers7 in resoonslMie cliare' niev Address: 1281 Route 311 Suite B201 Patterson.NY ppi e 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 Y�ORRK,COUNTY OF WESTCHESTER as: ¢ / Ce- f) being duly swom,deposes and says that he/she resides at OO Ur)d S a r P-d rmt Nam of Applicant)/l // (No.and Street) in VP g 6-00 k ,in the County of W as�h es+e r in the State of��,that -T (City/Town/Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:S 440 J Doc) for the construction or alteration of: M +(.r * 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§250-10.A.of the,,C a of the Village of Rye Brook. 11 Sworn to before me this vs Sworn �to before me this / _ day of ` . , 20- dayof ,20_!�q 40&A "ZI // , 2 9­\_a_ Signature of Pro Owner Signature of Apecant Ke�=+� 3-. 6 -e_e., I Print Name of Pro pe Owner Print Name of Applicant • r Notary Public Notary Public 8'12/2021 TIANNA MAJOR Notary Public-State of New York TIANNA"OR NO.01MA0005867 Notary Public-State of New York Qualified in Westchester County NO.OIMA0005867 ly Commission Expires Apr 19, 2027 Qttalif!ed in Westchester County My Commission Expires Apr 19,2027 �yE BRC��. 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR C1liSSISTANT 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 : Cq 12 AA C� DATE: !U L V PERMIT# U� - fL c7 ISSUED: f SECT: S. BLOCK: LOT: �6 LOCATION: • ")io cU'1 /11/9 tG &4 Tip OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... De ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS "J�l ' '/✓ ;/`'%'� ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING / / 1, 1 J� Is /�, C [I CROSS CONNECTION L t� l/v �C• L lJ �• �� ❑ FINAL S ❑ OTHER �E BRC�k, 1982 BUILDING DEPARTMENT ❑,BUILDING INSPECTOR ET' 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: 0 W I') j S to � PC), � DATE: �/- /�-) Z GL PERMIT# Z? (R3 - 200 ISSUED: � "Z ECT: ��S BLOCK: - LOT: 7 LOCATION: C U J <` Jih ! 1'^�b y,+�, OCCUPANCY: ❑ Violation Noted THE WORK IS... a PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas /OCEr1 177 4 j ❑ L.P. Gas A 1co� ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION -r(.C, Cn W (ice �� a/ O- r- ❑ FINAL ❑ OTHER F/yt d S- ZZ "zy QyE BR(�k. • �9n2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR Er 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: so 0 1 ►A C�t )2 00u -(� DATE: / - 2- L/- 20 L y PERMIT# ���_) '21 d O ISSUED: I' -2 SECT: BLOCK: LOT: / LOCATION: C.c�`J .7y�L �'''1 � OCCUPANCY: ❑ Violation Noted THE WORK IS... PASSED ❑ FAILED /REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL g'"OTHER .�^PAJ �yE BRC�k. • �9�2 BUILDING DEPARTMENT ^❑BBUILDING INSPECTOR LI-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 : 1C 3c, C� DATE: Z U L PERMIT# 1 1 2- -I ()-3 5 ISSUED: //--3O-23 SECT:,_-4_� 31- BLOCK: .3 LOT:_ LOCATION: I/ AR � ► X1 1'�ZGJ -✓1 OCCUPANCY: ❑ Violation Noted THE WORK IS... B'PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: Er ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas ❑ L.P. Gas 6� ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC�k. BUILDING DEPARTMENT UILDINGINSPECTOR 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 - - - - - - - - - - - - - - - - - - - - r �J ADDRESS :- ` �_ Vj `- ���L k � � DATE: PERMIT# 1-��`� J 5 ISSUED: /- o - SECT: 3J ' BLOCK:--5 LOT: LOCATION: I�4 '` 4 o ✓` OCCUPANCY: ❑ Violation Noted THE WORK IS... ❑ PASSED FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ®'ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER oiN rZN(' U G ❑ FINAL PLUMBING ❑ CROSS CONNECTION ,, � n ❑ FINAL r U SP G (� LAS CAP ()J tj JAJ ❑ OTHER V C J vi UG F.F b ^)C rya fQA V. i iG a N e� M Q'ca.� ■ a E-4 v ++ N �• v, U Q �j 0 -5 V Ln a y c oen u y Q q o > o G pw bi) zC) H � o � ob ZV z 00 on. w z o �,�/L� �j ry^�7 Cwq �r uo � v, E� bA `: x w A ck te' H o w Ln �' � lo ;gAL Z N o by F►�/� a F�"., ,� 0�1 v' W ■ F�I � (n c� C • V A V, r. � `v ~ � o ■ ■ z x — Id j••j p3 0 V F o w a� w C7 Q A Z O 04 CA ° a a a. u o = y x ■ _ x x = BUILDING DEPARTMENT VILLAGE OF RYE BROOK NOV 2 1 2023 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 vvw w.ryebrook.orp INTERIOR BUILDING PERMIT APPLICATION FOR OFFICE USE ONLY: NOV 2 9 2 / 'c Application Fee:S� Approval Date: tt#: PP Approval Signature: J Permit Fees:S 4E - Disapproved: Other: Application dated: NOVEMBER 8, 2023 is hereby madetothe Building Inspectorof the Villageof Rye Brook,NY,forthe issuance ofa Permit forthe interior alteration of an existing building,or for a change in use,as per detailed statement described below. 1. .fob Address: 80 WINDSOR ROAD SBL:`135.52-374 Zone: R-7 2. Proposed Improvement.(Describe in detail): MASTER BATHROOM ALTERATION AT 2nd FLOOR TO BE PROPOSED IN CURRENT EXISTING ROOM DIMENSIONS 3. Does the proposed improvement involve a Home-Occupation as per§250-38 of the Code of the Village of Rye Brook? No: X Yes: If yes,indicate: TIER 1: TIER 17: TIER III: 4. Will the proposed project require the installation of a new,or an extension/modification to an existing automatic fire suppression system(Fire Sprinkler,ANSI. System. FM-200 System,Type I Hood,etc...) :No: X Yes: (If yes,please submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 5. Occupancy;(I fam.,2 fam.,comm.,etc...)Prior to Construction: 1 FAM. After Construction: NO CHANGE 6. N_Y State Construction Classification: VA N.Y.State Use Classification: R3 KATE BREEN & 7. Property Owner: ALEXANDRE GAGNON Address: 80 WINDSOR ROAD RYE BROOK NY 10573 KATE: 17- 8-7229 KATE:katebreen02@gmail.com Phone# N/A Cell# ALEX: 646-761-7981 email: ALEX: alexuaanion84@hotmaii.com KATE BREEN 8. Applicant: ALEXANDRE GAGNON Address. 80 WINDSOR ROAD RYE BROOK NY 10573 8-7229 KATE:kateoreenoz@gmall.com Phone# N/A Cell# ALEX: 646-761-7981 email: ALEX: alexaaan1on84Qhotmai1.com 09 Architect: RENE ROBERT MUELLER, ARCHITECT, PLLG Address: 5774 MOSHOLU AVENUE, BRONX NY 10471 Phone# N/A Cell# 914-841-1499 email: rmue333233@aol.com 10. Engineer: N/A Address: Phone# Cell# email: 11. General Contractor: ITS CONSTRUCTION Address: 1281 NY-311 PATTERSON NY 12563 Phone# 845-855-7013 Cell# 845-590-3052 email: `tsconstruction@aol.com 12. Estimated cost of construction $ 39,000 (NOTE:The estimated cost shall include all labor.material.scaffolding,fixed equipment,professional fees.and material and labor,.hich may ire donated gratis.) 13. Job Timetable: Start: EARLY IANUARY 2024 -_Finish: _ LATE MARCH 2O24 (I) 6/If2023 BUILDING DEPARTMENT VILLAGE OF RYE BROOK NOV 2 1 2023 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 www.rvebrook.org .AFFIDAVIT OF COMPLIANCE VILLAGE CODE §2 1 6 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: KATE BREEN & I, ALEXANDRE GAGNON , residing at, 80 WINDSOR ROAD i III ir t n;unci l Address�Nlwre\uu if,.e) 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; 80 WINDSOR ROAD , Rye Brook,NY. l►oh:Address) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief,that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps,or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. i. tena[urr ul 't"hcrl Ott 11VN I — KATE BREEN &ALEXANDRE GAGNION 111rim owicitQ6 Sworn to before me this 17 T-e day of ^404-1�/6-rx . 20 2- irc:a r r bHc eta o Ncw Yer+c �—^--� NO,01 V.64c-12?7 ':r We .vies: Cflur.ty ���_ h� ^r s , for Etipires Cct 26. :.Q25 (� (Nolan Puhhc) (2) 8/12/2021 - - e This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: KATE BREEN & ALEXANDRE GAGNON , being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) an fu er states that (s)he is the legal owner of the property to which this application pertains, et-�#at{ tg-tije• . f4he4e0— *~-9*d is duly authorized to make and file this application. eh►iteoh�lsseter,egeflt-attorRer.s Nor} That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed, or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications, as well as in accordance with the New York State Uniform Fire Prevention & Building Code, the Code of the Village of Rye Brook and all other applicable laws, ordinances and regulations. By signing this application, the property owner further declares that he/she has inspected the subject property, and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this /7 ;7?17' Sworn to before me this day of _ fYpv6r�dd.t , 20 =' day of, 20— A4W j� hL 1 SAME AS OWNER Signa or Property 0%-ner d Signature of Applicant - - inn �� �� �„ SAME AS OWNER Print Name of Propertc(honer Print Name of Applicant Notary Public _— — - _ - Notary Public 30MF.AGE GAYA VJHANAGE i, otar.P.,t..I,i-State of New rorR N oly!6.124207 Qual�x-'; in was;chester Court, MY Come`ss:or Expires oct 25 2025 ^�Y' iS4�4 (4) R/I M02l a 0 N N W s G N N \ a N \ O \ 7 •—' W 6u1 F W A p x 1-4 , w u �' > °� ti N � W a y :� W ■ �i .Ln ° UO z a v C x►� w � as U � R, zC) o w e z CD ,� a � o g W z O O ►��+ A ONN w Q o 0-4 ►�'" �..� W n W O oo t t a' O w W � H � bdw w u A w e a A � a ■ O � W � Z � O W M cn z c°� z cn • vwi w wz � � a uo a � o Q o a u z A Z W W �o W .yy 04 1�1 GINZ v04 V a w g o zz ■ w p p z A a � � � � � � ■ ►--a o H a . U 6 u wo N x ►--� Z N w W C7 z Lx r Ln F S L x i 00 0 � ■ k DRC� BUIL;:ET E ENTjD VILF RYE OK APR - 1 2024 938 KIN RYE B ,NY 10573VILLAGE OF RYE BROOK oo .org BUILDING DEPARTMENT ELECTRICAL PERMIT APPLICATION T Westchester County Master Electricians License Required w / FOR OFFICE USE ONLY BP#: �"�� EP#: `— 0& Approval Date: A / Permit Fee: S Approval Signature: \„ Other: ************************************************************************************************** DO NOT START WORK or CONSTRUCTION UNTIL A PERMIT HAS BEEN ISSUED BY THE BUILDING INSPECTOR. THE ADMINISTRATIVE FEE FOR WORK PROGRESSED OR COMPLETED WITHOUT A PERMIT IS 12%OF THE TOTAL COST OF CONSTRUCTION WITH A MINIMUM FEE OF$750.00 Application dated, is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and or emove electrical equipment,wiring,fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. By signing this document, the applicant & property owner agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. �( �j 1.Address: 's D Imo- SBL:/�"5�— '3— 7 Zone:e / 2.Property Owner: Address: Phone#: Cell#: email: 3.Master Electrician/Licensed Installer:p [ / /! Address: Lic.#:� 3 Phone#: Cell#:2(`,7'7,93-32?7 email: OL ► Ccil�ij Company Name: e -I&C, Address: 7 1� 4.Proposed Electrical Work/Fixture Count: Z �O 5.31 Party Electrical Inspection Agency: S (S STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: being duly swom,deposes and states that he/she is the applicant above named,and does further (print name of individual 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 ine this day of 20 d 20 Signature of Property Owner Sign re of ppli t Print Name of Property Owner P ' t ame of Ap licant Notary Public btcState of New York No.01 M E61600 63 10/30/2023 Qualified In Westchester County Commission Expires January 29,20 z--? STATE WIDE INSPECTION SERVICES, INC. 0•• • • SWIS JOB APPLICATION0. • Office Use Elect. Permit# y� l- Date / Z02 Bldg Permit# / 3— Scl Ft Plumbing Permit# Final Certificate# City/Village Zip. ,S� Building Dept. County !✓,„-7� Address JU iJt1iYL.