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HomeMy WebLinkAboutBP20-196at► r- I /I I I ' /Yli i / ♦ • Jill AN r • • ► im@- FOOTING P:!�_ FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING RGH 'GAS � / SPRINKLER ELECTRIC u pp LOW -VOLT El AS BUILT FINAL m, t OTHER APPROVALS ARB �e6�u�-'4 /9 �O`� BOT PB ZBA OTHER AS-BUILTIFINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION eCove 11 ��/ VILLAGE OF E BROOK WESTCHESTER COO NEW YORK of NO: 24-091 Certificate of ®ccupaucp This is to certify that Rask)re of, Rycr-\ Ic '-- having duly filed an application on 1 20 requesting a Certificate of Occupancy for the premises known as, 4h R I(!)t011e t (f ,Rye Brook,NY, located in a Zoning District and shown on the most current Tax Map as Section: 0 4 Block: Lot: and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. Q , issued 20b, such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or budding or part thereof listed under the following New York State Classifications,Use: - Construction: for the following urposes: Q C�� rah / 1 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 erng be made,and no enlargement, whether by extending on any side or by increasing in height shall be nog be moved from one location to another until a permit to accomplish such change ha ' d fro thor. Building Inspector,Village of Rye Brook: te: JUL 1 6 2024 M5 nD �� G—R-n� For office use onl BUILDIl dVE"P' `ARTMENT PERMIT# M 71 / (O J U N 11 2024 I VILLAGE OF RYE BROOK ISSUED:,�D--/3--�o 938 KING STREET,RYE BROOK,NEW YORK 10573 DATE: &— J/-3 Y VILLAGE OF RYE BROOK (914)939-0668 FEE:4 ' /aS PAIDAr BUILDINr D7'^,RTNIIENT www,rygbrookny.s?ov 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 *sss*s*s*sssssssisrsssssrs*s*s*ss***s*trrrtttrtr*s■ss*s*ss**s****,tsttt*ttsstss***s****sss*ssstssrstssss:s*ss***s*s**ttrtsst* Address: 400 N Ridge Street Rye Brook NY 10573 Occupancy/Use: Residential Parcel ID#: 129.75-1-12 Zone: R-3 Owner: Michael and Stacey Bastone Address: 400 N Ridge Street Rye Brook NY 10573 P.E./R.A. or Contractor: KMI Contractors Address: 1511 Route 22 Ste 161 Brewster NY 10509 Person in responsible charge: Sal Pepe Address: Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: Michael Bastone being duly sworn,deposes and says that he/she resides at 400 N Ridge Street (Print Name of Applicant) (No.and Street) in Rye Brook in the County of Westchester in the State of NY that (City/Town/Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:$ $150,000.00 for the construction or alteration of: enclose existing front porch, reconfigure front walk and interior alterations. 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 Code of the Village of Rye Brook. Sworn to before me this 1 Oth Sworn to before me this 10th day off/ J n , 20 24 day of June 20 24 Signature Prope'M Owner 4SignatuVr?'ofpli..t Michael Bastone Michael Bastone Print Name of Property Owner Print Name of Applicant Public UNE J MSS °ta'yfR PUBLIC STATE OF NEW YORK NOTARY PUBLIC-STATE OF NEW YORK No.O1 WY6280376 No.01 WY6280379,i1i2o24 Ouslified in Westchester County Ouslified in Westchester County My Commission Expires 04-29,2025 My Commission Expires 04-29,2025 �E DRcb. F o • 1982• BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.or>; - - - - - - - - - - - - -- - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : `I CIO IV 0�t DATE: 1 L z U Z y PERMIT# ? ' C) l ISSUED: i 3 !-SECT: BLOCK: LOT: LOCATION: 1 P N J V r ! OCCUPANCY: f ❑ VIOLATION NOTED THE WORK IS... �AcCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION Q FINAL ❑ OTHER QyE BRC��. O`` tim 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR 13 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 : 02 / N �� (� ��'�Ee-/ DATE: PERMIT# ISSUED:/0-/1',?0 SECT: /Z/ 71_ BLOCK: LOT: �Z LOCATION: OCCUPANCY: ❑ Violation Noted THE WORK IS... ❑ PASSED ❑ FAILED REINSPECTION p SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas /✓u U /t/F 110 ! w I C6 v�� c � ❑ FUELas TANK TANK e ���'", ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL / BUST ❑ OTHER 001982 0 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK [I CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: LA00 r\\c-\ co-t, XcqDATE: --Z ` 2 PERMIT# C � v 1� y ISSUED: �d T: 1 L5--I!BLOCK: I LOT: LOCATION: �` � \�SZ ' OCCUPANCY: l ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING d INSULATION ^ i > ❑ NATURAL GAS ^ Z U ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC��. BUILDING DEPARTMENT ❑BUILDING INSPECTOR Q�ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK 1 ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.or - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : DATE: _ v �f ram, PERMIT#�1 - 1 "`��1 ISSUED: \�?ECT: BLOCK: ! OT: 1 LOCATION: (a OCCUPANCY: 0 ❑ VIOLATION NOTED THE WORK IS... CCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ^ ROUGH PLUMBING ROUGH FRAMING ❑ INSULATION NATURAL GAS S r` Co-c--� ❑ L.P. GAS ❑ FUEL TANK `a ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE aR�k, U. 1982--� BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK '❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.or - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ul1 ADDRESS: \ v O C DATE: 1 �\ 06 PERMIT# y. ISSUED: SECT: BLOCK: LOT: LOCATION: oc, OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... j ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION `, REQUIRED FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER i BR,? BUILDING DEPARTMENT ❑BUILDING INSPECTOR SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: 20 " ( r- < 5V DATE: I Z W -2 (31 PERMIT# ` ' SE^� ISSUED: 2 CT: 12- .� BLOCK:LOT: , LOCATION: s`' OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION (,� ' l���U REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION (P�UNDERGROUND PLUMBING NOTES ON INSPECTION: '❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER ,tjE[3Raj 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ,,, ASSISTANT ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www Uebrook.or - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: Y�� 9. � DATE: I Z' 1-3 PERMIT# ( " ISSUED:—)�LAI BLOCK: LOT: LOCATION: \ ` !