(d Cross Street Section Block Lot Owner Name/Address(If different than above) C A Contact Number ❑Basement ❑ 1st FI. ❑2nd Fl. ❑3rd FI. ❑More Than 3 FI. ❑Garage ❑Attic ❑Outside ❑Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms C/0 Detector Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Luminaires Generator Transfer Switch SERVICE Amperage gPanels 1P 3P # Meters # Disconnect ❑Underground ❑ New ❑ Reconnect ❑ Repair ❑Overhead ❑ Upgrade ❑ Disconnect Utility ID# ❑Con Ed ❑ NYSEG ❑Central Hudson ❑ Orange/Rockland PHOTOVOLTAIC SYSTEM PV Modules Inverters AC Disconnect Junction Box Combiner Box Load Center PV Monitor Energy Storage System DC Disconnect ❑Legalization ❑ Safety Inspection ❑Consultation D APR - 1 2024 VILLAGE OF RYE BROOK BUILDING DER,%RTMENT This application is valid for one(1)year from the date received by SWIS.This application is intended to cover the above listed items to be inspected,if at any time of inspection additional items have been installed,you are authorized to make the inspection and adjust the fee for the additional items inspected.The applicant declares that there is no open applications for the above address with any other inspection company.The applicant, owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Email Address Name �` P License# F— 53 Date 41112 Sign Address City/State ZiP Company Phone# R[Ec [� �w [E State Wide Inspection Services CAS1080 Main Street 14 2024 Fishkill, NY 12524 MAY 845 2 Phone TO 4914-219-1062 Fax STATE WIDE INSPECTION SERVICES VILLAGE OF RYE BROOK Email: office(d)swisny.com BUILDING DEPARTMENT 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: Peterbuilt Electric Inc Alexandre Gagnon & Kate Breen Peter Simone,Jr. 80 Windsor Road 197 Traver Road Rye Brook, NY 10573 Pleasant Valley, NY 12569 Located at: 80 Windsor Road, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP 24-064 135.52 3 46 — Certificate Number: 2024-2114 Building Permit Number: BP 23-200 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: 80 Windsor Road, Rye Brook, NY 10573 The Second Floor Bathroom 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 14th day of May 2024. Name Quantity Rating Circuit Type Switches 04 GFCI Receptacles 02 Luminaires 04 Bathroom Fan 01 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. a N N O ' .`n kn -� N a a M N O 0 _ _ x c �--� W H z w v Cl)00 : � Q a w 1 L V O ■ el U CV x W O z z A w to x a - Oz w o � o O W �—+ O Q Q o w H O 00 ON w z a UO cc 04% P-4 x O w u za ►—' � � zcn .� M MM .a7 '+ Cl O Q N o0-4 M z c O U a U -r ° z� s z w c � U o n ,3 �� oaa � W � 00 A w z Q von a a L Q U W a a a e = LMAAR BRBUIL E MENT 3 2024 VIL E OF RYE OK 938 ICTN ET RYE B ,NY 10573 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 42 or PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP#: c�)3rc4 Oc PP#: 03 9 Approval Date: MAR 15 202 Permit Fee: $ Approval Signature: Disapproved: (fees are non-refundable) DO NOT START WORK or CONSTRUCTION UNTIL A PERMIT HAS BEEN ISSUED BY THE BUILDING INSPECTOR.THE ADMINISTRATIVE FEE. FOR NVORK PROGRESSED OR COMPLETED NVITFIOUT A PERMIT IS 12'%o OF"THE 'TOTAL COS"f OF CONSTRUCTION WITH A MINIMUM FEE OF S750.00 Application dated, of — e y is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove Plumbing as per detailed statement described below.The applicant&property owner,by signing this document agree that said plumbing work will be in conformance with all applicable Federal,State,County and ffL//occal Codes.Z11 —7 1.Address: / BL:�3�i���3�7Cr7 Zone: / 2.Proposed Work: 4 4 t 3.Property Owner: Address: Za.,— Phone#: Cell#: /emai/L�•,� /,m 4.Master Plumber: Address: Address: �,�/ Lic.#: �Ph ne#: Cell#: ��-�� emai1: e Company Name: �f /���(� /7j�r lk Address: SilAg_ rrvl INDICATE FIXTURES&LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement 1st Floor 2nd Floor 3rd Floor 4"Floor 5`h Floor Exterior 5.* List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) BUIL MENT VIL E OF RY OOK MAR 13 2024 938 KING ET RYE BR NY 10573 _____.� 4 -0 �jY VILLAGE OF RYE BROOK BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT . STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: 31, �Ie_ Bre-e-4 , residing at, e C rPr[III u:nncI (Addressvv here you i\c) being duly sworn, deposes and states that(s)he is the applicant above named,and further states that(s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; zpol 1J1/711f'eC Jf /fW /� ek , Rye Brook, NY. (.lob Address) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief, that there 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. - L&- '4 (• ignature of Pro V . k�lO��ner(sl) e 3 &-ee_4 (Print Namc of Propene(hv ncr(s)) Sworn to before me this ()Pei day of b `CA('G/ , 20 DOMPAGE GAYA VITHANAGE Nc:ary Public-State of New York NO. 01V16424207 Qualified in Westchester County My Commission Expires Oct 25, 2025 (Notary Public) -3- 8/12/2021 D46445 3/3/2023 STA OF NEW YORK,COUNTY OF ) as: 7 being duly sworn,deposes and states that he/she is the applicant above named, nt name of indif id signing as the applicant) and further states that(s)he is the Master Plumber for the legal owner and is duly authorized to make and file this application. That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. „d rk Sworn to before me this 9 Sworn to before me this day of ,20 oZ� day of rtG K 200 Ll / - Si nature of Pr rty Owner ign o tca -� gre_,eli Print Name of Property Owner Print N e of App icant Notary Publ c DOMPAGE GAYA VITNANAGE Notary Public-State of New York otary Public LINDA S. COBURN NO.01V1 Westchester NOTARY PUBLIC,State of New Yak Qualified in Westchester County My Commission Expires Oct 25,2025 No 01C050Tl1G65 Qualified in Dutctsets Gemmissm Expires April 26 This application must be properly completed in its entirety and must include the notarized signatures o the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. -2- 10/30/2023 Why use Liquid Green spray foam insulation: • Is ultra-light weight • Has excellent thermal and acoustical properties • Insulates and seals air gaps after one application • Reduces indoor noise pollution • Stays firmly in place, will not settle • Helps prevent mold and fungi growth by controlling moisture and condensation • Has zero food value for rodents or insects • Provides an R-Value of 4.2 per inch or greater for open cell • Provides an R-Value of 7.1 per inch for closed cell • R-Value holds stable overtime • Water and moisture resistant • Lowers heating and cooling costs • Lowers free floating dust and allergens • Stops drafts and cold spots • High Fire Rating (Class 1) • Save 50% of your heating& cooling costs • Since your insulation is 50%more energy efficient, install smaller, more energy efficient HVAC equipment. • The finished product contains no formaldehyde, and does not release emissions into the atmosphere nor is it detrimental to the ozone layer. Being completely inert, it simply does it's job for the lifetime of the building. Most importantly, it saves 50% energy, 50% of the cost to buy the energy, and 50%of the emissions associated with the burning of fossil fuels used to heat or cool your home. • So, L I q u I d G re e n sprayfoam insulation is good news for your wallet and the planet! To : Town of Rye Brook, Bldg Dept, 4/4/24 The spray foam insulation installed at 80 Windsor Rd., Rye Brook, was installed per manufacturer's specs. All exterior walls in question, sprayed with 3" closed cell foam, totaling R-21. Ceiling area sprayed with 7" closed cell foam totaling R-49. If you have any further questions or concerns, please feel free to call or email. Regards, Harvey Barnes/owner Office# 845-787-FOA M Cell# 914-409-3273 info(&spraylicluidyreen.com www.sprayliquidgreen.com r— Westchester HIC # WC-29859-H17 D L,C C� 0 W IE LiquidGreen Sprayfoam Insulation 473 Rt 164, Brewster, NY 10509 MAY 2 2 2024 VILLAGE OF RYE BROOK BUILDING DEPARTMENT WA * q Permit Check List&Zoning Analysis Address: s�c SBD Zone• l I Use 2`0 Coast.Type: \)(_3 Other. Submittal Date: !:. Z023,evisions Submittal Dates: Applicant: " l) Nature of Work {� ��5 Q (.l bn S (� Fa Reviews•ZBA PB: BOT• Other NEED OK ((�(vrFEES:Filing._ BP: C/O: Flood Plane: Legalization: ( ) APP: Dated: Notarized: SBL: Truss I.D. Cross Connection H.OA.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening: ( ) ( ) ENVIRO: Long. Short Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection: S/W Mgmt.: Tree Plan. Other. ( ) ( ) SURVEY:Dated: Current Archival: Sealed: Unacceptable: ( LANS:Date Swiped Sealed: Copies: Electronic Other. License: Workers Comp: Liability T7 iJ� Other ( ) ( ) CODE 753#: 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 (v G:Y ( ) PLUMBING:Plans: Permit Nat.Gas: LP Gas: N/A/ Other. ( ) ( ) FIRE SUPPRESSION:Plans: Permit: N/A Other. (� ( ) H.V.A.C.: Plans: Permit: N/A Other. ( ) ( ) FUEL TANK:Plans: Permit: Fuel Type: Other. O O 2020 NY State ECCC: N/A: Other. ( ) ( ) Final Survey. Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other ( ) ( ) Other. _notes: ( )ZBA mtg.date: approval:- notes: d.r ( )PB mtg.date: approval:- notes• d.r I FEE) REOUIRED EXISTING PROPOSED NOTES A� Circle Fronggc Front Front: Sim: Rsar. Main Cov Accs.Cov Ft,H S Sd H/Sb: Tot Imp• EL-Imp PaP HA"/Stories: notes: of In ° a cn x O I. t- s +.r (((uw).4p a CI raj Z S y L. u W fl. o ^ Gr r.r O c co\e u. 0 r� Vi O Z ? " E w CC a v i 0 Z v n 0 1�e ao r a 4k IL � � eVp i. � M !•�i 9 J T SC ON S•0 t LMARTINEZ A`'RO CERTIFICATE OF LIABILITY INSURANCE I D1112 02 1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the Certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. It SUBROGATION IS WANED, 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-L-- PRODUCER &PACT Carlos Teixeira Acd3ure Insurance Partners Services of NY,LLC PHONE FAX 90 S.Ridge Street IAic Ne,EX) (914)937-1230 IAig,Nei:(914)9374124 Rye Brook,NY 10573 i-uMDAdiss:cteixeira@ac►isure.com INSURER(S)AFFORDING COVERAGE NAlee INSURER A Selective Way Insurance Company 26301 INSURED INSURER D Merchants Mutual Insurance Company 23329 JTS Construction Of Dutch@%&Inc INSURER C Westchester Fire Insurance Company 10030 Po Box 51 Pawling,NY 12564 INSURER INSURERE wSURERf: 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 - vl TYPE OF a/SURANC[ MADDjDL aSVyWiI PDLCr NUMBER PDLICY EFI POLICY Ex► IYWODIYWYI IIIShOOR'Y'YYI LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 1 1.000.000 LLAIMS.MAJE X OCCUR X S 2439894 12/13/2022 12/13/2023 pREM16ETO ENTOC EEDenu) 1 500,000 MED EXP(An)one powe 1 15,000 PERSONAL a AM INJURY 1 1.000,000 GEN'L AGGREGATE LRIMoI-APO[IFS PER GENERAL AGGREGATE 1 2.000.000 X PrA icy JpEC* I-C,C PRODUCTS•COMP OP AGG 1 2.000.000 OTHER _B AUTOMOBILE Limurr -- — _-— f 1.000,000 jEs COMBINED SPIGLE LMIrt X ANN AUTO CAPIOS3M 3/29/2023 3/2912M BODILY INJURY S eOTXLV INJURY IPa Paver) S AIRTU NOxI��ES ONLY AAUTOSULryryF��Dpp epgLY INJURY(Pa iN C4P tl f AUTOS ONLY AUUiIO�wONLY' ( OPEDAMAGE 1 f~A X UMBRELLA UAe X OCCUR EACHOCCURRENCE 1 2,00,0601 EXCESS Li" CLAIMS-MADE S 2439894 12/1312022 1211312023 AGGREGATE s 2,ON,000' DED X RETENTIONS 10,000 _���711prNY -----_ _ pE f OYIRYNe�_`-" YIN STATUTE ERH y AUN1 IP,ROPMREIE1O�RR.PART'*ERE"LLITIVE (w nawerYIn NH)EXL7JDEY %/A E.L.EACH ACCIDENT f E.l DISEASE-EA EMPLOYEE S b yc5 ddeflide,.rder DESCRIPTION OF OPERATIONS DelOw _ E L:ISEASE MC, S _ C Excess LhWlity N10791650 002 12/1312022 12/13/2023 EACH OCCURENCE 3.000,000 C Conanercial Umbrella N10791650 002 12113/2022 12/1312023 GENERAL AGGREGATE 3,000,800. DESCRMTIGN OF OPERATIONS,LOCATIONS,VEHICLES IACORO 101,Adddlone ma l Remake Schedule.may ke alined N Sae speee isred­ed Village of Rye is Included as an additional Insured when required under written Contract or Agreement. CERTIFICATE HOLDER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Rye Brook THE EXPIRATION DATE THEREOF NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 938 King Street Rye Brook,NY 10573 AUTHORRED REPRESENTATIVE !-f1=• i _I ACORD 25(2015103) C IM-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NYSIF New YmM State Inwunce Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (gip. r A A A A A A 141761054 1 ra J T S CONSTRUCTION OF DUTCHESS INC 13 WEST WIND RD + PAWLINGNY 12564 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER J T S CONSTRUCTION OF DUTCHESS INC VILLAGE OF RYE BROOK 13 WEST WIND RD BUILDING DEPARTMENT PAWLING NY 12564 938 KING STREET RYE BROOK NY 10573 POLICY NUMBER I CERTIFICATE NUMBER POLICY PERIOD DATE A2361143-7 897899 05/12/2023 TO 05/12/2024 11120/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2361143-7, 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 HTTPSJfWWW NYSIF COM)CERTICERTVALASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT. PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT�nISUR NCE FUND /YY � DIRECTOR.INSURANCE FUND UNDERWRITING VALIDATION NUMBER:786960956 U-26 3 DocuSign Envelope ID: 44938693-FFAC-4C1 C-850C-095C1 FAB809B Alum. Pipe Rejected 1.8'SE 2.5' 71 Tamarack Road N/F Rosemarie Ferraro SBL: 135.52-3-58 I N 00° 54' 00" E Pin Found 5' 75 Tamarack Road N/F Robert Dennis SBL: 135.52— 3— 57 62.50' _ _ Wood Fence 1.2� 80 Windsor Road SBL: 135.52— 3-- 46 Filed Map Lots 16 & 17 and Half of Lot 16 Surveyed December 2L 2016 Map Drawn December 27, 2016 Survey Updated July 23, 2019 Iron Pipe Found Buried WON U ��0\) r/ 0 . U Q a-.......... w 0 • 19.6 ' w 0 0 0 Wood Deck • t.C) �— . 15.0 0.9'S r--- �-- �-- :. 00 CV 00, 78 Windsor Road .00 N/F Richard Stumpf SBL: 135.52— 3-- 45 0 >000 2 Story .00 040 w 0 0 Stone & Stucco Oow Dwelling 0 0') 00 No. 80 .01 AC 00 Unit , 14.2 Z Z 15.2:NO .00 Wing Stone Wail Roof Over -� Porch 14.2' r N Q o `� co N 'Z • Qo rN009*54'00" E 62.50' o WNDSOR ROADto Iron Pipe Found NOTES: 1. THE SUBJECT PROPERTY LIES WITHIN THE ZONE "UNSHADED X", PER FEMA FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 36119CO293F, DATED SEPTEMBER 28, 2007 2. THIS PLAT WAS PREPARED WITHOUT BENEFIT OF A TITLE REPORT AND THEREFORE DOES NOT NECESSARILY INDICATE ALL ENCUMBRANCES UPON THE PROPERTY, AND THIS IS SUBJECT TO ALL RESERVATIONS, RESTRICTIONS, EASEMENTS AND AGREEMENTS OF RECORD TO THE EXTENT THAT THEY LAWFULLY APPLY TO THE PROPERTY. 3. THIS PLAT IS BASED ON A CURRENT FIELD SURVEY AND RESEARCH PERFORMED ON OR PRIOR TO THE DATE SHOWN ON PLAT AND IS BASED ON MONUMENTS AND EVIDENCE FOUND IN THE FIELD AND MAY NOT CONFORM TO DEEDS, DESCRIPTIONS OR PLATS OF RECORD. 4. PLAT PREPARED FOR: KATE BREEN 5. CURRENT SOURCE OF TITLE: LIBER 7407 PAGE 219 6. PROPERTY CORNER MONUMENTS WERE NOT SET DURING THIS SURVEY 350' V1 L� �L 4 4 L � tti 82 Windsor Road N/F Daniel Kean SBL: 135.52-3-47 362.509 Ll Q Iron Pipe Iron Pipe Found 50, Found DocuSigned by: F12F2799A29C417.. Richard J. Spinelli, L.S. NYS LIc. 50975 —Unauthorized additions to or alterations of this plan is a violation of Section 7209 of the N.Y.S. Education Law. NUV z 1 HVi 0 15 30 NEW � C:� 50975 F�CANDS� 3U r ] O O p F O p O F13 O D O D O D O O O aM 11 E■+ o F3C ONO � D O � a $ ,_31 ��-� V 0j O 110 V 9 2023 O O --- - r w r 111 r- MGM 1■/ �"'� ` rr sap, s a O N INPE C ,Village of Rye Bro pa ,+ Rich Manor Park y g a a'mhwCDt wog' King Street School� r 9 � N Pine Rdge , pParkCongregation Kneses 5 eaA Tifereth Israel(KTO J MAKAI ] Jck, �l 4� 5 Rye Brook13 -"� e4twitit4 P° B.a���o � � O � Q •: � � y 9d � � O 'A(N NON y = � � ; °'" a Pihs&Needles-Formal ALIN,,J J b Wv &Bridal Tailoring l.. 0 shwa Group PROPOSEj 1ASTEaRI3t�l'1'illl,tlt)�i t�1:1'l:Rt�l�l'It)��Park Avenue School II i tM architects £ + $ o Lyon Park engineers ® '40 r p o .o 0 a 1 wA0nAw �Tater Tots Daycare ®Westchester A nue M � 4 Tinnis Club Sonora �� trenlylAre �qi vE �'� R A DRAWINGS INDEX LOCATION MAP � , 3 N.T.S. J r T - 100 COVER SHEET N 000 54'00"E I 62.50' 1 T `► K°°°� V SURVEY J CURRENTSITEPLANQ PAVERS G - 100 WITH LOCATION OF o� o PROPOSED ALTETRATIONER HROOM r I x vi M G - 101 GENERAL INFORMATION I G - 102 GENERAL NOTES#1 1s.1' G - 103 GENERAL NOTES#2 tel � 1 l` WOOD DECK -i9'6- LOCATION OF VILLAGE RYE BROOK-PARCEL SOL:135.52-3-46 A - 100 EXISTING FLOOR PLAN r�x a W 1s.o' PROPOSED ___ AND SECTION VIEW UPPER FLOOR ALLOWED/ EXISTING PROPOSED 2&3 OF MASTER ~ PEO r MASTER REQUIRED BATHROOM �n o BATHROOM 1w AA ALTERATION, ZONING DISTRICT R-7 R-7 R-7 A - 101 EXISTING SECTION 0, NO INCREASE VIEW 4&5 OF 2 STORY OF BUILDING LOT AREA sf. 7,500 7,187.5 NO CHANGE MASTER BATHROOM ► C�i STONE&STUCCO FOOTPRINT CIRCLE ft. 60 62.5 NO CHANGE pw G► FRONTAGE R. 60 62.5 NO CHANGE [� DWELLING A - 102 PROPOSED FLOOR PLAN AND SECTION VIEW a C 14.2'_ YARD SETBACKS 2&3 OF MASTER 15.2' BATHROOM FRONT YARD R. 25 26.7 NO CHANGE ROOF OVER WING STONE WALL SHORTEST SIDE YARD ft. 8 14.2 NO CHANGE = r� PoacH A - 103 PROPOSED SECTION Ln 14.2' TOTAL OF TWO SIDE YARDS ft. 20 29.2 REAR YARD ft. 20 35.5 NO CHANGE VIEW 4&5 OF s MASTER BATHROOM H C S' LOT IMPROVEMENTS a W o G A - 104 PROPOSED TYPICAL MI AREA OF HOUSE % 23 15.3 NO CHANGE l AREA OF ACCESSORY BUILDING % 4.5 0 NO CHANGE DETAILSto r, N 0 AREA OF DECK % 3.5 3.49 NO CHANGE N 00 TOTAL IMPERVIOUS COVERAGE sf. 3,220.5 3,044.89 NO CHANGE A - 105 PROPOSED TYPICAL N p Cie O Z oo FRONT IMPEREVIOUS COVERAGE % 40 15 NO CHANGE O DETAILS QP z HEIGHT/STORIES _ E - 100 PROPOSED ELECTRICAL .. D N 00 5 ' 62.50' NUMBER OF STORIES stories 2 2 NO CHANGE (Q LAYOUT PLAN 10 BUILDING HEIGHT ft. 30 25(Median Height 18) NO CHANGE WINDSOR ROAD PARKING a w D � SURVEY AND TOPOGRAPHICAL INFORMATION PROVIDED BY: NUMBER OF SPACES 2 NO CHANGE D SPINELLI SURVEYING ACCESSORY BUILDING NONE NO CHANGE O 650 HALSTEAD AVENUE,MAMARONECK NY 10543 - - - - - - --- -- - -- -- -- - -- SURVEYED:JULY 23,2019 PLAN ZONING TABULATION 2 CURRENT SITE LA O SCALE:1"=15'-D" D NOV 2 1 2023 � l� l � FINAL ('.,'.0NS'1R1J(4.',*TI0N � �OD O O OD D D O D D D o 0('.'*# OBER �3 1, 0�'63I I C) C Co am cn 4k.0 Zoa-0:0c�+r-�rn-- � a a0p. 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N H 0O0 M m n �m.h.=OC WO 0 o v) o ..:.;.;.:.:.:............: o a to Co N -<p<1 s m a N �� ° .���p o�0 rr n� =o ,r a 0 0 0 0 -o V� �� W' t S (n �' O -*r-to ,� n 0-+Q.o r- �° 30.7' °,o�'a ,, v � �'3 �'qA ,�.. N Z '.o �n r-� 1 � � r tr N �.�-� ��.. oo .... 0 O)W O A .. _, �D �p�p n V v i Z I p. m ;O p mp�A O!�° (D� �' _ C � O Q ulO l m �; . flow N Vf N y N 10 4+F a p O�Po n 50' io N W �'4 m Q m Arborvites 13 c 0 °n =r(A c tr?o Z�+ V 0 p N rZ to �' 9. N 89'006'00" W 115.00' o.-0 o cn�, O c M o r (D 0 x 0 "I C p C co "I m 11 a)Z N a m d'G r� CL C> 0) -+ -0 2 r C7 CA 0 O c� c+M n O Na O I a'M 3 'n� ar Woo �_�o � vOa �� sA� K ro w•_r- /Pj m ro o cn 9 to �m 0 v Co�a "'7 ARGYLE ROAD CD a w � o r � M N M I lot • 1 � W � � O o � N 00"54'00"E ' 62.50' 15.0' 19.6' woo0 FENCE-- IPAYERS QI O ,-I i I M LOCATION OF PROPOSED ls.l UPPER FLOOR �I MASTER -BATHROOM I WOOD DECK 19s LOCATION OF ALTERATION, 15.0' PROPOSED NO INCREASE UPPER FLOOR z0 --� OF BUILDING MASTER FOOTPRINT BATHROOM c • ALTERATION, _J r EXISTING PROPOpl, NO INCREASE Q 2 STORY OF BUILDING oet STONE&STUCCO FOOTPRINT o Q 4 Kl,2+3 3 DWELLING z -10 0 /`1'-10 15.2' 14.2' W F ROOF OVER WING STONE WALL Q p" EXISTING ` 4+5 � �`°' 14.2- o M 2 STORY 4 5 0 a !'m J -101 -10-30. 0. ►�, STONE & STUCCO ,gam DWELLING °O1° N a, z ��o~ CD �0— � N 00 5 ' 62.50' 1■�1 ma�►Imw�_ 3 ��wrkr zoo WINDSOR ROAD g �A al F W t o"m z �■"Or�� Lu O o SURVEY AND TOPOGRAPHICAL INFORMATION PROVIDED BY: SPINELLI SURVEYING N o 650 HALLSTEAD AVENUE,MAMARONECK NY 10543 m w O Ln SURVEYED:JULY 23,2019 15.2' 14.2' � PROPOSED LOCATION OF UPPER FLOOR MASTER BATHROOM ALTERATION jL CURRENT SITE PLAN NO CHANGE SCALE:1/4"=1'-0" SCALE:1"=15'-0" VILLAGE RYE BROOK CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FiguresA.3s TABLE R301.2 (1) v Stabilized Construction Entrance \ 11M r.Ar. 0 rred oe n sublect to Daum"it-From ♦ v sal SYMBOL edonuonge keSo IN Winter RoW "Freatft run Ormw ap w Wind WWARWM Coo"" FinaUne t54sb Unt!"WweM De3fpn Nassta tndaa Mead t� y I. SO'MIN. J PAVEME� anew" T Room Debris cNY �Alaar►wr1 0qm Tenant Toe. 'temperature Two ' , AS PER FLOOD so 110 NO YES NO C SEVERE 42' b 4A 4ES S DEGREE- SROwN 1500 522 AT G 101 EXISTING MOUNTABLE BERM (OTOAI>GA CLOTH � amp r< In STATEMENT OF COMPLIANCE C4 e EXISTING -10-M N The Building Thermal Envelope shall comply with: 6RouND -Section:Table R 402.4.1.1 Air Barrier and Insulation Installation&Criteria 12W' EXISTING ~ pAVE"LNT The proposed building design represented in these documents is consistent with the building plans, PLM specifications,and other calculations submitted with the permit application.The proposed building , has been designed to meet the requirements of the New York State Energy Conservation ' a Construction Code. Q 9 ofHslnl soo CONSTRUCTION SPECIFICA1IONS T°�i z M IliCODE COMPLIANCE NOTES014 - t.STONE srzE-USEt-4 D?IDH STONE,OR RECLAIMED OR RECYCLED coNct?F TE °+ EQUIVALENT. • a'°"cre ��+�'...e • � • t I 2.LENGTH-WIT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT VHERE A 30 FWT MINININ LENGTH WOULD APPLY). • ° � --Propetiraaa�oSamrr �' aamaoa::sue aee00.errl�r (,* 3.THICKNESS-NOT LESS THAN SIX(6)OUCHES. r7'i , k,- 4,WIDTH-TWELVE(M FOOT KINIMUM.BUT NOT LESS THAN THE FUL WIDTH AT VILLAGE RYE BROOK !•` Pill* + �' POINTS\MERE»>�aREss aR OGRESS OCC=TWENTY-FOUR(24)FOOT W SIMLE TABLE 402.1.1 W 7J An ENTRANCE TO SITE. i 1 N s.GEOTEXTILE-VMLL sE PLACED OVER THE ENTIRE AREA?MR TO PLACING OiF STONE. INSULATION AND FENESTRATION REQUIREMENTS • 6,SURFACE WATER-ALL SUWACE WATER FLOWING OR NtVERTED TOVARD CON- , - - • STIIwcTM CWWA cES 24ALL.BE PLED K E�ATH THE ENTRANCE IF PIPING Is BY COMPONENTS IM1F`WTLCA�t..A W711WABIE BORN WITH 54 SLOPES WILL BF PERMITT'ED- 7.lIAINTFJMANC£-T1lE QtTR/M10E SHALL.BE MAtIirAINED IN A(&mITIDN WHICH WILL REQUIRED PRESCRIPTIVE ENERGY REQUIREMENTS AT CLIMATE ZONE 4 PRE-VaIT TrRAflICdIG OR fUQ'WING OF SrGDDENT ONTO PUBLIC RIGHTS-�-WAY,ALL AS PER 2020 ECCCNYS INSULATION/FENESTRATION- Qi ti� SEMCNT SPIIJ Ea,DROPPED.WASTED OR TRACTED ONTO PUBLIC RIGHTS-{F-WAYR« MUST BE REMOVED D?EEDIATELY. PRESCRIPTIVE CODE REQUIREMENTS e.VHEN WASHING IS REQ M*M,IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND VHICH DRAM INTO AN APPROVED SEDIMENT TRAPPING DEVICE. H-1 �m 9.PERIODIC INSPECTION AND NEEDED MAID SHALL BE PROVIDED AFTER EACH vF000 ti 1u FEIIESTRATgN SKYLIGHT GAZED CEILING FRMRt MASS FLOOR BASEME $� CRAWL SPACE WALL r �� CLIMATE ZONE FENSTRATION WALL WALL- RWALUE& RAIN. "ACTOR UfACTOR R VALUE WALL RVALVE R-VALUE STABILIZED g"`� rR-vALue R VAu►e R vALUE eFPnR ADAPTED FROt DETAILS PROVIDED BYi USDA—MRCS. TABLE R402.1.2 INSULATION AND FENESTRATION REQU•REMEWM BY COMPONENT NEV YORK STATE DEPARTMENT OF TRANSPORTATION, CONSTRUCTION • �Fq NEW YORK STATE DWARTfEMT OF E RVIR�(TAL COISERVATDai. 