� S-e6 `�:2 OCCUPANCY:IQ I ❑ VIOLATION NOTED THE WORK IS...Zd ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE OUNDATION UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER R • �9�2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : DATE' --20 . 1 � � PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: " U OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... vAcCEPTED ❑ REJECTED/REINSPECTION ITE INSPECTION REQUIRED FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER C�X �yE BRC��, �1' 1932• �O BUILDING DEPARTMENT �y BUILDING INSPECTOR u 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.tyebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : 'mil �/ 1 v ! �y `i' ,/ DATE: � , L`� 7 PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: (�-�� - 1'�"U�� ��- OCCUPANCY: -I ❑ VIOLATION NOTED THE WORK IS... 0} ACCEPTED ❑ REJECTED/REINSPECTION ❑ ITE INSPECTION ! REQUIRED C� FOOTING FOOTING DRAINAGE FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK (L- ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER cli 1 r-I N 04 o x I • O � d k tn cn � C � Maz pow a -letco V Yc Wo W F- I CN a M w O C9 f1.1 W — z � t � Z Q 3 z ° g p p Q w p v x Z 96 z 4 C6 CEOF BULMENT FEB - 5 2021VILE Blkt OK 938 KINBR ,NY 10573 VILLAGE OF RYE BROOK 914 (914 939-5801 BUILDING DEPARTMENT or ELECTRICAL PERMIT APPLICATION Westchester County Master'Electricians License Required FOR OFFICE USE ONLY BP#:2� I EP#: t��—D c- Approval Date: FEB - A 2021 Permit Fee: S Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, CD—s o� is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove electrical equipment,wiring, fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: �/� J/_ i{.'OC� S;rz,�hT SBL: !o)9. 757—l4Q. Zone: 2.Property Owner: ,j�ls� c Address: yo � 4-ai_yW R.',oG4 5-7,.A,4% Phone#: f/�y S_dS_ 4/3�?( Cell#: email: 3.Master Electrician: ke—eyea r< L) 1 .q C 14 , Address: 33 (J,✓; 1K/7 -f '-r r ,q✓h Lic.#:/2y'Phho�nee#:,'/? Yj7- '7,1J-f- Cell#: email: 4h.�Company Name: (/—Q C fi c h rr,< Address: _7 S !/ni'✓fit5:'� A✓� 4.Proposed Electrical Work/Fixture Count: 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 legal owner of the property to which this application pertains,or that(s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attomey,etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this day of ,20 cjay of 20 0 Signature of Property Owner 'nature of A7Gjr)ZOD lican 1`t l e—"L Print Name of Property Owner Print Name of Applicant Notary Public Notary Public 3/21/19 Westchester Rockland Electrical Inspection Services, Inc. Phone: 914-347-3595 DO NOT WRITE HERE—FOR OFFICE USE ONLY 43 North Lawn Avenue ( �� Fax: 914-347-3596 Elmsford, NY 10523 BUILDING PERMIT NO. TEMP 9 DATE z CJ CITY OR VILLAGE ZIP CODE TOWNSHIP COUNTY STREET AND NO.OR ROAD POLE NUMBER <'�o N i ��. S-t r BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION BLOCK LOT OCCUPANT'S NAME BUILDING OCCUPANCY (N OWNER'S NAME AND ADDRESS HOME TELEPHONE NUMBER CURRENT SUPPLIED BY FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO.OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE NO. H.P.EACH NO. I WATTS EACH INSPECTION OUTSIDE BASEMENT 1s FL. ETO +rl 2'FL. 3 a FL. f- E)ING D ENT M GE OF RYE BROOK REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET -FORTH ABOVE: U U k7 1 v THIS APPLICATION IS INTENDED TO COVER THE ABOVE LISTED ITEMS TO BE INSPECTED.IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS HAVE BEEN INSTALLED,YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUST THE FEE FOR THE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPLICANT DECLARES THAT THERE IS NO OPEN APPLICATIONS FOR THE ABOVE WITH ANY OTHER INSPECTION COMPANY WREIS, INC. IS NOT LISTING,LABELING,UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHER CERTIFIED TESTING AGENCIES OR INSPECTION COMPANIES.THE APPLICANT,OWNER,OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FORTH FOR THE APPLICATION. SIZE OF SERVICE FEEDERS CHARACTER OF WORK NEW�j ADDITIONAL❑ EXPOSED❑ CONCEALED❑ MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD❑ UNDERGROUND❑ —tj I I LL AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. ------------ NAME OF COMPANY DATE OF APPLICATION SIGNATURE OF APPLICANT t !2ec, ui4� C i X 7ELEP40NE NO/'_ � q 1 S5 l./ C t-e P CODE L LICENSE NO.WHEN APPLICABLE I MIESTCHESTER ROCKLAND ELECTRICAL INSPECTION SERVICES,INC. BY THIS CERTIFICATE OF COMPLIANCE THE Westchester Rockland Electrical Inspection Services 43 North Lawn Ave, Elmsford, NY 10523 914-347-3595 (Office) 1 914-347-3596 (Fax) CERTIFIES THAT Upon the application of: Upon premises owned by: GEC Electric Inc. Michael &Stacey Bastone 33 University Place NY, Portchester 10573 Located at:400 North Ridge St Rye Brook, NY 10573 Certificate Number: 1029066 Section: 129.75 Block: 1 Lot: 12 BDC: Permit Number: EP:21-027-BP:20-196 A visual inspection of the electrical system at this premise described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below,located in/on the premises at: 400 North Ridge St Rye Brook, NY 10573 ®Basement 1st Floor 2nd Floor 3rd Floor Garage Attic Outside Other: Inspection was conducted in accordance with the NYS and NFPA 70-2017 International Electrical Code and detail of the installation,as set forth below,was found to be in compliance therewith on 06/16/21 Name Type Quantity Switch Single Pole ------- 24 Receptacle Convenience ------- 12 Receptacle GFCI ------- 5 Fixture-Luminaire Incandescent ------- 48 Refrigerator 1 Dishwasher Disposal 1 Microwave Range Hood 1 Oven Gas or Electric ------- 1 Exhaust Fan Clothes Dryer 1 Clothes Washer ------- 1 Continued on next page... This Certificate has been approved by Westchester Rockland Electrical Inspection Services. This certificate may not be altered in any way. This certificate is valid for work performed before date of inspection only. / WESTCHESTER ROCKLAND ELECTRICAL INSPECTION SERVICES.INC. BY THIS CERTIFICATE OF COMPLIANCE THE Westchester Rockland Electrical Inspection Services 43 North Lawn Ave, Elmsford, NY 10523 914-347-3595 (Office) 1 914-347-3596 (Fax) CERTIFIES THAT Upon the application of: Upon premises owned by: GEC Electric Inc. Michael & Stacey Bastone 33 University Place NY, Portchester 10573 Located at:400 North Ridge St Rye Brook, NY 10573 Certificate Number: 1029066 Section: 129.75 Block: 1 Lot: 12 BDC: Permit Number: EP:21-027-BP:20-196 A visual inspection of the electrical system at this premise described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below,located in/on the premises at: 400 North Ridge St Rye Brook,NY 10573 5 Basement ®1st Floor 122nd Floor 3rd Floor Garage Attic Outside Other: Inspection was conducted in accordance with the NYS and NFPA 70-2017 International Electrical Code and detail of the installation,as set forth below,was found to be in compliance therewith on 06/16/21 Name Type Quantity This Certificate has been approved by Westchester Rockland Electrical Inspection Services. This certificate may not be altered in any way. wl- G I This certificate is valid for work performed before date of inspection only. N in ri of 1 ^' O O O N °L d .