4 a 32 O.SS OA 49 20 or 1s+5 ens--I -to lolls 10 2 F'r 10ns NEW YORK STATE SM&WATER CONSERVATION COMWTEE ENTRANCE v� TABLE R40L1.4 EQUIVALENT U•FACTORS 4 ®.32 1 0.56 1 J 0.= 1 0.06 0-M 0.047 CA47 -as oms 0 B/2 Now York Standards and Specifications Page5A.76 Aug11st2005 PROVIDED PRESCRIPTIVE ENERGY REQUIREMENTS AT CLIMATE ZONE 4 For Erosion and Sediment Control r Pik 4 N/A 0.40 49 20 1 N/A 30 110/131 N/A 1 10/13 Net SITE STABILIZED CONSTRUCTION LOCATION ENTRANCE REQUIREMENT ENERGY CONSERVATION REQUIREMENTS ZONING MAP age N.T.S. �1 N.T.S. 1 M tet !` �g djl� ONO r4 z nvi tit n"r%.ItUUP S ;, �-1 -- ---- -- -- - ----- ----------- ----- -- ----- - & 7 a PEMBERWICK l�ll,o w VILLAGE RYE BROOK-PARCEL SOL:135.52-3-46 St Paul's Lutheran church a Me � d Imo► - ------- -- ---- - - --- — --- - --- - - s p� 00� 1 r z Ar Legend ALLOWED/ EXISTING PROPOSED Southern A <� 0 ~ t11f� O REQUIRED 41�k Westchester BOCES v� :� �,� 131 3 ant .SAE v�wcuar�eaooa[>aretronl9Fp --- _�--- .—__ � 0° e�C v��'a s ', � 1Z� errMVDeatnrm AL .¢rr > Rich Manor Paris ^� SPECIML�� ZONING DISTRICT R-7 R-7 R-7 NArAROARM aC.,It"fwidwar --- _ — —_ — _ _ 16 0 'RmbroaDr wd� King Street SchoolPtn P. Q,�I� dge ' LOT AREA sf. 7,500 7,187.5 NO CHANGE pens r�erOMr'�_ Caroh� W �' r 1j1 FEES , a� one °r CIRCLE ft. 60 62.5 NO CHANGE �,�.�tr�Rd r'�, eF Tife�teth�lsrael(KTI) 5 a LU �a 0 t s�- Co r ation Kneses Q mill tb"oft samm moo am L71110r. � , i1►Anma FRONTAGE ft. 60 62.5 NO CHANGE 5 Ry@ Brook ei v Ve 1 t�7170 ct� t Ane.ea awoae rwea awr a,.a "u D�rwk A° d pve gloea V+ 0.�AFSAS OF W me DMA2MD YARD SETBACKS f, p �� �p�e `��6Rd a p+e r1 ViUag f B y, s .p w.am Aree d ra a rune raven+ y `� ►d° o,►tA+� N C 3 OF 28A&M 9 LOMR. FRONT YARD ft. 25 26.7 NO CHANGE B _ 'g a � Pins&Needles-Formal IN •FLOOD OFF ARMM Are.d UrdNemdnW Nod HAreW X C to yr,Rd *� z`'fix SHORTEST SIDE YARD ft. 8 14,2 NO CHANGE a . & „� &Bridal Tailoring ( M MM",----C110901,CUN•"'GWMBOOM TOTAL OF TWO SIDE YARDS ft. 20 29.2 Crawford Park,� b Pashm na Group G ®p ��te o t7A Es srRs,cnasrs jilt„�I`""'D"'aibo4"a4 REAR YARD ft. 20 35.5 NO CHANGE r "r"d r © ee eras.Smmrte SM t%AMUW Clime �enlaler lr Wall bur'oaft tkn LOT IMPROVEMENTS n � � �- ! Park Avenue S9 ; � Lyon Park •• � C,,,,,,r r,ftw H2M ar hitects $ I► —per--aeaenomtJeerw uaet l 9.+engineers 'o, . .v S' Lim dft0''emwaly AREA OF HOUSE % 23 15.3 NO CHANGE AREA OF ACCESSORY BUILDING % 4.5 0 NO CHANGE s��Ih x N.uo„A,,,. 9"Tater Tots Daycare nEA=_—, Fasunt AREA OF DECK % 3.5 3.49 NO CHANGE 5 Westchester Avenue M+rwaodAve rraFEEt TOTAL IMPERVIOUS COVERAGE sf. 3,220.5 3,044.89 NO CHANGE ® -" FRONT IMPEREVIOUS COVERAGE % 40 15 NO CHANGE 6 6"'j Ad trenFNlAre g+0e P \No Dom Da"ON0,861i, im Was C t on 111"R'NV-S vn"NIP.e HEIGHT/STORIES `.` \ 'orb d t� t $ The Salvation Army 4 zo+�eA 10*OnaeolnWonfamtoanmwasknete NUMBER OF STORIES stories 2 2 NO CHANGE Est cert erlp Para x Port Chester Cora 3 C8LPath,Inc North Re 1 Landmark Square A BUILDING HEIGHT ft. 30 25(Median Height 18) NO CHANGE 19 Animal q 9 a o „F4 287 SO IA- ' � 9I'. PARKING � . s+ NY RYE BRMK PLAZA �� % The Castle l� NUMBER OF SPACES 2 NO CHANGE - SITE LOCATION ACCESSORY BUILDING NONE NO CHANGE FLOOD HAZARD MAP ZONING TABULATION LOCATION MAP N.T.S. 3 N.T.S. SECTION IV-MASONRY SECTION I-GENERAL NOTES (ONLY IF REQUIRED) SECTION VI-WOOD AND PLASTICS A-1 All work shall conform to the rules, regulation and in A-20 All structural work shall be coordinated with other trades,any D-1 Concrete masonry construction shall conform to the F-1 All framing shall be In accordance with the Residential Code of I-9 Ceramic work shall be executed as per the Handbook for a accordance: discrepancies or interference Shall be reported to the "Recommended Practice for Engineered Brick Masonry",latest New York State. Ceramic Tile Installation of the Tile Council of America,Inc. •�+ as per 2020 NYS Building Code Architect immediately.Framing shall be square on bearings. edition by Structural Clay Products Institute as well as I current Edition and the Tile Council of America. tt'• as per 2020 NYS Fire Code Use metal shims to level bearing points.Shore properly at "Specifications for the Design and Construction of Load F-2 All new lumber shall be Douglas fir-larch or hem-fir,No.2 or as per 2020 NYS Plumbing Code opening prior to startln§work as required meantime Architect Bearing Concrete Masonry"by the National Concrete Masonry better,with minimum Fb=850 psi. Tiles to be selected by Owner. as per 2020 NYS Mechanical Code is not responsible for structural failure.The Architect shall not Institute and to requirements of the New York State Building ;1� as per 2020 NYS Fuel Gas Code be responsible for methods of construction,other safety Code. F-3 All lumber shall be of best quality,sound,dry and free from 1. Dry set mortar : ANSI A118.1,prepared under Tile as per 2020 NYS Existing Building Code procedures or practices of the contractor. rot,large and loose knots,shakes and other imperfections. Council of America Formula 759 go as per 2020 NYS Property Maintenance Code D-2 Concrete masonry units(CMU)shall be load bearing type to Portland cement: ASTM C150,type 1 1~1 o as per 2020 NYS Energy Conservation Construction Code A-21 These plans are the property of Rene Robert Mueller, sizes Indicated.All blocks to be laid up plumb and level with F-4 All joists,rafters and beams shall be with natural crown up. Aggregate ASTM C144 as per 2017 National Electrical Code(NEC) Architect,PLLC.Any use or reproduction,in whole or in part, joints filled and pointed on the exposed interior faces and as per 2020 National Fire Preservation Association(NFPA) without the written consent of Rene Robert Mueller,Architect, struck flush on the exposed exterior. F-5 All workmanship shall be done in accordance with the 2. Thin Set Premium plus Thin Mortar by Custom PLLC,is prohibited.Any Person or Corporation using plans Residential Code of New York State. Building Products(562)598-8808 4 and the Village of Rye Brook with all agencies having without proper authorization will be held responsible to D-3 Concrete block to conform to ASTM C-90 Grade N-1. *�- � q jurisdiction over this project whether expressly called for or compensate the Architect. F-6 Double up rafters and headers around all roof and floor 3. Crack isolation&Waterproof membrane: N M not. D-4 Mortar shall be type M or S.Mix 1 part Portland Cement,'k to openings unless otherwise noted. Anti Fracture Membrane. a!; q A-22 The Architect of Record has not been retained for the Yx part hydrated lime and 2 V4 to 3 parts sand.(ASTM C 270) \Z A-2 The Village of Rye Brook Fire Marshall Office to govern tenant supervision of the construction nor for any control F-7 All headers to rest on minimum of(2) 2x4 posts unless ,,,,,R separation,penetrations,flame spreads,sprinkler systems, Inspections. D-5 Block shall be stored off the ground and shall be covered to otherwise noted. , �" t etc.if required plus all applicable adapted Codes and Local protect them from the elements. ,.� =:i '0 State Codes. A-23 No work shall be started by General Contractor or F-8 If required,Plywood grades shall be as follows: it Subcontractor until permit Is obtained. D-6 No work shall be done subject to freezing conditions. SPECIFICATION OF MATERIALS AND INDOOR G.'► F a A-3 The General Contractor and Subcontractors by submitting the Sub floor sheathing: ENVIRONMENTAL QUALITY FOR: Z ri cost budget,thereby confirm that they had personally walked A-24 General Contractor or Subcontractor must observe the D-7 Provide beam support at concrete/masonry foundation walls, 32/16,Y4"APA C-C plugged exterior grade(P.T.) !� through/visited/investigated and made them self familiar to permitted working hours as per the Village of Rye Brook provide beam pockets: exterior of APA underlayment Index stump shall be I-10 Paint,coatings,and primers applied to interior surfaces shall Q �y current work status and current work conditions of existing Building Department regulations. - 4"bearing minimum visible on all sheets.Tongue and groove type.Glue: not exceed the following VOC content limits: w residence to be legalized and brought up to code compliance - treated lumber under wood beam waterproof, water base, air cure type, cartridge As established by Green Seal Standard GC-11 and reviewed the Construction Documents and that they A-25 Construction shall comply with all federal,state,and local - vertical reinforcing dispensed. Paints Edition 3.1,July 2013,as amended: agree with the plans and all details contained therein. codes,ordinances,rules,and regulations pertaining to labor and materials. Exterior wall sheathing: Flat Paint:50g/L flat If the General Contractor and Subcontractors find that the C-D APA rated/nailing sheathing,24/10,1/2",exterior Non-Flat Paint:150g/L non-flat plans and details are at variance with what is physically in the A-26 The General Contractor shall cant'appropriate Insurance, grade(P.T.) field or that there are discrepancies or errors within the plans, workman's compensation and liability in the sum prescribed I-11 Clear wood finishes,floor coatings,stains,sealers,and they shall immediately notify the Owner and Architect. by authorities having jurisdiction over the project. SECTION V-METALS F-9 All plywood to be nailed to floor joists with 8d common nails shellacs,applied to Interior surfaces,shall not exceed the (ONLY IF REQUIRED) @ 6"o.c.at exterior edges and 10"o.c. at intermediate following VOC content limits.As established by South Coast A-4 The General Contractor and Subcontractors shall ascertain supports. Air Quality Management District Rule 1113,Architectural and secure all permits,licenses,fees,etc.and respective site E-1 All steel construction shall conform to"AISC Manual of Steel Coatings,June 3,2011,as amended: inspections required by the Village of Rey Brook Building Construction"latest edition. F-10 Plywood face grain shall be placed In direction of span. Department, State of New York, or any other governing SECTION II-SITE WORK Varnish: 275g/L authority. E-2 All structural steel shall be ASTM A-36,ASTM A992, F-11 A 1/16"space shall be provided at all plywood panels and Lacquer:275 g/L B-1 Remove all debris from the site to a point of legal disposal. ASTM A-53,ASTM A-501,ASTM A-307,ASTM A-325. joints and a 1/8"space at all panel edge joints. Shellac: 730 g/L clear,550 g/L pigmented A-5 All materials and construction to be incorporated in the work When workmen perform work after Substantial Completion, Sealers:100 g/L waterproofing,275 g/L sanding, shall be In strict accordance with the latest edition of the clean up immediately afterwards. E-3 All reinforcing bars shall be new billet steel conforming to F-12 Double up wood floor joists under parallel Interior partitions 100 g/L all others ASTM Specifications applicable, and to conform to the ASTM A-615,Grade 60. and for all trimmers and headers around all openings. standards and recommendations of the various trade B-2 If required:Scaffolds and platforms shall be constructed and I-12 No materials shall contain added urea formaldehyde institutes (ACI, etc.) where applicable. All materials to be maintained in accordance with applicable regulations of the E-4 All welded wire mesh shall conform to ASTM A-185. F-13 Provide horizontal reinforcing"cats"for all equipment to be d pr O incorporated into the work shall be new. agencies having jurisdiction at the place of work.Scaffolds secured to wails. I-13 A list of permissible low VOC finishes applicable must be and platforms shall not be overloaded. Contractor shall be E-5 If required,columns shall be 4"square IPS SCH 40 standard maintained by the Building Department.Document of .gyp A-6 Written dimensions on these drawings shall have precedence responsible for safety of scaffolding, weight steel pipe columns unless otherwise noted. Bearing F-14 Concealed vertical spaces in walls and partitions shall be fire compliance of these requirements must be submitted to the *`' over scaled dimensions. plates are to be provided at the top and bottom,welded to stopped at each floor level and at the ceiling of the upper Building Inspector. B-3 Excavation shall be performed so that the area of the site and the column.Provide a prime coat of paint after welding. most story such that these spaces shall not be continuous for A-7 All construction,dimensions,and details shall concur with and the area immediately surrounding the site and affecting more than one story or communicate with concealed I-14 Carpet adhesive shall not exceed a VOC content limit be determined from these drawings only. operations at the site will be continually and effectively E-6 Column bearing plates are to bear directly on concrete horizontal spaces in the floor or roof construction. of 50 g/L. � drained.Water shall not be permitted to accumulate In the foundations or seated with non-shrinking grout. 04 A-8 The Architect will not be responsible when construction excavation.The excavation shall be drained by pumping or F-15 Provide(3)2 x 4 members spiked at bearing points of all deviates from drawings or written recommendations,any other satisfactory method to prevent softening of the E-7 Provide and install 1h"diameter x 18"long anchor bolts at triple framing members unless otherwise noted. revisions or changes to the scope of the work shall require foundation bottom,under cutting of the footings,or other 4'-0" o.c. max. Use a minimum of 2 per plate with one amended plans and/or a separate application. actions detrimental to proper construction procedures. located within 12"of each end of each piece. r SECTION X-SPECIAL CONSTRUCTION A-9 The General Contractor will be responsible for making all the B-4 No fires shall be permitted on site at any time. E-8 Anchor bolts shall be A-36 or A-307 steel.Embedment to be got SECTION VII-THERMAL AND MOISTURE PROTECTION measurements and obtaining or establishing all the 8"for poured concrete and 15"for CMU. 3-1 All walls designated to receive tiles shall have USG DensShield r dimensions and quantities prior to bidding and as necessary B-5 The General Contractor shall delineate the limits of Board(Green Board)installed.Gypsum board in all wet rooms to order,fabricate,or;ni tall all items and perform all work. disturbance on site prior to commencing construction. E-9 Sheet steel shall conform to the American Iron and Steel G-1 All thermal Insulation upgrades shall be provided In like,bathrooms,powder room,back splash in kitchen and Institute specification from"The Design of light gauge cold closed-cell spray foam Insulation,Heatlok HFO Pro, washer dryer areas to be moisture resistant. A-10 All notes herein mentioned with those on the various formed steel structural members in deck installation"and by Huntsman Building Solutions(or equal) 000 drawings shall apply to all drawings and form part of the shall conform to Manufacturer's specifications. J-2 Provide and Install 5/8"Are X GWB above boiler. � contract. Ceiling R-Value :R-49 � SECTION III-CONCRETE E-10 If required,Provide and install bearing plates leveled u with Wood Frame Exterior Wall R-Value :R-20 q g p p Floor RValue :R30 J-3 The General Contractor shall Install a new master bathroom - - A-11 The General Contractor shall: (ONLY IF REQUIRED) cement grout for beams bearing on concrete or masonry. vanity as per Manufacturer's specifications. 1.Verify drawings for coordination between the various (provided by Owner) E trades. C-1 All concrete work(Design and Construction)shall conform to E-11 All base plates to be 8"xWxi/4". a 11,10 2.Comply with the Construction Documents. the American Concrete Institute Standard Building Code.(ACI 3-4 The General Contractor shall provide and Install a new frameless 3.Comply with the Construction Schedule. 318).Place concrete in accordance with ACI 304R. E-12 All leveling plates to be 1/4"thick,size to match base plates. glass shower enclosure as per Manufacturer's specification. llll� Imo►�r 4.Confirming and correlating quantities and dimensions. SECTION VIII-WINDOWS AND DOORS 4 o C S.Selecting fabrication processes and techniques of C-2 The compressive strength for concrete after a period of 28 E-13 All holes to be drilled or punched unless otherwise noted and 3-5 The General Contractor shall install a new shower set up by H-1 New interior doors shall be 1 5/8" raised panel design O construction. days shall be as follows:(ASTM C94) shall be 5/8"diameter. � � g 6.Coordination of work represented by each submittal with Footings 4,000 psi. to match existing,composite and pre hung by Simpson Schluter Systems(or equal)as per Manufacturers p 4W 0'. p 9 specifications. • other trades. Slab on Grade 4,000 psi E-14 All nails,bolts,and all metal fasteners to be galvanized. Doors or equal.Unit complete with brass hardware and 7.Performingwork in a safe and satisfactory manner. Garage floor& casings to match existing. I7� rY 9 7-6 The General Contractor shall install new sinks and a WC as per exposed slabs 5,000 psi alr-entralned E-15 If required,provide a 2x plate bolted to the top flange of the Manufacturer's specifications. A-12 Each Subcontractor will be held strictly responsible for his Walls 4,000 psi steel beam with 3/8"diameter bolts,staggered at 24"o.c. (provided by Owner) so work. Any discrepancies In the plans or details shall be Mk ,-4 rqpl W M brought to the attention of the Architect. C-3 The local Building Inspector is to inspect and approve footings E-16 The General Contractor is to verify all dimensions and heights 3-7 The General Contractor shall install solid wood blocking 11111111114 E••r T/� prior to pouring concrete. of steel in field. SECTION IX-FINISHES behind all new cabinet and towel bar installations. met Md Aft A-13 Mill-work shop drawings shall be prepared accurately and to a W i�r scale sufficient to show all Information pertinent to the C-4 Concrete shall not be poured subject to freezing conditions or E-17 If required, the General Contractor shall provide Simpson I-i Interior drywall surfaces not requiring a fire rating shall be '�'�� p 3-8 The General Contractor shall provide and Install an electric F- �- Mo submitted Item or assembly. Indicate the following type of on frozen ground. Hardware. 1/2"drywall sheeting and receive a 3-coat tape/spackle radiant floor heating, Warnrutr type, by Electric Products O in A i m~ Information as required: job.(Finished to receive paint) Z M q (or equal). J rr m IQ O 1. working erection dimensions and/or field dimensions. C-5 Reinforcing bars shall be of new billet steel conforming to E-18 All lintels to be hot-dip galvanized. tam 2. sectional views and/or arrangement of components. ASTM A 615,Grade 60, I-2 Interior drywall surfaces In Garage and Mechanical P Q r rf�l 3. details Including connection to other elements. E-19 Fasteners for other carpentry on the exterior or in potentially Rooms requiring a fire rating shall be 5/8 Gyp. ti.l am 4. description of material and finishes C-6 Welded wire mesh shall conform to ASTM A 185. damp location shall be stainless steel,aluminum or double Board sheeting type"X"at both sides of wall and ceiling, Z 0 O hot-dip galvanized steel. receive a 3-coat tape/spackle job. W I li A-14 The General Contractor shall notify all necessary utility C-7 The minimum coverage for reinforcing steel Is as follows: (Finished to receive paint) SECTION XI-MECHANICAL 0 a companies prior to the commencement of work. E-20 Fasteners for copper,brass and bronze in all locations and I-3 All other p q p q Footing 3" under all conditions shall be copper,brass or bronze. gypsum rolls an c required to provide required fire I. MECHANICAL `^ A-15 Representatives of the local Building Department shall have Slab on Grade 1 Vz" resistance rating(walls and ceilings)shall be installed as per o the right to Inspect and have access to all work performed at Waits unfilled Side) 3" E-21 Fasteners for aluminum shall be stainless steel or aluminum manufacturer's U.L's Building Code or Building Officals N g p p ( ) K-1 The Mechanical Subcontractor,by submitting the cost budget, ; any time In its preparation or progress. where exposed to view and stainless steel, aluminum or Instructions thereby confirms that he had personally walked C-8 Steel lintels shall have a minimum of 6"bearings.Untels shall double hot-dip galvanized steel where not exposed to view. through/visited/investigated and made himself familiar to A-16 The General Contractor shall name the Architect as additional be hot dip galvanized. I-4 Drywall Screws Bugle head,hardened steel,power current work status and current work conditions of existing driven type,length three times .. Insured on the Comprehensive General Liability Policies and E-22 Primer Paint:Shop paint Interior steel members with Tnemec residence to be extended due to proposed new floor layout Builder's Risk Policies. C-9 Provide Vi"ex anslon joints between concrete slabs #99 modified alkyd rust-inhibiter red rimer. If no further thickness of sheathing. P j Y P and brought up to code compliance and reviewed the � and masonry/concrete walls,in unheated and/or exterior specifications are given, use galvanized paint as the final Anchors Toggle bolt type for anchorage to Construction Documents and that he agrees with the plans F A-17 All specified Items shall be Installed in conformance with spaces. coat. hollow masonry. and all details contained therein. Manufacturer's recommendations and specifications. Q C-10 Provide 2x4 keys at all pours stops where applicable.Install E-23 All bolted connections to be stressed maximum of 50%of I-5 Interior wood trim shall be painting grade and receive 1 prime K-2 The licensed Mechanical Subcontractors shall ascertain and A-18 The General Contractor shall be responsible for adequately strip of Bentonite water stops In keys. allowable stress, coat and 2 finish coats interior latex paint. secure all permits,licenses,fees,etc.and respective site bracing and protecting all work during construction against Interior walls receive 1 prime coat and 2 finish coats Interior Inspections required by the Village of Rye Brook Building damage, breakage, collapse, distortions, and misalignment latex paint. Department,State of New York,or any other according to the applicable codes, standards and good governing authority. practice. I-6 Paint shall be the highest quality grade manufactured by "Pratt and Lambert","Sherwin Williams","Benjamin Moore", If required,installations must be adjusted to conform to the or stries" A-19 Protection of adjacent property shall be maintained in "PPG Indu "Devoe". Provide mildew resistant Local Village of Rye Brook Code regulations and Residential accordance with rules and regulations.Safety of public and additives for all exterior paints and interior bathroom walls, Code of New York State requirements. property to be maintained during construction operations in trim and cabinetry paint, compliance with the 2020 New York State Building Code. I-7 Paint all pafntable surfaces as per Room Finish Schedule. K-3 Heating/cooling shall be sufficient to maintain 70 degrees F Indoors at 90 degrees F outdoor temperature. I-8 Prime and back-prime all interior and exterior trim with latex base paint before installation to protect against dampness. SECTION XIII-FIRE AND SMOKE DETECTION K-4 Licensed Professional shall provide and Install the following: N-1 SMOKE DETECTORS a Provided new cast iron radiators,Baseray-Baseboard types, The required smoke detectors/alarms shall be installed in new Q1 Poo by U. S. Boller Company shall be Installed to replace the and existing buildings in accordance with Section 907 of the i•. current existing large radiator below windowsill. 