� 3 � � x joof oil O W o a Q ." C c F' p� � V s � d QM/ en ` A W00 ^ • � � ce. 3 3 � a4 o W .� w I� w L4 3 3 A w � _ w � E-� z ' m o Qm v wz04 0z � 3 � A � a F o v� U r z) W `� > r U p z 16 o og z � F •• mP6,1 = v�i BULL E ', MENT r,�� f; � � - VIL E OF RYE OK R E U 938 KIN ' >✓T RYE B ` ,NY 10573 (914) 939-5801 DEC - 4 2020 c.or PLUMBING PERMIT APPLICATION VILLAGE OF RYE BROOK BUILT;+LNG DEPARTMENT FOR OFFICE USE ONLY BP#: p?G PP#: CZ — / 5Z Approval Date: DEC - 7 010 Permit Fee: $ � Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, /Z- 2 -20 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 wilLbe in conformance with all applicable Federal,State,County and Local Codes. 1.Address: yao x10 �I4a si- SBL: lo?9 75`� �o L Zone: No—/5 2.Proposed Work: v iiv ,S 3.Property Owner: Address: Phone#: Cell#: 9i y �� G/I.3_email: / ) f�1 e 4.Master Plumber: IV `�l 1 Address: 2� Q Qo s x� os /�A j GGt A4.9 Lic.#: 1??' _Phone#: Cell#: email: -C-014 Company Name: D 414 ��tJG Address: �! O INDICATE FIXTURES& LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other*d, Tot I Closets Fountains Tubs Tubs Service Service Sewer LP Gas 1� Basement / 1st Floor Z S AS�y 2nd Floor 3,d Floor 4"Floor 51 Floor Exterior 5.* List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) 3i2u19 BUILD MENT VIL E OF RY OK ADIECIEWIE 938 KING ET RvF BR NY 10573 (914)9 39-5801 E - 4 2020 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 YOR& COUNTY OF WESTCHESTER ) as: 69s -Ord , residing at, y-' k• el'olQe SY. (Print name) (Address whereyou live) being duly sworn, deposes and states that (s)he is the applicant above named, and further states that (s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; tl ao Ole24'�� 4� , Rye Brook, NY. (Job Address) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief, that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. (Si nature of Property Owner(-,,)) (Print Name of Pi'(1ferty Owner(s)) Sworn to b ore me this day of 20 (Notary Public) -3- 3/21/19 STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: y7QCdX4 &SOP ,being duly sworn,deposes and states that he/she is the applicant above named, (print name individual signing as the applicant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the 1 ® for the legal owner and is duly authorized to make and file this application. (indicate archi t,contractor,agent,attorney,etc.) That all statemen 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 be r�met Sworn efo me this day of120 day of ,20 ZYAJ� 66a v el Signature of Property Owner Signatufe of Applicant . Sva e6q &�Sa sArw —i—0y?"14 Print Name of Property Owner Print Name of Applicant Nota ublic Not ublic This application must be properly completed in its entirety and must include the notarized signature(s)of the legal owner(s)of the subject property, and the applicant of record in the spaces provided. Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. -2- 3/21/19 �E BR(�j�. uJ � 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ©ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :�� /� ,' �✓ ��/ DATE: PERMIT# A4,11dIZIC /i7 r;/ISSUED: J SECT: BLOCK: LOT: LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS / ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER / ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER i 0 1 0 ` Q o 00 u ° 0 W om wo a 3 1 Z F- U cu 0 Z > z z . o J F RW � O 0 a NoZC"A A ° LO F— > cn ° Q i CL w i LLI t cn ai a, i ca W A i > � Z E LL as W Y ca C W cu Q W O `� = m = a OYB z o Cl) w r,/ O Q W rs O A A Fil � o cl) a Z oU) D w Oar D Q � � � a con Z J � O � ` Lj � � LL — °O 0 U i o Z G 3 W N ° 0 � ce rA M6i O J � aoz _j . 0 �(InN . w cn e r, �. 0 cf) ]G I -4 —'r 1 4 1 W d 2 O cn 0 Q E o } d W W W �� s N 0 o m cn m _ c m W N � O Q M � 0W Lu • ' � A t R w o p Q -� � _� a� " A �' rz � .N `o w W w 0 i Q f� Z v ) a Lo- t ui _` CO r. Z cr - F - W ..� - Q - I _ � lJ Q W \S _ LLEL �:I z 04 Co LIJ ui co uj MLL ujOI D of tni CL W ui • WLLI Qiz CIO LLJ Lw (0 0, 00 I I 1 • � � Vi LLBod f- , Building Permit Check List&Zoning Analysis Ad&ess: �' D 'J l . z F SBL: Zone: 5� Use: Const.Type: Other./ S 0 ,_2> Submittal Date: = Revisions Submittal Dates: Z � Z D Applicant: C�,A q o,.a F_ i Nature of Work: l-,- e- S F— SA I P 77 -9!, PIS n-cc-4- Pr • LA.AL -r_- Reviews:ZBA: F E B - 5 2020 PB: BOT: Other: iTOK FEES:Filing. `l S' BP: C/O: Legalization ( ) (�APP: Dated: ✓ Notarized. ✓SBL: truss I.D. dross Connection:✓ H.O.A.: Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. ( ) ( ) ENVIRO:Long. Short: Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection S/W Mgmt.: Tree Plan: Other. ( ) ( ) VEY:Dated: Current: Archival: Sealed: Unacceptable: ( ) GLANS:Date Stamped. Sealed. `J Co!