2020 Fire Code of New York State and must be Installed in accordance with the NFPA 72 Code,Chapter 11. K-5 Provide materials,labor,equipment,and services necessary to furnish,deliver and install all heating work as shown on the The smoke detectors must be hardwired and equipped with a drawings and as required by job conditions. battery backup. :�■� "' N-2 CARBON MONOXIDE DETECTORS •� V The required carbon monoxide detectors/alarms shall be Installed in new and existing buildings in accordance with Q "a Section 915 of the 2020 Fire Code of New York State and \Q 11.PLUMBING must be Installed in accordance with the NFPA 720 Code ^ GQ N L-1 The Plumbing Subcontractor,by submitting the cost budget, The carbon monoxide detectors must be hardwired andI thereby confirms that he had personally walked equipped with a battery backup.They must be Installed not W r`7. co 01 through/visited/investigated and made himself familiar to more than 10 feet away from any sleeping areas. ce W current work status and current work conditions of existing Q W r residence to be extended due to proposed new floor layout N-3 All residential work shall have smoke detectors that comply iii ry •;X and brought up to code compliance and reviewed the with R-317 of the Residential Code of New York State. N~■,r Me C Construction Documents and that he agrees with the plans (In each sleeping room,outside of each separate sleeping low •• and all details contained therein. area in the immediate vicinity of the bedrooms and on each additional story of dwelling) C■I .`Q L-2 The licensed Plumbing Subcontractor shall ascertain and W pq secure all permits,licenses,fees,etc.and respective site Inspections required by the Village of Rye Brook Building Q Department, State of New York, or any other governing authority. � SECTION XIV-LANDSCAPE/SITE WORK If required,installations must be adjusted to conform to the W R` local Village of Rye Brook Code regulations and Residential 0-1 The General Contractor shall be responsible for Code of New York State requirements. any damage outside contracted work and specific dosed off areas due to construction operations. W L-3 Provide access doors in walls and ceilings as required to make valves,water hammer arrestors,etc.readily accessible. 0-2 The General Contractor shall provide topsoil and seed to all areas disturbed by construction.Patch any existing drives and L-4 All gas fired equipment shall be supplied with gas piping per walkways which were disturbed during construction. state and local building code.Each piece of equipment shall have a dirt leg, union and gas cock. Provide a vented regulator if equipment requires lower than line gas pressure. ER L-5 All penetrations through floor assemblies and other similar fire SECTION XV-DECONSTRUCTION rated or resistant partitions shall be filled completely with fire retardant material to maintain fire rating or fire resistance. P-1 Construction Waste Management. u, A minimum of 25%of construction waste by weight shall be � L-6 Hot Water Supply and Return Mains: recycled,repurposed and/or reused and not sent to a landfill d Supply and return piping to the distribution station shall be or Incinerator. Documentation of compliance must be P'k non-ferrous copper or cross-linked polyethylene tubing. submitted to the Building Inspector. Cross-linked polyethylene may be used when approved by the local authority having jurisdiction.Fittings shall be compatible with the piping material used.Fittings used with the cross- linked polyethylene tubing shall not permit excessive oxygen ►- permeation. SECTION XVI-ENERGY UTILIZATION EQUIPMENT L-7 Pressure Testing: Q-1 All new or replacement appliances governed by Energy Star, r The system shall be pressure tested to 80 psi water,for a such as but not limited to, microwaves,convection ovens, minimum of 12 hours,prior to sealing of the flooring. ovens, dishwashers, refrigerators, freezers, washing r 0% machines,water heaters and room air conditioners,shall be compliant with Energy Star. SECTION XII-ELECTRICAL M-1 The Electrical Subcontractor,by submitting the cost budget, 1�Q thereby confirms that he had personally walked SECTION XVII-DISPLAY PLACARDS NOTICE FOR through/visited/investigated and made himself familiar to UTILIZATION OF PRE-ENGINEERED WOOD Eno current work status and current work conditions of existing CONSTRUCTION - residence to be extended due to proposed new floor layout 9 2 and brought up to code compliance and reviewed the R-1 Apply display Placard notice of utilization of truss type M Construction Documents and that he agrees with the plans construction,pre-engineered wood construction and/or timber r..i and all details contained therein. construction In residential structures in accordance with Title 19 of the New York Codes,Rules and Regulations(NYCRR), M-2 The Electrical Contractor shall verify power requirements for Part 1265. all equipment delivered to the project site prior to wiring and shall report any discrepancies Immediately to the Architect Ilea a Olt PM4 and Owner. F Q M-3 These drawings are diagrammatic only.The exact locations of r� all conduits,etc.,must be field determined and run to avoid r, obstructions and mechanical equipment. M-4 The licensed Electrical Subcontractor shall ascertain and P"� 4 Q secure all permits,licenses,fees,etc.and respective site s inspections required by the Village of Rye Brook Building W lit r Department, State of New York, or any other governing authority. 0 A If required,installations must be adjusted to conform to the Z rf.WJx local Village of Rye Brook Code regulations,the Residential Code of New York State requirements and all aspects of the ~ r national electrical code(NFPA code). Q w Q� M-5 Unless otherwise noted,minimum wire size is*12 AWG,THW � copper,and minimum conduit size is 3/4". SECTION XVIII-ENERGY CODE COMPLIANCE M-6 All wiring shall be concealed and run-in walls or above ceilings The Architect, Rene Robert Mueller, Architect PLLC hereby c except where exposed wiring is permitted by code. acknowledges that to the best of his knowledge, belief and professional judgment the plans and specifications are in accordance Ce M-7 Metal clad(mc)cable shall be used for all power wiring on with the latest edition of the New York State Energy Conservation o this project. Construction Code and; of M-8 All equipment and devices shall be new and bear U.L.label. as per 2020 NYS Residential Building Code 69 All devices shall be of"specification"grade. as per 2020 NYS Existing Building Code E•r as per 2020 NYS Fire Code '� V M-9 All home runs greater than 100 feet shall be #10 wire as per 2020 NYS Plumbing Code Q 0 minimum. as per 2020 NYS Mechanical Code as per 2020 NYS Fuel Gas Code M-10 The Electrical contractor shall seal all electrical penetrations as per 2020 NYS Property Maintenance Code through fire rated partitions with fire rated material equal to as per 2020 NYS Energy Conservation Construction Code DOW corning silicone RTV foam. as per 2017 National Electrical Code(NEC) M-11 All electrical and lighting whips, communication and data as per 2020 National Fire Preservation Association(NFPA) wiring must be plenum rated. M-12 All supplementary steel required for electrical work shall be provided by the electrical contractor. M-13 The Electrical Contractor shall provide power wiring for equipment and all low voltage wiring for thermostats. M-14 The Electrical Contractor shall verify power requirements for all equipment delivered to the project site prior to wring and OCTOBER 31,2023 shall report any discrepancies immediately to the Owner or Architect. RENE ROBERT MUELLER DATE ARCHITECT,PLLC AIA/NCARB/HTL/LEED AP ALL DIMENSIONS ARE FINISHED DIMENSIONS (MEASJRED TO DRYWALL FINISHES) 10" 31/2" F;,m; A 1 11C ATTIC 4'DIA,CAST IRON VENT-WASTE LINE �ATnc T FLOOR 60 ;4 EXIST.CROWN MOLDING N CEILING AT EXIST.CROWN MOLDING EXIST.CROWN MOLDING N \ ;-4 UPPER FLOOR w N I , Q I�1 Ott s I = L9 Z _ N= m ��IJ O W EXIST. I xist1 i� 1 ..� EL. EL. SWITCH S NIP H ka I + + X I I W I' = I 1 i• co '-' UPPER I _ FL R t�d CEILING AT 4'DIA.CAST IRON 10" MAIN FLOOR WASTE LINE --- — 0 OC 4 m EXISTING SECTION VIEW 3 AT MASTER BATHROOM EXISTING SECTION VIEW 2 AT MASTER BATHROOM 2 U) SCALE:3/4"=1'-0" SCALE:3/4"=1'-0" I■T■1 O O E� 3 5 A-100 A-101 `,4F' Lu a M Olt 11'-z" : o 6 .et wo �c LI) EXIST.TUB 81 2" 81 2" 1 " 4"DIA.CAST IRON Q WASTE LINE z r� - 012" Go � m + Z �Or to i N w O % LEGEND r.�► - - 3 00 N G .� X z � W I Q u EX ST. 2 IL WC EL.LIGHT u�, C A-100 0 0 �u -4 SWITCH _ EX T. r N z EXISTING EXTERIOR AND 2 - '^ cU r r N° _ INTERIOR WALL FRAMING A-100 rn ° o 2x4@20 o.c. r WLL � .. = a = , 4 r..� -- r� N milt oac N I z A-101 V PLAN VIEW OF WALL a LCOVE I ( SICT.K c'? w A 4 j __ _= EAST. � I A-1 O 1 RAD ATOR EL. EXISTING UPPER FLOOR °UTLE T CEILING FRAMING A 0 N 2 x 8 @ 16"O.C. SECTION VIEW OF FLOOR St CEILING 2'11" i/2 EXIST.VANITY 3 ,4" xisT.r ED.CAM 40 N?�, 13 a 2'8" 3 4" 2'-7 2" EXIST.RADIATOR " 3'-8" 2'-1111i2" 4'-61/2" EXIST.DOUBLE HUNG WINDOW -5 4� EXISTING FLOOR PLAN OF MASTER BATHROOM 1A of SCALE:3/4"=17 ALL DIMENSIONS ARE FINISHED DIMENSIONS (MEASURED TO DRYWALL FINISHES! r r NQ POO Net "X LEGEND `r m 3 roc � 0 O zo EXISTING EXTERIOR AND INTERIOR WALL FRAMING H 2x4@20"o.c. v la PLAN VIEW OF WALL EXISTING UPPER FLOOR CEILING FRAMING 2 x 8 @ 16"o.c. .���� * ► SECTION VIEW OF FLOOR&CEILING *c5j Auk ----- _ ui p 1 Z 4w ATTIC r ?+6Ra ATTIC ATTIC sit ATTIC 4"DIA.CAST IRON--1 °c. ATTIC O,4 ►�1 FLOOR VENT-WASTE LINE FLOOR 0 Pon 3-�•-- - - -- - -- - _ gas Lu CEILING AT .i EXIST.CROWN MOLDING EXIST.CROV44 MOLDING CEILING AT M UPPER FLOOR ti N N `i I � � � � � UPPER FLOOR IV I I U. Q M ( 3 EXIST.WALL SCONCE O i 1 0 fr1 O i I Ln Nit l i 33/4" n S iv= ^� f�/r IF 0N x e co g P'1 • 1 - '� --- ---- --- > r x r lmw Lbu EXIST. V7 ! .1 OUTLET 1 - ALCOVE x Q`+r.r w PO Na^ wit Z o^ I ( 00? CO Q i O r II i W G ri ku UPPER , I _ _ -- — -. UPPER FL OR IIFLQOR .. •• AL AkL i01, .._.