�Cornp. Electronic: � Other: ( (y License: y Workers Comp:��ty Waiver. Other. ( ) ( ) CODE 753#: 16 6 a ` D- 0 /- -7 Co T Dated: N/A: HIGH-VOLTAGE ELECTRICAL.Plans: Permit: N/A: Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. ( ) ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit: H.W.I.C.:_Battery:_Other. ( ) ( ) PLUMBING:Plans: Permit: Nat. Gas: LP Gas: N/A/: Other. ( ) ( ) FIRE SUPPRESSION:Plans: Permit N/A: Other. H.V.A.C.: Plans: Permit: N/A Other. ( ) ( ) FUEL TANK:Plans: Permit: Fuel Type: Other. ( ) ( ) 20I7 NY State ECCC: N/A: Other. ( ) ( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. ( ) ( ) Other. (•�ARB mtg.date: Z L9 Zo approvaL• Z notes: ( )ZBA mtg.date: approvaL• notes: ( )PB mtg.date: approvaL• notes: REQUIRED EXISTING PROPOSED NOTES APPROVED ,.: O C T - 7 2020 Circle: Frote Front: Front: Sides: Rear. Main Cov: Accs.Cor. Ft.H Sb: Sd.H Sb: GFA: 3?q'o 7-7 3 O z 7 z Tot.imp: G Ft. n: Parkin¢ Height/Stories: notes: —J 1, S, A v E ENE BUILDING DEPARTMENT D VILLAGE OF RYE BROOK FEB - 4 2020 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 IF (914)939-5801 VIL r� LAGE OF RYE BROU www. elrook.or� rY BUILDING DEPARTMENT ARCHITECTURAL REVIEW BOARD CHECK LIST FOR APPLICANTS This form must be completed and signed by the applicant of record and a copy shall be submitted to the Building Department prior to attending the ARB meeting. Applicants failing to submit a copy of this check list will be removed from the ARB agenda. 4no w ' Job Address: / Date of Submission: `4 N09,0 Parcel ID#:0,QJG-I' I Z Zone: Propose Impr ement(Descr'be in detail): I APPLICANT CHECK LIST: O �n MUS"I'BE COMPLETED BY THE APPLICANT Y I The following items must be submitted to the Building Department by the applicant-no exceptions. 1. ( Completed Application 2. ( Two(2)sets of sealed plans. (one full size ;maximum Property O er: / allowable plan size=36" c 42")and one 11"x17") 3. (✓) o(2)copies of the property survey. Address: �� 4. (�o(2)copies of the proposed site plan. Phone# 5. ( One electronic/disc copy of the complete plication materials. Appli T ant appearing before the B ard: 6. ( Filing Fee. �r 7. ( )Any supporting documentation. 8. ( OA approval letter. (ifapplicable) Address: 9. (Vf Photographs. Phone 10.( )Samples of finishes/color chart. (a sample board or model may be presented the night of the meeting) Architect/Engi eer: Phone# By signature below, the owner/applicant acknowledges that he/she has read the complete Building Permit Instructions&Procedures,and that their application is complete in all respects.The Board of Review reserves the right to refuse to hear any application not meeting the requirements contained herein. Sworn to before me this v2 Sworn to before me this day of `J4n uGt , 20 day of 1AV[.f, 20 Signa re Property Owner 81gnature of Applicant 0 i c h T_ &S-j&A1^-, S46LC e y G�A�O\AJ2_ Print Name of Property Owner P rint Name of Applicant Public ublic LISA FINE SHERMAN [II LISA FINE SHERMAN Notary Public-State of New York Notary Public-State of New York No. 01 S H6369702 ualified No. OISH6369702 Qualified in Westchester County ComQmission iExpi es January 16 n2022 Commission Expires January 16, 2022 3/21/19 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, February 19, 2020 NAME&LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.0 5 Parkridge Ct Close Up Rear Kitchen Consent 4881 (Wishnow) Window and Relocate Agenda 34 Whittemore Place Replace Retaining Wall, Consent 4882 (Chipkin) Walkway, Landing Agenda 221 Country Ridge 3 New Skylights Consent 4883 Dr. (Sierra) Agenda 51 Talcott Road Repair Rear Damage Consent 4884 (Fields) Windows;New Windows& Agenda Patio Doors 158 S. Ridge St 2nd Appearance,Massage 4878 (Win-Ridge) Envy, Sign 19 Maywood Ave 2nd Story Master Bath 4885 (Guerro) Addition; Interior Alterations 76 Country Ridge Dr 1 Story Addition&New 4886 (Levine) Side Yard Deck 8 Magnolia Dr Rear 1 Story Addition& 4887 (Scharf) New Rear Deck- 173 Country Ridge Amendments To Prior 4888 Dr. (Teig) Approve Application 173 Country Ridge Amendment To Prior 4889 Dr. (Teig) Approval, Site Work, Retaining Wall 124 S. Ridge St New Retail Sign/Awning 4890 (Win-Ridge) "Ruby and Jenna" 400 N. Ridge St. Enclose Existing Front Porch , 4891 (Bastone) &Reconfigure Front Wall ML NM MR SE V JM SF AC MI JB ,/ I �� 170 S. Ridge St New Tenant Sign Just 4U 4892 (Win-Ridge) Nails" 7 Ridge Blvd (3)2nd Story Addition, 4893 (Holleran) Rebuild Breezeway,New Front Porch, Aterations 7 Bell Place New Roof Line,New Front 4894 (Ledesma) Portico Exterior; Interior Alterations ML NM MR SE JM SF AC MI JB e r r $ I i j �. lit lot 40 A, W• ��`1 1 11 ICI ��I �j�. S��i� 1 ...: E k •v{n�.�y�+ �•�y III 4 td �� �,�� _ � t ia' r�M`��tP raa tPn��i�h iV►,';a��rl t' � I�DIII ; y w � Y w ► zz lVk it Qi 00, A► M f 4J y� o, yy OFFSET DIMENSIONS ARE NOT TO BE USED FOR CONSTRUCTION. ',UPJ T T� EASFUF.NTS AND PEST:RICTIONS OF RECORD. FEB 4 2 0 VILLAGE O RY BROOK BUILDING IIEPAfZTMENT j SLEEPY HOLLOW ROAD 4( .. 11-1 y {2pCD n BLOCK CURB U CK (TYP.) Q 7t _� 7 Z , FILED MAP LOT J/ TYP. I 4; �.?•GARAGE .CE \ rr -�z'`._-`•ONE STORY � .. ,,':,E� � �", FRAME DECK DWELLING ^;! FENCE P � W .FI q FENCE rr17 .r- ..I/�-- �R�b+. t 1 4 F 0 5* N 1 VN i s o ' j 1.5 STORY �ti ' i CONE. t•. N ± RESERVED FOR- STREET WIDENING\r SEC.-1.29.075 I l .� Zrn_i 8LK.-1 ! q > I.OT-12 FENCE 1 MRE FENCE. I '�\ I WOOD--. ; t.2 5, (TAX MAP) 2J' w. 1 y m FENCE \ t \ i I 0.2' N I . CA FENCE N. 39'-39'-40" W. 142,99' -' .�___ ......._ _ '+. 0.4' W. RA;; FENCE' 3.0 N. N/F COMMON SCHOOL DISTRICT NO. 5 Or_, W SURVEY OF PROPERTY #400 NORTH RIDGE STREET LOT 12 , BLOCK 1 , SECTION 129 . 075 RYE , WESTCHESTER COUNTY , NY .\lum:ci IS.r: „„ .Ind Siace' 14e.:ulr SCALE: 1 "_30 JAN. 23, 2020 Of N e _ - w -- STEP L.S. ,F.H E, LICENSE Qf S AL°R SURVEYOR Map Reference:Being known as Lot I in Block"L."on a map T N. 3 entitled:"Amended Subdivision Map Section One and Section r NY 1 505 Two,Country Ridgc Estates,Town of Rve,Westchester Co.. � 1� N.Y."filed in the Westchester County Clerk's Office on March 20. I957 as ttilap No. 1091. DRAWN BY- JMC rILE NO.- 3053-14- � 11 .� il, �I�Il ll�h ����` ,'lll/•1•/1 1�)j�lij'j+'1\�• ��v- /, xnr3 e CD ID. IN 40 - wCN .` ao to ' e J `. f� 1 fj co Ul) �.r v.i C C,4 } „ o`ection N Z tVII y F- W Q fi U Q Z LU L _ O i L)ZL Z ti r � U � j T(o)w , .� 111�1'1 4,1)111�,1 �1I)1/1)111 l� 111)1,1/1,�), mill ! "Ili, � I I'/1)1,1 , SYYY .`y Icy •/1S'+�4 ih+' Ku" � '� ,x.