�... �CEING AT CEILING AT OOR A MAIN FLOOR EXISTING SECTION VIEW 5 AT MASTER BATHROOM EXISTING SECTION VIEW 4 AT MASTER BATHROOM SCALE:3/4"=1'-0" 4 SCALE:3/4"=1'-O" ALL DIMENSIONS ARE FINISHED DIMENSIONS (MEASURED TO DRYWALL FINISHES) - PROVIDE NEW _ U 2 x 8 BLOCKING ATTIC PROVIDE NEW ATTIC PROVIDED NEW ATTIC 3/4"PLYWOOD 2 x 8 BLOCKING 10" 31/2" a �6 SHEATHINHG PROVIDED NEW R-49 VALUE 4'DIA.CAST IRON z 3/4"PLYWOOD NSULATION R-49 VALUE VENT-WASTE LINE 49 VALUE ATTIC SHEATHINHG ~ FL R ATION M TYPICAL: TILE �j a 0 0 EXIST.CROWN MOLDING CEILING AT NEW CROWN MOLDING = 1/2"CEMENT UPPER FLOOR _ _�!� TO MATCH EXISTING ( M .► w e3 .+ I o BOARD -� -- 1 THIN PROFILE pp M li ! STRUCTURAL AS z N i DRAFT STOP t7 z o =i�r Mai rl z •+ OVER FRAMING, 2 x 4 FLAT INST. O PROVIDED }` R-20 VALUE 1 s y MEDICINE ! SHELF NICHE I CABINETS ( w z INSULATION �� o MODEL TED I G = i� J '^, o ° R EXISTING 2 x 4 0 X +.- = z oEXTERIOR Ex}ST. xt o E ;' FRAMING WALL as I" tv EL. EL. zO°n oc n r Lu SWITCH - S I H - to 3.. 1� OVIDE NE DOOR - u) MAT ISTI GNP,I Z = NEW V NITY i M o AL E rg A-105 NEW WC i BEHIND o i UPPER !�I I 4 --ft-j CS) t .r FL R I ui d O 14 1 j laq. I NEW CAST IRON BASE BOARD CEILING AT 4'DIA.CAST IRON 1 ' 2 MAIN FLOOR WASTE LINE - - --- JII --- -- o A•► A-104 A-1o4 a m � E L PROPOSED SECTION VIEW 3 AT MASTER BATHROOM PROPOSED SECTION ON VIEW 2 AT MASTER BATHROOM Ln SCALE:3/4"=1'-0" 2 SCALE:3/4"=1'-0" 1 PROVIDED NEW u- 3/4"PLYWOOD 0 PROVIDE NEW SHEATHINHG m PER 2 x 8 BLOCKING R-49 VALUE 3 5 0z �� NSULATION LEGEND ; — - _ A-lot A-103 - - N M w W EXISTING EXTERIOR AND ° 3 INTERIOR WALL FRAMING - _ __� �_-_ 11'-21/2" 31/2"1/2 0 ,�8�W �8�z - - -- let z WITH NEW R-20 VALUE rj �~ NEW CROWN MOLDING ° 2'-6" i" 3'-51/a" 11/2" w � INSULATION -' t - -- TO MATCH EXISTING W IF V) (; y AT EXTERIOR WALLS _ 1'-1" 2'-10" 1'-1" i'-3" 1'-3" 3'-41/2" i' 0 -�h�- FINISH SHOWER DIMENSION Z PROVIDE MEDICINE 5" 2'-111/2" 21/2" 4'DIA.CAST IRON Q If CABINETS MODEL TBD I Il WASTE LINE Z PLAN VIEW OF WALL r„� � ,,...� rZi EXISTING UPPER FLOOR i I-' SHELF NICHE `I N O I■■A CEILING FRAMING i 1 Q M A 11 -� 2 x 8 @ 16 o.c.WITH _ _ �I NEW R-49 VALUE 1 2 1 `� o o il NEW s�owER 1 Q � �1 INSULATION OVER _6 8a; f(� ' A-104 ul)) LLJ SECTION VIEW OF FLOOR&CEILING MASTER BATHROOM - 5 R-20 VALUE O �+ AREA � �z NEW DOUBLE SINICVANITY INSU ON op xI NEW A-I104 z 2 0 EL. WC 0 s H � A-10 a N LA W EL.LIGHT RAIN = O iv O SWITCH z SHOWER SHOWER v cc .�, fV 'q — i a {i HEADAT—�-- ! 351�(M' �3 '',� �■ M 4�� � 00 CENTER f KERD)FLOOR ° 2 I NOTE: f ABovE DRUM SYSTEM N Cl _10 co 1;; GENERAL CONTRACTOR \ _ "TO PROVIDE ELECRIC 14 L � .. E x RADIANT FLOOR HEAT- cm / NEWS OWER q-103 a _ : j ING,WARMUP TYPE,BY R-20 V LUE E� � ' :°�• --}-- ;I 0D I 1 �� J ELECTRIC PRODUCTS HA O INSU ON ~' N C4 t° ro W (OR EQUAL) H C HEL 9 Q V ER SHow LCOVE A i I PROV8,xIDEgo.NEW DOOR ` 1 CON ROL HEAD - i 4 I tt t0 MATCH EXISTING 1 1 �O5 A-103 NEW(3)2'-0-CAST IRON BASE BOARD --- ,. �} e v M N 71 AL fillp .r R-20 VALUE 2 3 INSULATION A-104 N�y 12" " 2'-111/2" 2v 1n" '-5" 3'-8" 2'-111i2" 4'-7" 31/2" EXIST.DOUBLE HUNG WINDOW TO REMAIN PROP. ALTERNATIVE VANITY JL PROPOSED FLOOR PLAN OF MASTER BATHROOM r5 wwwom 2A SCALE:3/4'=1'-0 PROVIDED NEW R-49 VALUE PROVIDE NEW PROVIDED NEW R-49 VALUE ALL DIMENSIONS ARE FINISHED DIMENSIONS 3/4"PLYWOOD INSUIATION 2 x 8$LOCKING 3/4"PLYWOOD INSULATION (MEASURED TO DRYWALL FINISHES' SHEATHINHG i q SHEATHINHG V ' 1 PROVIDED NEW 3/4"PLYWOOD .••r SHEATHINHG i - R-49 VALUE pw # INSULATION r r.r I RAIN SHOWER wa AT CENTER E � AT CENTER RAIN TAHWNTER ER HEADim 1 RAIN SHOWER HEAD wo i V HAND w V R-20 VALUE R-20 VALUE HELD J INSULATION INSULATION SHOWER o `� HEADNitd� 1 W. N 1 Sl ELF WATER C''a SHELF 19CHE N .HE CONTROLOf � � Ir■1 w '�fi�i in 3 M 3 ►� = h= m LEGEND N 3 EXISTING EXTERIOR AND 1 � �`q INTERIOR WALL FRAMING 1 2 x 4@ 20"o.c. A-1 04 A-104 'a lotC c WITH NEW R-20 VALUE 0 INSULATION I ,� H AT EXTERIOR WALLS I - f A 04 PLAN VIEW OF WALL EXISTING UPPER FLOOR CEILING FRAMING - 2 x 8 @ 16"o.c.WITH ir 4 Zv I , NEW R-49 VALUE SECTION VIEW OF FLOOR 8►CEILING MASTER OVER �'� ER MASTER BATHROOM AREA LEFT SIDE REAR SIDE RIGHT SIDE a o r *SzP 6 PROPOSED INSIDE VIEWS OF NEW SHOWER WALLS SCALE:3/4"=1'-0" EXISTING 4"DIA.CAST IRON� g VENT-WASTE LINE ?x6 m ATTIC �Rs z ATTIC ATTIC z � PROVIDED NEW �js'o lu PROVIDED NEW R-49 VALUE PROVIDE NEW 0 ATTIC PROVIDE NEW 3/4"PLYWOOD R-49 VALUE 'a 3/4"PLYWOOD INSULATION 2 x 8 BLOCKING ATTIC 0 ►1 FLOOR 2 x 8 BL CKING SHEATHINHG INSU TION 3 SHEATHINHG FLOOR = O _-----.- - -- g ONO w �7 CEILING ATL _ ► EXIST.CROWN MOLDING s ~ UPPER FLOOR r - CEILING O s UPPER FLOOR Q I ( oo TYPICAL: oo r� Aft M TILE i 0 $ O I 3 3 LA � (I g 1/2"CEMENT °c I cd r �3 BOARD z ,4 I Em�; ''' �' N i THIN PROFILE z W STRUCTURAL W M i tU W I I� W x SHEATHING AS m o I l DRAFT STOP W o :) - Z 'NW Alk _ Z U) Oft p C O e Q X �, .� M LL PIN "' LuLu M _ ao x th 3 uj tD z 0 2 Z NEW GLASS NEW 14° C� 1 �j OVER FRAMING, ALCOVE �r o. ,� call SIDE PANEL GLASS,UoOR z = 2 x 4 FLAT INST. _ ( R-20 VALUE ^ en = INSULATION N I "' � N 9 � I NEW WC BEHIND EXISTING 2 x 4 I 4 M � =o EXTERIOR WALL - �_�.... UPPER �., FRAMING -�"' = UPPER NEW(3 '-0`CAST IRON BASE B RDLl IFLOOR �• �� I NEW CAST IRON 211 / 1 1 41/4" BASE BOA kD 41/4" CEILING AT f CEILING AT MAIN FLOOR 2 1 2 MAIN FLOOR A-104 A-104 A-104 5 PROPOSED SECTION VIEW 5 AT MASTER BATHROOM PROPOSED SECTION VIEW 4 AT MASTER BATHROOM SCALE:3/4"=1'-0" SCALE:3/4"=1'-0" DOOR SCHEDULE DOOR MANUFACTURER DOOR SIZE i & LOCATION THICKNESS MATERIAL JAMB CASING SADDLE FPSC C REMARXS DOOR STYLE WIDTH HEIGHT 0 • �! WOOD ON SIMPSON DOORS MASTER BEDROOM 28" 80" 15/8" WOOD EXISTING TO MATCH WOOD N/A MATCH DOOR STYLE TO OR EQUAL FRAMING EXISTING EXISTING 6 PANEL TYPEJFM set 9 DOOR SCHEDULE E" ROOM FINISH SCHEDULE -- •�-�.:.,',:, �_*;�' � `� fit FL. ROOM CEILING WALL FLOOR BASE NOTES SHOWER CEILING IN CERAMIC GYP,BD. GYP.BD.PAINTED CERAMIC TILES.RE-INSTALL CROWN r p MASTER BATHROOM PAINTED CERAMIC TILE CERAMIC TILE TILE MOLDING A CEILING TO MATCH 0 EXISTING 0 ti W 7. • ROOM FINISH SCHEDULE low a , f� o mlive Bxitehr O PRE-SLOPED KERDI © KERDI-BOARD CURB " Information,Specifications, SHOWER TRAY (OR EQUAL) p &Dimensions (OR EQUAL) Designed with performance and conventional thin metal baseboards, ►— © WALL AND WATERPROOFING © KERDI-KERECK dependability In mind,Baseray and that heat can be distributed both —•� �- Baseboards offer a sleek,Iola profile in horizontal ARID vertical direction. 3a SOLID BACKING WITH KERDI (WATERPROOF CORNERS) �N1 design that will fit in well with This leads to unitorm,even heat ON CONCRETE BOARD WITH (OR EQUAL) 11111111111110 ,l virtually any room decor.Unlike distribution in the room and less KERDI-MEMBRANE •� most baseboards.Baseray can also than a 2-degree difference between (OR EQUAL) ':- be painted,providing a seamless flow and ceiling. match to its surroundings. Each section of Baseray Baseboards ® KERDI-SEAL ¢1 KERDI-DRAIN The simple,yet effective design of feature one-piece cast iron (WATERPROOF SEALS) FLANGE SELECTION the Baseray provides more than construction.This design virtually (OR EQUAL) (OR EQUAL) ` five times the amount of radiant eliminates the expansion noises w" heat to a room.This Is due to the created during heating cycles and "i �i'r GRATE SELECTION TBD E fact that the cast iron surface area Is built to last much longer than is much larger than that found on conventional fabricated baseboards. 4"GRATES Bnmhoa Bi uahed atirsr,ed Smelted 6itainleaa Anodized t6tee steel ess 9t Stainl slatnle.. Olt l Aluminum steel 13bee1 r�7 e CLASSIC CONTOUR CURVE FLORAL PUREQ— t R. R. 5-iR F 0A 6 F O L — 1 R. ��r RMa � r t. Icy 112 — 2 Ft. ~ 6 F — 2 R. ���lt. Ft � � 3.1/2 FL Assembly 1 — — 1 �bt/d R 5.1/2 Ft — R. J Ell 4 Ft.Assembly — 1 — 1 — -- 9 FL Ft 5 R FL — 4 R. Q 1-112 R.Assembly 1 — 1 — 1 —_ _ 10 Ft 8 FL — 4 R 5-1/2 Ft.Assam bly 1 i 1 1 , — — 10-fi'1 FL 5-6 Ft — 5 Ft. Schluter TYPICAL KERDI-DRAIN SHOWER DETAIL 6 Pt.Assembty — , t 1 — — — 12.�FL 5-62Ft _ 6 yst®mS (OR EQUAL) Q y r� 12.1/2 R. 5-1R R. 6 Ft 1 FL tU-r 5-1/2 FL LH.Sub-Assembly 1 — 2 — — — — 19 FL 8 Ft 6 Ft 1 Ft. 0- ~ i� 6 R.L.H.Sub-Assemby — 1 2 — — — — NOTES i 6 R.Center Sub-Assembly — — 3 — — — — Available in any length with sindlm sub-assembees Q NI R.H.Sub-Assembiles — — Req'd 0 1 or 1 — — Maximum recommended length for stem 10 Ft 0 011 13/16•[300mm] LLJ r;Q BASBAAY RATINGS Steam and Hot Water m 61/32"[153.1 mm] O r r iY so 0✓� LbJHr. Sq.Ft BTUMr• 150aF 16VF 1701 180•F 190•F 200'F 210•F 220aF 230•F 1.2• 2[51.2mm] Am �• trial w io 9A IS At 2t5•F 3 3/8"_85.9mm] 2000 3A 860 340 390 450 510 560 610 670 720 770 SOD 340 1 80 320 1 370 430 480 530 5a0 690 6B0 -730 N Use of the 2 000 Lb1Hr.ratlro is limited to nstalla ions where the flow rate through the baseboard unit is equal toot greater than 2,000 LbAir(40PM) MandlN Where the wafer flow rate through the Baseay Is not known the ratings at the standard flow rate of 500 ULML(10PM)must be used -- 1-; 0 S U R E S EAL I N LI N E FLOOR DRAIN TRAP SEALER Net Ratings are determined from tests made for baseboard type radiation.,r:.,orrtg an allowance of 15%for heating effect —�3 7/32-[81.6mm]�-•-- to w W Mw tum allowable working pressure•30 PSI,water 15 PSI.steam.Water cordent 0.3 gWineal foot For pressure drop Intormatbrt•see Installattan manual. p N (OR EQUAL) Ratingsam ballad on ad"length.Active length equals total tertgtti. WATER GOES IN.ODORS STAY OUT 1 FMs Schluter--KERDI-DRAIN-H Flange •. r• C 2.Tie Bolt 3.Push Nipple Schkderm-KERDI-SHOWER-CB BASERAY OIKIMONS s , 2 3 A ..o. F compensation board rt� e..raeu. A 1 a 1 C 1 o 1 E 1 F tI °• 16'..Schluter°-KERDI-DRAIN grate 1•17Ar 2-1R•9.7/8' 1.314•1 1-&4• 314•1 -- ® assemblyat (sold separately) SURESEAL 2-,3-8t 4-SHOWN C { �A p ._E Subfloor FLOOR DRAIN TRAP SEALER FEATURES BY SURESEAL ) a)Wood . ,10PVVM�,,;tr in on 0 PVVCM• Ava ,,,,.n„-, e�,,,•,e„on" Front View Side Rear View b)Concrete I' •fetal for leo-ustq arrr,sudra.oto Inder msn�oeaarcfa s'taw,?+-�Dyfroorn Qasw.tra1M oa.r+rvrwti View •�►arwtao tw mad to " r�pit.,•twit oNr ins ;j - Ceramic,porcelain.or stone the .oapre m e ai avaahcnter.attneae roar 2sn - -- , . .Pat.neast,ioacme•rowadyw*repdrao .Act,a,act,,,,,,,r«oeo,a,>c,yaannbmaaaa„z„art Schluter•-KERDI-SHOWER tray •n.eraraanre+w.roadrabr�srw9+vvRara :cV + s r ' CUM Ix n*waxa*v=n or ralroft BWer www.usboller.net M . Schluter ALL-SET°thin-set mortar .Can rb weo r T.S,.rc 1•eo«ants rr 1uzNd P eacr dram aeahwra •Lb-ASSS r0n psrretrgaare�dfa aeroaaod�east t��wwnasa - 02020 U S Boiler Company Inc-Lartcaste,PA Phone 1-888.492.8887 Oa4�rape tra aeagnaa b rwa anRQ MYN b arts.esnwrOnl baps saw paws Dom aaeapna eom or Oah 1Aeian a N➢N inn maa-7rxry,eW w can arap«ar,Ncrnq serer pts>v Visit yovrona«-mess.Ttls row eateemante�w reaps anwr y.