�i •., •' ...,rN KMICONT-01 JROSENBERRY ACORO CERTIFICATE OF LIABILITY INSURANCE DATE0/6/2D/YYYV) C 1 /s/2o2o THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER C NTACT Jennifer Rosenberry McCartney&Rosenberry,Group Inc. PHONE FAx 477 Ashford Ave (A/c,No,E,):(914)693-3500 201 (A/C,No):(914)693-3980 Ardsley, NY 10502 I-pmpAgILEss,jrosenberry@mvragency.com INSURE 3 AFFORDING COVERAGE NAIC 0 INSURER A:Southwest Marine&General INSURED INSURER B: KMI Contractors Inc INSURERC: 1511 Rt 22 Suite 161 INSURERD: Brewster,NY 10509 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXPLTR OMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE [X]OCCUR X GL202ORLH00203 3/30/2020 3/30/2021 DAMAGE TO ReENTEDREMISES occurrence) $ 100,000 MED EXP(Any one on $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE E 2,000,000 POLICY jpa LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT(Ea accident) $ ANY AUTO BODILY INJURY Per on s OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS ONLY AUTOS BODILY R AUTOS ONLY AUTO ONLY PPa°e�deT nt AMAGE $ UMBRELLA LIAB OCCUR EACH OCCURRENCE EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTIONS WORKERS COMPENSATION PER I I OTH- AND EMPLOYERS'LINBIUTY Y/N A ER ANY FICCPERR/MIMTgOR/PAR NEE/ ECUTIVE ❑ N I A antlatory m NH E.L.EACH ACCIDENT $ If yes,describein under E.L.DISEASE-EA EMPLOYE $ DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) The certificate holder is included as additional insured with respect to general liability per form number CG2012(attached). CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Ryebrook THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 938 King Street ACCORDANCE WITH THE POLICY PROVISIONS. Rye Brook,NY 10573 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NYSIF New York State Insurance Fund WESTCHESTER ONE,44 SOUTH BROADWAY,LOTH FLOOR,WHITE PLAINS,NY 1 0601-441 1 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^^^^^ 562512764 MCCARTNEY&ROSENBERRY GROUP DBA MVR AGENCY 477 ASHFORD AVE '. ARDSLEY NY 10502 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER KMI CONTRACTORS INC VILLAGE OF RYEBROOK 1511 RT 22 SUITE 161 938 KING STREET BREWSTER NY 10509 RYEBROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBERT POLICY PERIOD DATE W2341865-0 507022 08/15/2020 TO 08/15/2021 10/6/2020 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2341865-0, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/M/WW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT SALVATORE PEPE 1 OF 1 KMI CONTRACTORS INC THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DI RECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 117252057 U-26.3 Tara Gerardi From: Mike Izzo Sent: Tuesday, October 13, 2020 9:38 AM To: Tara Gerardi Subject: FW: Message from Dig Safely New York, Inc. (DSNY) Michael J. Izzo Building & Fire Inspector Village of Rye Brook, NY (914) 939-0668 -----Original Message----- From: Dig Safely New York Exactix<tickets@exactix.digsafelynewyork.com> Sent: Friday, October 9, 2020 3:25 PM To: Mike Izzo<MIzzo@ryebrook.org> Subject: Message from Dig Safely New York, Inc. (DSNY) ****REGULAR**** DIG REQUEST from DSNY for: VIL RYE BROOK Taken: 10/09/2020 15:06 To: VIL RYE BROOK PRIMARY Transmitted: 10/09/2020 15:24 00003 Ticket: 10090-001-764-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 400 To: Name: N RIDGE ST Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: RIGHT FRONT OF PROP WHEN FACING HOUSE FROM RD NearSt: SLEEPY HOLLOW RD Means of Excavation: EXCAVATOR Blasting: N Site marked with white:Y Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: INSTALL PATIO Estimated Work Complete Date: 10/23/2020 Depth of excavation: 42 INCHES Site dimensions: Length 20 FEET Width 6 FEET Start Date and Time: 10/19/2020 07:00 Must Start By: 11/02/2020 ------------------------------------------------------------------------------ Contact Name: SALVATOR PEPE Company: KMI CONTRACTOR INC Addr1: 1511 RTE 22 Addr2: SUITE 161 City: BREWSTER State: NY Zip: 10509 Phone: 914-403-1160 Fax: Email: kmicontractorsinc@gmail.com Field Contact: SALVATOR PEPE Alt Phone: 914-403-1160 Email: kmicontractorsinc@gmail.com Working for: RESIDENTIAL i ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members:ALTICE USA CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR WESTCHESTER JOINT WTR z FLOOR PLANS SHEET INDEX ej FIRST FLOOR ELEV.: 100.00' AVERAGE NATURAL GRADE: 98.20' NO. DRAWING NO. DRAWING BastoneSPACE CEILING ELEVATION CEILING HT.ABOVE GRADE CODE A01 TITLE SHEET A13 ELEVATIONS 0 A 103.5U 6.3a >s.00� A02 SITE PLAN — A14 _ELEVATIONS — 00 B 99.08' 1.88, _<5.00' A03 DEMOLITION PLAN(BASEMENT) A15 WINDOW&DOOR SCHEDULE ��---�--•��--�—. �. (NOT TO SCALE) A04 DEMOLITION PLAN(FIRST FLOOR) �>1 Fc�- A05 FOUNDATION PLAN r �V I A06 FOUNDATION DETAILS j -"" A07 BASEMENT FLOOR PLAN �V a — A FIRST FLOOR PLAN u JUL 1 2020 A08 AT Do A09 FRAMING LAYOUT A10 FRAMING LAYOUT I3 U I r:K ►�' - - -- �-• . �N G D�..PA RT��E NT A11 ELEVATIONS E01 ELECTRICAL FIXTURE LAYOUT copy --- -- - - Al2 I ELEVATIONS I E02 ELECTRICAL FIXTURE LAYOUT - - - STATEMENT OF COMPLIANCE BASEMENT FLOOR: 830 s.F. THE ARCHITECT,JUSTN F.MNIERI ALA(N.YS.LIC.NO.18332)HAS PREPARED THE CONSTRUCTION DOCUMENT'S,WRITTEN&FIGURATIVELY IN COMPLIANCE WITH THE LATEST APPLICABLE SECTIONS OF LOCAL AND STATE BUILDING CODES 12015 IRC&2017 NYS SUPPLEMENT. 0 THiS BUILDING MUST BE POSTED REQUIRED SYMBOL TRUSS IDENTIFICATION SIGN PERMIT 0 WiTH A PERMANENT CONSTRUCTION +� �j r"�•• ..� Z TYP E I D ENTi FICATiO N S IC N V S B L# r •THE SIGN SHALL BE IN CONFORMANCE WITH NYCRR SECTION 1265 FOR ONE&TWO FAMILY DWELLINGS Y Z ` i �� ` •THE SiGN SHALL BE SECURELY AFFIXED TO THE EXTERIOR ELECTRIC METER OR AN ALTERNATE LOCATION APPROVED BY CODE, F WHENEVER IT IS NOT POSSIBLE TO DO SO.REVIEW LOCATION WITH THE BUILDING OFFICIAL PRIOR TO INSTALLATION. SATE APPR V 7 2020 V 4� GENERAL NOTES PRIOR TO THE ISSUANCE OF A C/01 1.THE PLANS AND SPECIFICATIONS FOR THE PROPOSED SCOPE OF WORK HAS BEEN DESIGNED AND SHALL BE EXECUTED BY ALL PARTIES CONCERNED . IN LOCAL COMPLIANCE MUNICIPAL CODE E 2016 NYS ALL RESIDENTIAL CODE E RULES 5 IREGULATIONS. CSMENDE BY THE 2017 NYS UNIFORM OODE SUPPLEMENT),2014 NEC AND rd BUILDING INSPECTOR,Village of Rye Brook, NY AS REQUIRED BY NY STATE LAW. 'tJ 2. G.C.SHALL REVIEW PLANS AND SPECIFICATIONS PRIOR TO START OF WORK.ARCHITECT SHALL BE IMMEDIATELY NOTIFIED OF ANY DISCREPANCY. 0 p� 3. DO NOT SCALE DRAWINGS.USE WRITTEN DIMENSIONS.LARGE SCALE DETAILS AND DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. FIRST FLOOR: 2 26 7 s.F. 4.G.C.SHALL INCLUDE ALL LABOR MATERIAL AND EQUIPMENT FOR ALL SHOWN OR SPECIFIED,INCLUDING TEMPORARY FACILMES AND/OR 110 SUPPORTING STRUCTURES. v 5.G.C.SHALL BE RESPONSIBLE TO SECURE ALL PERMITS FOR CONSTRUCTION. rb 0 6.O.C.SHALL OBTAIN THE CERTIFICATE OF OCCUPANCY UPON COMPLETION OF WORK AND SUBMIT TO OWNER. 