•,c+oom mNy eadc w en«yn tonal ee was Nd aweiwa a a sap pAmar.armlui oemaa«ronetiearrp b am.am b amf�mw�yaati. Schluter TYPICAL KERDI-DRAIN DETAIL TYP. FLOOR DRAIN TRAP SEALER NEW PROPOSED CAST IRON BASE RADIATORS systems (OR EQUAL) N.T.S. 2 N.T.S. N.T.S. Ir�1 ti EXISTING STUCCO SYSTEM CEILING R-VALUE R-49 INSULATION VALUE � CLOSED CELL SPRAYFOAM INSULATION r DRAINAGE PLANE(VAPOR PERMIABLE BY HUNTSMAN BUILDING SOLUTION Q `��" BUILDING PAPER,HOUSE WRAP) r HEATLOK HFO Pro(OR EQUAL) V R-VALUE of 7.5 WITH A 6.5-Inch LIFT 1/2-PLYWOOD SHEATHING j" RESULTING IN AN R-49 INSULATION VALUE a Do O 'et \C: 2 STING xl WOOD STUDS @ 16•o.c. r;,N N EXTERIOR WALL R-VALUE � 1�1 ee�� R-20 SPRAY POLYURETHANE R-20 INSULATION VALUE FOAM INSULATION r ww CLOSED CELL SPRAYFOAM INSULATION wo r.. BY HUNTSMAN BUILDING SOLUTION �� Olt GYPSUM BOARD HEATLOK HFO Pro(OR EQUAL) AIR BARRIER R-VALUE of 7.5 WITH A 2.75-inch LIFT LATEX PAINT OR VAPOR RESULTING IN AN R-20 INSOLATION VALUE 0 SEMI PERMEABLE TEXTURED WALL FINISH EXISTING TYPICAL WALL SECTION WITH EXTERIOR AIR INFILTRATIION BARRIER R—VALUE FOR SPRAY c AND NEWLY PROVIDED AIRTIGHTNESS BY USE OF SPRAY POLYURETHANE FOAM(SPA) POLYURETHANE FOAM INSULATION N.T.S. 7 a SEAL AROUND ROUGH TABLE R402A.1.1 AIR BARRIER,AIR SEALING AND INSULATION INSTALLA710W OPENINGS OF WINDOWS AND COMp'ONFJIT AIR BARRiHR CRl7ERIA (NSiItJ1TtON INSTAI.LATkON CtigTr=tilA DOORS SEALALONG TOP PLATES ON DRYWALL ADHESIVE AT BOTH A continuous air barrier shall be Installed In the building SEAL ALONG EXTERIOR WALLS SIDES OF FIRST INTERIOR STUD enVelope, TOP PLATES ON EXTERIOR WALLS SEAL DRYWALL TO General requirern" Air-permeable insulation shag not be used as a sealing material. �V J FIRST STUD IN • THE WALL • Sneaks or joints In the atr baffler snail be seated CEMENT BOARD TILE The air baffler in any dropped cellirg or soffit shall be TILE ; aligned with the Insulation and any gaps in the air barrier THIN PROFILE STRUCTURAL SHEATHING AS DRAFT CeilinglattiG stall be sealeii The insulation In any dropped cegtng1sofflt shell be aligned with Me air barrier. STOP BEHIND ALL SIDES • OF SHOWER WALLS ' Access opanUgs,drop down stabs or knee wall doors to �`•.� unconditioned attic spaces shall be sealed. R-20 SPRAY •••. ff : The Junction of the foundation and silt plate shall be sealed. Cavities within comers and headers of from wails shall be Insulated byPOLYV (� THANE CONTINUOUS BEAD OF FOAM INSULATION ••••`•. : Completely thing the cavity with a material having a thermal resistance.R-value, SEALANT OR ADHESIVE •• . The Junctlwn of the top plate and the top of exterior walls•.• Walls of not less than R-3 per Inch.Exterior thermal envelope Insulation for framed1� EXISTING TYPICAL shall be sealed' walls shall be Installed M suiastantial contact and continuous aggnnwnt with the o EXTERIOR WALL ••• Knee walls shag be sealed. air baffler. r SPRAY POLYURETHANE ) ? SEAL ALONG ••�•.• FOAM INSULATION BOTTOM PLATE ON '•.• Windows,ttkyll�t8 and The Space between framing and skylights,and the jambs of - EXTERIOR WALLS •. doors Wnclms and doors,shall be sealed. •••••• Rim joists shall Include an exterior a r barrier.b .150-IF-im SEAL ALONG INSIDE OF ••.• Rim Ids Film Joists shall be Insulated so that the Insulation maintains permanent oohtaa BOTTOM OF FIRST STUD •. PARTITIONS:SEAL AT IN INTERIOR WALL DRYWALL ADHESIVE AT The Junctions of the rim tx�aro to the sill plate and the rim with the exterior rtrrn board.° goo TOP OF PLATE OR HOLD BACK FIRST BOTTOM PLATE AND TOP PLATE board and the subfl0or shall be eh Sealed. WHERE ADJACENT TO AN STUD TO PASS DRYWALLAsk Floor framing cavity Insulation shad be Installed to maintain permanent contact MR SPACE BEHIND STUD Floors,Including with the underside of subfioor decking.Alternatively,flow framing cavity insulation The air barrier shag be installed at any exposed edge of cantilevered Boors and shag be In contact with the top side of sheatkting,or continuous Insulation Installed ORK TYPICAL TYPICAL floors above garages InSuMor` on the underside of floor framing and extending from the bottom to the top of all DRAFT STOP AND AIR BARRIER OF INTERIOR AIR BARRIER INTERIOR AIR BARRIER perlrni"floor framing mnembers. � en SHOWER ENCLOSURE AT EXTERIOR WALL USING GYPSUM-OPENINGS USING GYPSUM-INTERIOR WALLS Exposed earth Inunventedcraw si�esshall beco�ed 9 with a Class 1 vapor retarderlair barrier In accordance with Crawl space insulation,where provided Instead of lbw insulation,shall be X 4 4N.T.S. N.T.S. N.T.S. Section R402210. installed In accordance wttn Section R402.2.10. Basement crawl space Penetrations through concrete foundation wails and slabs CondUloned basement bo,;rdallon wall Insu`a:lon shall be installed in accordance Oak and slab tbundatlons shall be air sealed. wIM Section R402.2A.1. __E W I.. 1 Class 1 vapor retarders shall not be used as an air barrier on Slab-on.-grade floor insulation shag be installed in accordance with Section Q below-grade wars and shall be ftWW in accordance with R402.2.10. 1 Sedan R702.7 of the drtemadoral Rea /al Code. Duct and flue shafts to exterior or unconditioned space shall J _--- -_--- be sealed. Q >r/► CEILING GYPSUM BOARD Shafts penetrations insulation shag des be fitted tightly around utiU passim lbrough shafts and U Oak r� CAULKED TO TOP PLATE R-49 SPRAY POLYURETHANE Utility penetrations of the air barter shall be caulked, penetrations In the building thermal envelope t0 malntaln required Xvalue CL PAX FOAM INSULATION gasketed or olherwlse sealed and shag allow for expansion, PA —MEMBRAN BE STRIP 11 contraction Of materials and medtanlcat vibration. 00 GYPSUM BOARD CAULKED, Narrow Cavities Of 1 Irttttt Or less that are not able t0 De Batts to be installed In narrow cavities shall be cut to fit or narrow cavities shall be W GLUED OR GASKETED TO OP PLATE (n Narrow cavities Insulated shall be air sealed. Oiled rvidn insulation that on Installation readily oorntoffna iA the available b 0 ram, space • CL Air sea"shall be provided between tine garage and Insulated portions of the garage separation assembly shag be Installed In 0 Garage separation condbfboned spaces accordance with Sections R303 and R402.2 7 W R-20 SPRAY POLYURETANE CL ni M110 FOAM INSULATION Rusoes8ed flgM fltduras Installed In die building thermal Recessed Recessed lighting envelope shall be air sealed In accordance with Sectionlightfixtures Installed to the building therrrrat envelope shall be aUdgM � BOTTOM PLATE CAULKED R402.4.8 and IC rated,and shag be buried or surrounded with Insulation. AIRTIGHT ALL RECESSED LUMI ORGASKETED TO SUBFLOOR N ce 2: WIRE NARES SHALL BE IC- Insulation shall be Installed to fig the available space and surround wiring, CONNEC- RATED AND LABELED Plumbing,wiling or All holes created by wiring,plumbing or odner oslstructlons in plumbing,or outer obsbuotlons,unless the required R-value can be met by o w TION AS HAVING AN AIR FROM JUNC-�_ LEAKAGE RATE NOT .,_ other obsvWtom the air barrier assembly shall be air sealed installing Insulation and ale barrier systems completely to the exterior side of the TION BOX SPLASH MORE THAN 2.0 CFM R-20 SPRAY POLYURETANE obstructlons. FOAM INJSULATION � COAT (0.944 Us)WHEN OF PRAY- TESTED IN ACCOR- Shower/tub on exterior The all baffler Irtataged at exterior wags adjacent t0 showers r ' DANCE WITH ASTM wag and tubs shah separate the wall from the shower or tub Exterior welts adjacent to showers and tubs Shea be Insulated. ro Olt FO M E283 AT A 1.57 psi The barrier chap be installed behind electrical and � 6 (75)PRESSURE DIF- E�box on FERENTIAL.AND BUILDING WRAP communication boxes AltematIvely,air-sealed boxes shag TYPICAL UPPER SHALL BE SEALED WITH TAPED JOINTS ex09rlor wail be Installed WITH A GASKET OR MOUSING SEALED TO CEILING ASSEMBLY WITH R-49 SPRAY CEILING WITH CAULK CAULKED BETWEEN HVAC supply and rerun register boots that penetrate POLYURETHANE FOAM OR GASKET HOUSING AND INTE HVAC register boots building thermal envelope shall be sealed to the subflow, INSULATION RIOR WALL/CEiLING COVERING. *oil covering calling penetrated by the boot. Where regtuired to be sealed,concealed fire sprinklers shag only be seated In a manner that Is recommended by the Concealed sprinklers manvtacbuer.Caulking or other adhesive SeaW to shah not — NOTE:SHADED COMPONENTS NOTE:SHADED COMPONENTS be used to till voids between fire sprinkler cover plates and DESIGNATE THE AIR CONTROL LAYERS DESIGNATE THE AIR CONTROL LAYERS Walls or cwurw. TYPICAL TYPICAL EXTERITYPICAL DETAIL OF RECESSED LIGHT BY APPLICATION OF PLASTIC OUSERAP AIRTIGHTNESS WITHINR AIR INFILTRATION BARRIER INTERSTITIAL AIRRIER BUILDINGVIDE FRAME TABLE R402.4.1.1 FIXTURE AT INSULATED UPPER FLOOR CEILING FOR RAIN WATER CONTROL AND AIR CONTROL BY USE OF SPRAY POLYURETHANE FOAM(SPA) AIR BARRIER AIR SEALING AND INSULATION INSTALLATION N.T.S. N.T.S. 2 N.T.S. aw to ALL DIMENSIONS ARE FINISHED DIMENSIONS (MEASURED TO DRYWALL FINISHES) a w �I LEGEND 3"DIA.LED-RECESSED DOWN LIGHT 1~ Q 0 MGM CEILING-MOUNTED PENDANT(P) p w Ma N 0: p p• CHANDELIER PENDANT M 94 WALL-MOUNTED FIXTURE/SCONCE Ir■� r. CEILING-MOUNTED DOWN LIGHT `� ••m CEILING MOUNTED DOWN LIGHT WITH PULL r / a � �0 � CHAIN(PC) t•I p � ` LED EXTERIOR STEP LIGHTS M C - DOOR ACTIVATED LIGHT Z X ad I LED COVE LIGHT *- LED TOE KICK LIGHT LED-UNDER COUNTER/CABINET LIGHT STRIP UNDER COUNTER/CABINET PLUG MOLD CEILING-MOUNTED FLUORECENT LIGHT RE D DIMMER SWITCH a DOOR LIGHT SWITCH TWO-WAY WALL SWITCH THREE-WAY WALL SWITCH FOUR-WAY WALL SWITCH DUPLEX OUTLETA-102 A-1O3 DUPLEX OUTLET ABOVE COUNTER WATERPROOF DUPLEX OUTLET(WP) �. xx GROUND FAULT INTERRUPTER DUPLEX __ 11 - 31/2 Nw a'X OUTLET GFI - -- o - ____ ----�--__ _-- --- _-.-_---- _ ( ) ~ let HALF-SWITCHED DUPLEX OUTLET 5'-0" }_ -6,---- - ' 1 - �► 220 VOLT DUPLEX OUTLET(220) �f r�.1 Axn CA S COMPUTER DEDICATED RECEPTICAL1'-1" 2'-10" 1'-1"_*_ 1'-3 T U19Ti (OUTLET)(CATS) - 4"DIA.CAST TRON MO k. WASTE LINE r v xx USB DEDICATED RE PTI pm � ` useX (OUTLET) -- - -- - - M, W = TELEPHONE _ _ - wP. `� �- wP. ---- r Q TELEVISION(TV) 6FI. Gm ' r. v -- - 4 EXHAUST FAN _ 1 2 " ~ 1�2 w LL w LL g �'� NOTES FOR OVERALL.UPDATES OF 6''s; a c SCONCE sconce0. DETECTION SYSTEM AT RESIDENCE - - n'- - Teo TSD Nt■1 W W.P. OD �+Aft AS PER NY STATE CODE q ,� I NEW DOUBLE SINK VANITY �I 2 M r SMOKE DETECTOR(SD) INSTALL.AT EACH BED- _ .-I-A°" T { -l'M N ram;CC lo HARD WIRED ROOM AND JUST OUTSIDE vv AND INTERCONNECTED OR COMMON AREAS A SD '" I � Lni p"WJ CARBON MONOXIDE �' � � �'i i� r INSTALL AT EACH FLOOR = W la DETECTOR(CMD) AT COMMON AREAS A A-102' I ` z 4 W X~. C� HARD WIRED AND CMD OR SD/CMD \ ` �LL M INTERCONNECTED _ a I \ II ! V 0 r��Pon W M■■il pinr1042 1■U O CID HEAT DETECTOR(HD) in N v ,;,;o W.P. � ( HD HARD WIRED AND � Q - � \ INTERCONNECTED 4 i ALCOVE I ; C) -� Q SMOKE&CARBON& �■M MONOXIDE DETECTOR INSTALL AT EACH FLOOR A- 03 --� - E�Y(3)2'o"CASE IRON BASE BOARD i (CMD)COMBINATION AT COMMON AREAS A - _ HARD WIRED AND CMD OR SD/CMD N , 1 Q N INTERCONNECTED -- -- --- -- - r; u oC r4 rr► ` DC M � M THERMOSTAT(T) 3 .. ELECTRICAL PANEL a. A-102 12„ 5.. 2'-111/2" 21;z" ELECTRICAL METER(M) I 3'-5" 3'-8" 2'-11_/2" 4'-7" 31/2" - EXIST.DOUBLE HUNG \G WINDOW 5 -t--• -f--CEILING FAN REMOTE CONTROLLED A-103 CEI• AN x ', INSTALL SWITCHES&RECEPTICALS AT FOLLOWING HEIGHTS PROPOSED ELECTRICAL LAYOUT P LA N ABOVE FINISHED FLOOR: (UNLESS OTHERWISE NOTES) SCALE:3/4"=1'-0" OUTLETS 14" SWITCHES 42" TELEPHONE 14" TELEVISION 14"