0 z AS-BUILT/FINAL SURVEY 7.G.C.SHALL CHECK ALL EXISTING CONDITIONS PRIOR TO START OF WORK.G.C.SHALL BE RESPONSIBLE TO VERIFY THE LOCATION OF ALL VISIBLE 04 0 R E Q U I R E D PRIOR TO ANDNON-VIS®LE UTILITY SERVICES. 0 0 FINAL INSPECTION 8.ALL LABOR,MATERIALS.AND CONSTRUCTION SHALL COMPLY AND CONFORM WITH ALL RULES,REGI!LATIONS,CODES AND ORDINANCES OF ALL 04 �. FEDERAL,STATE AND AND LOCAL AUTHORITIES HAVING JURISDICTION OVER THE WORK 9.THE O.C.SHALL KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIAL AND RUBBISH,IMPLEMENTS AND SURPLUS MATERIALS,AND a LEAVE THE BUILDING BROOM CLEAN. UNFINISHED 10.O.C.SHALL PROVIDE UNDERSIAB PERFORATED PVC PIPING TOR FUTURE RADON MMOA71ON IF APPLICABLE.PIPING SHALL BE PLACED BENEATH11 ALL SLABS(BASEMENT AND CRAWL SPACE).G.C.SHALL BE RESPONSIBLE FOR ALL RADON TESTING. 1 L THE H.VAC.SYSTEM SHALL BE DESIGNED BY A QUALIFIED,CERTIFIED H.VAC.CONTRACTOR AND/OR MECHANICAL ENGINEER RETAINED BY THE O C. ,.•� 9 ALL APPROVALS SHALL BE OBTAINED BY THE G.C. v2 12.ALL ELECTRICAL WORK SHALL BE DONE IN STRICT ACCORDANCE WiTH LOCAL&NATIONAL FIRE UNDERWRITER CODES&LOCAL UTILITY CO oG Eu�n -s va a 13.A MINIMUM OF 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED UGH NG FDCTURES ARE HIGH EFFICACY LAMPS PER 404.1 OF 2015 ENERGY 0I m O a CONSERVATION CONSTRUCTION CODE OF N.Y.S.G.C.SHALL INSTALL A COMPLETE SMOKE AND CARBON E ALARM �r VIDE A SMOKE ALARM UNIT IN EAC ATTIC FLOOR: 0 S.F. 14 BEDROOM AN OKW(ARSON AIARM(S)ON TA FLOORINCLUDING BASSEEMEENNT OUT IN COMPLIANCE LANCE WiTH N.Y.S RESIDENTIAL CODE SECTION R 317.1.1. g SMOKE N ON D S ACTUATE �+ z • �SM CARBON M OXE E ALARMS HALL BE BARD WIRED WITH BATTERY BACK•UP ALL ALARMS SHALL SIMULTANEOUSLY BUT DISTINCTIVE ALARM SIGNAL SHALL BE USED TO DIFFERENTIATE EACH TYPE OF ALARM.ALARMS SHALL BE CODE APPROVED AND U.L LISTED. Z DESIGN LOADS MATERIAL STREN HS o a 0 its SOIL BEARING: 4000 PSF CONCRETE: 4000. FLOOR: 60 PSF(40 L+20 D) DIMENSIONAL LUMBER: 950 ~' Ea: €. ATTIC:0"I AND GREATER HEADROOM) 45 PSF(30 L+15 D) ENOTNEERED LUMBER: ATTIC.(LESS THAN 4W HEADROOM) 30 PSF(20 L+10 D) •GLUTAM 2400 PS ROOT§(SNOW LOAD) 60 PSF(45 L+15 D) •LAMINATED VENEER LUMBER 2600 PS PORCH&DECK: 70 PSF(60 L+10 D) •PARALLEL STRAND LUMBER 2900 PSi GUARDRAILS&HANDRAILS: 200 PLF STRUCTURAL STEEL 36.000 PSI - -- - -- 2015 IECC&2016 ECNYS SUPPLEMENT BUILDING TYPE.: ONE&TWO FAMILY DWELLING DESIGN TEMPERATURE 0 DEGREES F./72 DEGREES F. DESIGN DEOREE DAYS: 5000.6000 CODE DESIGN METHOD:CHAPTER 4:PRESCR1PTiVE BU1 0 ENVELOPE(SE NS 402.1.402 3 TABLE 402.1 2 INSULATION AND FEN STAATiON REQUIREMENTS BY COMPONENT GROSS FLOOR AREA SCHEDULE GLAZED WOOD MA-19S EME NT` SLAB RAWLSPACEc CLIMATE FENESTRATION SiCYI.TGHTi'FENESTRATION CEILING FRAME WALL WALL FLOOR WALL R V WALL ZONE U•FACTOe U-FACTOR SHG& R•VALUE R•VALUE R•VALUE R•VALUE R•VALUE &DE R VALUE ZONE: R-15 FAR: FORMULA LOT: 19,950 sF 4A 0.3s 0.55 040 49 20 at 13•S 8/13 19 10/13 !.10.2 10 13 __ ..R•VALUES ARE MINIMUMS.U,FACPORS&SHOC ARE MAXIMUMS.WHEN INSULATION IS INSTALLED IN THE CAS, WHICH iS LESS THAN IABE R DESIGN MAXIMUM PERMITTED FLOOR AREA: 3,790 SF THICKNESS OF THE INSULATION.THE INSTALLED R.VALUE OF THE INSULATION SHALL NOT BE LESS THAN THE ALUE SPECIFIE N THE T EE. csm b.THE FENESIRATION UfACTOR COLUMN EXCLUDES SKYLIGHTS.THE SHOC COLUMN APPLIES TO ALL OIAZED TION. EXCEPTION:SKYLIGHTS MAY BE EXCLUDED FROM GLAZED FENESTRATION SHGC REQUIREMENTS IN CLIMATES Z NO 1 THRO H 3 WHERE FOR 6/29/20 FLOOR AREA RATIO CALCULATIONS AS CURRENTLY DEFINED IN SUCH SKYLIGHTS DOES NOT EXCEED 0.30. THE VILLAGE OF RYE BROOK ZONING CODE `*WI9 M�SHALL B omE�MnEro���ORi�soR EXTEr�r oRri F THE1HHOTuoR of 9 l�sI wATI PLUS oo OR wsv n�o�MN SIONS: EXISTING PROPOSED TM INTERIOR OR EXTERIOR OFTHE HOME.'10/17 MEANS&10 CONTINUOUS INSULATION ON THE INTERIOR OR RIOR OF THE HOME OR 3 c INSULATION AT THE INTERIOR OF THE BASEMENT WALL '"'�'; % BASEMENT FLOOR d it.5 SHALL BE ADDED TO THE REQUIRED SLAB EDGE ILVAI.UEs FOR HEATED SLABS.INSULATION DEPit1S SHALL BE DEPTH O1tTHE F�OCrilNG O 2 OO 830 sF 830 SF WHICHEVER IS LESS N ZONES 1 THROUGH 3 FOR HEATED SLABS. e-THERE iS NO SHOC REQUIREMENTS N THE MARINE ZONE. FIRST FLOOR 2,144 SF 2,267 SF L THE FIRST L THE SEOGNO atVALU IS CE APPLIES WFiVITY uFTI MORE THAN HALF E SECOND AHwE E IS MSIJLA ON�ON THEUS.SO INTER10 OFTHE MASS LL WR,13 CAVITY ALL PLUS R.S OpNliplf0l S SECOND FLOOR 0 SF 0 SF L JUSTIN F.MINiERI.AIA(N.Y.S.LTC.NO.18332)CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF,TH�E PLANS AND SPECIFICATIONS CONFORM WITH THE APPLICABLE SECTIONS OF THE ENERGY CONSERVATION CONSTRUCTION DE OF NEW -- - -- ATTIC FLOOR 0 SF 0 SF CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA T LER3 u )(/ TOTAL 2,974 sF 3,097 sF � GROUND SE]SMEC WiNiER iCE BARRIER FLOOD MEAN SEAL IN RED INK __�F- • OW WiND DESIGN DESIGN SUBLECTTO DAMAGE FROM DESIGN t YM HAZARDS F TAB AL DWG No. CODE. 3,790 sF > 3,097 sF SPEED 'P01'O SPECIAL WQJa WEATHERING FROdTLENfi TERMITE GRAPHIC REOION BORNE DFTTH A01 EFFECTS WINDS DEBRIS 400 North Ridge Street Rye Brook NY SECTION:129.075 BLOCK: 1 LOT: 12 3oPSF �°`� '-� '� 36119M lsooc�RLFss SLrF TrrLESHEE�- TO HEAVY i 1F(2007) Bastone/219041 120 MPH NO NO No SEVERE 4r LOCATION MAPS SCALE: lit = 15' SITE PLAN SCALE: 1"Q 15' GENERAL NOTES L 1. Site plan is based on survey by Stephen F.Hoppe L.S., ..� 111 Route 303 Tappan,NY.,Prepared;January 23,2020. 00 2. The Architect shall assume no responsibility for the accuracy of the W original survey.Refer to original survey for additional information. �Q 3. The General Contractor shall strictly adhere to all rules and regulations having jurisdiction. 4. The General Contractor shall review plans and specifications prior to start of work.Architect shall be immediately notified by the G.C. of any discrepancies. n 5. The General Contractor shall be responsible to secure all required V/ permits for construction. V 6. The General Contractor shall obtain a certificate of compliance or occupancy upon completion of work and submit to the Owner. 7. The General Contractor shall install all sedimentation and erosion control measures as required by local code prior to construction. All controls shall be maintained throughout the construction process and inspected periodically. SLEEPY 1-1 O EEC:)w • ROAD EROSION CONTROL NOTES 401 �+ 1. All work shall comply with local Erosion and Sediment Control Law 0 and"Westchester County's Best Management Practices Manual for 0 n, MAP .V4 `y P Construction Activities". � 1v1 VICINITY 2. Contractor shall install all Soil Erosion and Sediment Controls �+ S 39"3.9'¢O"E 98.38' /P=.�O.00.0 before any construction operations begin and shall keep protection L_ 54• measures in place for the duration of construction.No construction activity shall take place downslope of the silt fence line. 3. Contractor shall inspect all protection controls and maintain the silt EXI5TIN6 - ASPHALT DRIVEWAY I ;p fence daily.Accumulated sediment behind the silt fence shall be V/ removed and disposed of in conformance with all applicable codes. O (f) O + 4. Slopes that will remain open for more than three weeks shall be ,0 y Qa protected with temporary seeding or staked netting. ,1 to 5. Erosion control devices shall be inspected after each rainfall. Devices shall be cleaned,repaired and/or replaced as necessary. PROPOSED -- 6. Final grades shall be established as soon as possible,top soiled and 4811r1.STONE WALK 40'FYO seeded.New turf shall be set to stabilize slopes and prevent erosion. b twi b�O° 7. Contractor shall not stockpile material or park vehicles within the 3'1.60 �J drip line of existing trees. 0 IREMOVE WALK 8. The engineer/architect may at his or her discretion require 11 cd z _ additional erosion control measures throughout construction 0 O 0 to mitigate unforseen erosion and siltation. PROPOSED IENCLOSED PORCH o FENCE DETAIL aSILT a 'a� EXI5TIN6I 1/2-STORY FRAME HOUSE 1 umrsTu ow A 1VA DISTtAROW AREA m 6 CG `^ $ i wL zM � � - I PRTAf®SILT F@1Ge STRAW BALES Z Va EXI5TIN6 O I WOOD DECK I EXI5TIN6 (sTA�Iwo eRoum) pc WALK BOTTOM OF ice ' STONE l=XISTIN6 dRADe Iy (�j z� • �a z z Xo ga EXI5TIN6 PATIO I ZONING MAP `�°'�° cur e• MIAL s1.oT roLLOrrINs �cONTOut or LAND I I V SILT!'!•IiGC BNALL!�''.�e'r o WITH DOTTl7M1 OP rACRlG Home eKa"dR/M STA 05 SILT Fece SHAl Be I ORJV N*0 MIN.INTD AND"WWT®PRIOR WE START O '� IAlbIS1URJIE9 E��CM Of O��IOLITiON. o ZONING DATA)r 0 O 15'SYD r n ZONE:R 15 (ONE-FAMILY RESIDENCE) ai LINE OF ALLOWABLE �J' SECTION: 129.075 BLOCK: 1 12 BUILDING ENVELOPE - - - ---- - - - - -- - - - BULK REGULATION CODE IST NO �ROP� ED N J9'139'�O" by 142.99' LOT AREA MIN. 15,000 S.F. _19,9so s. . « r WIDTH MIN. 75' 124.46' . /C I COVERAGE y,, ' ;I C�v UILDING MAX. 16% (3,192 .F.) 11.59%(2, 4 - C DATE: ACCESSORY MAX. 3.5% (698 .F.) N_A. )`1 6/29/20 DECK MAX. 4% (79 S.F.) 2.6% 5 .F.) NMPERVIOUS MAX, 6,547 S.F. 4.14E S.F. ,1 S.F. EVISIONS:, q • FRONT YARD MAX. 35% (2,06 S.F.) 00.00% (O .F.) N< YARD SETBACKS FRONT(1) MIN. 40' 49.20' 62. r FROM(2) MIN. 40' 40.16' � 5. •� SIDE MIN. 15' 33.10'_ SIDE(TOTAL) MIN. MY N.A. N.A. REAR MIN. 40' 7.60' BUILDING HEIGHT ARCHrrECrS ROOF MIDPOINT MAX. XY 151-6' - N<C ` S,M RW sroRlEs MAX 2 1 l<2 w DWG No. EXISTING STRUCTURE TO REMAIN EM PROPOSED ONE STORY ADDITION PROPOSED TWO STORY ADDITION (E) EXISTING YARD SETBACK FLOOR AREA GROSS MAX. 3 790 S.F. 2,974 S.F. 3 097 S.F. A02 KEY ® OUSTING STRUCTURE To BE REMOVED PROPOSED IMPERVIOUS SURFACE PROPOSED SECOND STORY ADDITION (P) PROPOSED YARD SETBACK +. _ O� ADDITION 123 S.F. $p7'E PLAN ABUTTERS MAP REFER TO ENGINEER'S SITE PLAN FOR INFORMATION ON GRADE ELEVATIONS,DRAINAGE,UTILITIES CONNECTION,EROSION CONTROLS,ETC.. �' DO NOT SCALE PRINTS Bastone/219041 GENERAL NOTES 1.GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO ALL ^ RULES AND REGULATIONS HAVING JURISDICTION. 2.GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO CHECK 0 AND VERIFY ALL EXISTING CONDITIONS INCLUDING 0 CONCEALED AREAS IF POSSIBLE,PRIOR TO START OF WORK MMlw W 3.O.C.SHALL LOCATE AND IDENTIFY UNDERGROUND UTILITY LINES,IF ANY,PRIOR TO START OF EXCAVATION.G.C.SHALL v BE RESPONSIBLE TO REPAIR DAMAGED OR INTERRUPTED J` SERVICES RESULTING FROM THE WORK BEING PERFORMED. n/ 4.O.C.SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCY AND/OR DISCOVERY OF AN UNKNOWN CONDITION. 5.MATERIALS OR ITEMS NOTED TO BE RE-USED.SHALL BE CAREFULLY REMOVED.PROTECTED AND STORED ON SITE. 6.G.C.SHALL OBTAIN FROM THE OWNER A LIST OF ITEMS,1F ANY,TO BE SALVAGED AND CLAIMED OY THE OWNER.ITEMS SHALL BE STORED AND PROTECTED ON SITE UNLESS OTHERWISE DIRECTED BY THE OWNER. R+gOvLc STW 7.O.C.SHALL PROVIDE REQUIRED SHORING.BRACING, TEMPORARY RAILS,FENCES,AND ENCLOSURES AS REQUIRED TO MAINTAIN PUBLIC SAFETY CONTINUOUSLY DURING CONSTRUCTION. 8.PROVIDE TARPS AS REQUIRED TO PROTECT STRUCTURE(S) FROM WEATHER.MAINTAIN TARPS IN GOOD COINDIIION R R R - AND REPLACE WHEN DAMAGED. 0 4 L_ I I 9.IDENTIFY HAZARDOUS MATERIALS,IF ANY.PRIOR TO DEMOLITION.REMOVAL AND/OR CONTAINMENT AS I REQUIRED SHALL BE PERFORMED IN ACCORDANCE WITH GUIDELINES SET BY THE APPLICABLE GOVERNING AGENCIES. 0 CL.I �+ I 10.REMOVE AND REPLACE ANY DAMAGED OR ROTTED LUMBER - REVIEW REVIEW QUESTIONABLE CONDITIONS WITH ARCHITECT. 11.ALL CONSTRUCTION AND DEMOLITION DEBRIS SHALT.BE REMOVED AND LEGALLY DISPOSED OFFSITE BY O.C. 12.O.C.SHALL PROTECT ALL AREAS NOT WITHIN THE SCOPE DEN AND WORK FROM DAMAGE OR DUST DURING DEMOLITION AND CONSTRUCTION. 0) 13.WINDOW AND DOOR REMOVAL SHALL INCLUDE FRAMES, EXPOSING ROUGH OPENING UNLESS OTHERWISE NOTED. (n 14.UTILIRES SERVING OCCUPIED SPACES SHALL NOT BE .O INTERRUPTED WITHOUT THE OWNERS PERMISSION AND 4 --- � PR VIDE TEMPORARY UTILITIES AS NECESSARY. STRIP WALL,FLOOR 4 •r� *� N/ GOMW� INI5FE3 REMOVE 15.HEATING SYSTEM SHALL REMAIN IN SERVICE THROUGHOUT *� W PUCflJRm CONSTRUCTION DURING HEATING SEASON WHETHER OR NOT THE RESIDENCE IS OCCUPIED UNLESS CIRCUMSTANCES MADE KNOWN TO THE OWNER DICTATE OTHERWISE. 16.REMOVE ALL ABANDONED PLUMBING AND ELECTRICAL R BASEMENT LINES. v) 0 ---�- 17.REPLACE PLUMBING AND/OR ELECTRICAL LINES WITHIN 0 z BATH 1 CL• THE CONSTRUCTION AREA THAT ARE FOUND TO BE a I R R -`- NON-CONFORMING WITH APPLICABLE CODES. O O m_— =CE w O maeo SLAB AS P REVIE"1 W/ARCMITWT ; O I DN I I \\ R o a L RY R /� U, z � REMOVE COW.PIER M I IN Lu I z o, 8 I R ER"WZ FLOOR SLAB Z I I ►�' x ti � a o BED RM#4 BED RM#5 1 L--------------------------------� 0�p DEMOLITION PLAN IIEG ENS ACE: 6/24/l0 SCALE:14" 1'-0" BASEMENT FLOOR EVISIONS: Ewsm O WALL REMAIN (VERIFY WALL nTE IN FIE D) STING WAtt TO BE RE VED yam% E C DOW OR DOOR TO RE R C WIN W OR DOOM TO RS s WAIN DO R DOOR TO BE SALVA ED4 0R10btALARCXnTCM (SPORE O TIE FOR REUSE) SEAL Q1 PM M MOW A03 DEMO PLAN DO NOT SCALE PR TS Bastone,/219041 GENERAL NOTES d 1.GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO ALL Uok RULES AND REGULATIONS HAVING JURISDICTION. 2.GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO CHECK 0 AND VERIFY ALL EXISTING CONDITIONS INCLUDING 0 CONCEALED AREAS IF POSSIBLE,PRIOR TO START OF WORK. $w 3.O.C.SHALL LOCATE AND IDENTIFY UNDERGROUND LMLITY LINES,IF ANY,PRIOR TO START OF EXCAVATION.O.C.SHALL 0) BE RESPONSIBLE TO REPAIR DAMAGED OR INTERRUPTED >1 SERVICES RESULTING FROM THE WORK BEING PERFORMED. n/ 4.G.C.SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCY AND/OR DISCOVERY OF AN UNKNOWN CONDITION. 5.MATERIALS OR ITEMS NOTED TO BE REUSED,SHALL BE CAREFULLY REMOVED.PROTECTED AND STORED ON SITE. 6.G.C.SHALL OBTAIN FROM THE OWNER A LIST OF ITEMS,IF ANY,TO BE SALVAGED AND CLAIMED BY THE OWNER.ITEMS SHALL BE STORED AND PROTECTED ON SITE UNLESS OTHERWISE DIRECTED BY THE OWNER. 7.O.C.SHALL PROVIDE REQUIRED SHORING,BRACING, TEMPORARY RAILS.FENCES,AND ENCLOSURES AS REQUIRED TO MAINTAIN PUBLIC SAFETY CONTINUOUSLY DURING CONSTRUCTION. 8.PROVIDE TARPS AS REQUIRED TO PROTECT STRUCTURE(S) FROM WEATHER.MAINTAIN TARPS IN GOOD CONDITION AND REPLACE WHEN DAMAGED. O 4 9.IDENTIFY HAZARDOUS MATERIALS,IF ANY.PRIOR TO DEMOLITION.REMOVAL AND/OR CONTAINMENT AS REQUIRED SHALL BE PERFORMED IN ACCORDANCE WITH GUIDELINES SET BY THE APPLICABLE GOVERNING AGENCIES. 0 10.REMOVE AND REPLACE ANY DAMAGED OR ROTTED LUMBER. •41 _---_ -- ---- -_---- REVIEW QUESTIONABLE CONDITIONS WITT-1 ARCHITECT. 11.ALL CONSTRUCTION AND DEMOLITION DEBRIS SHALL BE REMOVED AND LEGALLY DISPOSED OFFSITE BY G.C. I 1 L O.C.SHALL PROTECT ALL AREAS NOT WITHIN THE SCOPE 1J CL. STOOP OF WORK FROM DAMAGE OR DUST DURING DEMOLITION AND CONSTRUCTION. I 13.WINDOW AND DOOR REMOVAL SHALL INCLUDE FRAMES. �r R R EXPOSING ROUGH OPENING UNLESS OTHERWISE NOTED. 14.LITILITIES SERVING OCCUPIED SPACES SHALL NOT BE .O Q) M.BED RM I INTERRUPTED WITHOUT THE OWNERS PERMISSION AND 4 R PROVIDE TEMPORARY UTILITIES AS NECESSARY. I 15.HEATING SYSTEM SHALL REMAIN IN SERVICE THROUGHOUT IWO I CONSTRUCTION DURING HEATING SEASON WHETHER OR Ill NOT THE RESIDENCE IS OCCUPIED UNLESS CIRCUMSTANCES LIVING RM MADE KNOWN TO THE OWNER DICTATE OTHERWISE. I GARAGE 16.REMOVE ALL ABANDONED PLUMBING AND ELECTRICAL v �+ VR�== LINES. Q ---------------I DINING RM 17.REPLACE PLUMBING AND/OR ELECTRICAL LINES WITHIN 0 /'-� STRIP Y�AU.,FLOOR 4 GEILINO FINISHES I THE CONSTRUCTION AREA THAT ARE FOUND TO BE Qr REMOVE PLIJMBINS FIXTURES I I NON-CONFORMING WITH APPLICABLE CODES. 0. Q (EXPOSE FLOOR JOISTS) .B R � I Q-I 0 -' I I FOX- CL. I REMOVE KITGFEN REMOVE SIDINS 4 I I GASINMS AND SHEATHINS AS Rwv a Pl.1J�IN6 FIXTURES RLiN101/C STEP Z w gb BATH#2 R CLi I _ s Z w o. a _ I R ————_ HALL F KITCHEN I I \� PORCH CL. ON OYER R WA�� I I Ia.+ z�'• , STRIP• a 4 GEILINS FINISHES I FIN�15F�t�.)Q°l73@ F�tI1�1IN6) Z z -� --R C I ------ -�- ------- ----------i R I I X Jill I I It CL. — ------ --- --------��rJ p o. ; \ \ R ------ --- -----------� `-' Aw R y ------------- ----- -----------------------I E FOUNDATION AND RlRMOVlR GOL,JMNS REVEEH WITH ARGHITEGT REMOVE BrTIRE FLOOR SL.AO PRIOR TO START OF YNORK BED RM#2 BED RM#3 a RIM JOIST FOR INSF'EGT ION OF STR14n RAL INTI&RIrr REVIE01 W ARGHITWT ____RE„0V ff HIMAVEIR (PROVIPe TEMPORARY ROOF SHORINS AS RI V) C�p DDEMOLITION PLANYEGAN * 6r29/20 SCALE 1/4"-1'-0" FIRST FLOOR R SIONS: OaSTwc W L REMAIN (VERIFY WAL *TYPE IN FIELD) EXISTING WAIL TO BE REMOVED , E WINDOW OR DOOR REMAIN R C wMW Oq'O TQ BE lee =_C (Sro ONOR DO R RSUSE)'"' - IN RM DWG No. A04- DEMO PLAN DO NOT SCALE PRINTS Bastone/219041 GENERAL NOTES 1 GENERAL.CONTRACTOR SHALL BE RESPONSIBLE TO CHECK&VERIFY ALL FOUNDATION DIMENSIONS ARE ACCURATE&CLOSE PRIOR TO PLACING CONCRETE.NOTIFY ARCHITECT IMMEDIATELY OF ANY ! DISCREPANCIES. 2 ALL FOOTINGS MUST BEAR ON SOLiD�UNDISTURBED-VIRGIN"SOIL O BELOW FROSTLINE 3. DESIGN OF ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION 0 OF ACI SPECIFICATIONS AND PRODUCED IN APPROVED MIXING PLANT W ACCORDANCE WiTH ASTM REQUIREMENTS.CONCRETE STRENOTHS M FOR VARIOUS USES SHALL BE AS SPECIFIED iN THE FOLLOWING �1 SCHEDULE(MINIMUM COMPRESSIVE STRENGTH.f'e AT 28 DAYS) v •FOOTINGS.FOUNDATIONS&MIERIOR FLOOR SLABS»._............4000 PSI •DARAOE AND EXTERIOR FLOOR SLABS........ .....»_...-..5000 PSI �>1 4.STEEL BEAMS SHALL CONFORM TO ASTM SPECIFICATIONS A36 FOR STRUCTURAL STEEL My-36 KSI) 5 STEEL.COLUMNS SHALL BE STANDARD STEEL PIPE AND CONFORM TO ASTM SPECIFICATIONS A53 GRADE B FOR STRUCTURAL STEEL My-35 KSl 6 CMU SHALL BE LOAD BEARING CONCRETE BLOCK LAiD LEVEL&PLUMB IN A FULL BED OF CEMENT MORTAR ALL JOINTS SHALL BE FILLED AND PROPERLY TOOLED.HORIZONTAL JOINTS SHALL BE REINFORCED WiTi•1 DUR.O•WALL WIRE AT 16•IN ON CENTER.CEMENT GROUT SOLID CORES WITH H STEEL RERAR SHALL BE CEMENT GROUT SOLID T BAR RMNFORCINO STEEL FOR CONCRETE SHALL BE GRADE 60 DEFORMED BARS l KCEPT FOR TiES.WHiCH MAY BE PLAIN, SHALL CONFORM TO ASTM SPECIFICATIONS REINFORCEMEWT STEEL BAILS(REBAW SHALL BE NO.4 UNLESS NOTED OTHERWISE. REFER TO WALL SECTIONS&DETAILS FOR REBAR PLACEMENT I 8. PROVIDE WALL AND/OR FOOTING SLEEVES AS REQUIRED FOR UTiL.IIIES. 9. PROVIDE 1/24N.DIAMETER x 18•iN.GALVANIZED ANCHOR),BOLT AT 484N. O.C.(MAX)TO SECURE MUD SILL PLATES TO TOP OF FOUNDATION WALL.. L 10.FILLED AREAS TO BE MECHANICALLY COMPACTED `i 11.PROVIDE FOOTING DRAMS TO DRYWEL.LS OR STORM SEWER. +—rw•,-�f' �e 12.PROVIDE PRESSURE TREATED(Vn 2x SU&FRAME AT WINDOW AND DOOR FOUNDATION OPENINGS. 96• 96• 13.FLATWORK SCHEDULE WHERE APPLICABLF,: RI<QW.60 TNC C4Nr.*SLAB • ..».........»»...............».... ..»»... O e aA,sEMErrr FLOOR s1.A8. ..4•M.THICK 0 My No.4 i OBAft*a•04. BOTH�� •INTERIOR FLOOR SLAA...__..............».»...»......�.........»..__...4•M.THiCK rr r^ •CRAWL SPACE FLOOR SL..........»».............» .»»».»...2.tN.THICKF ——— —— 1 •GARAGE FLOOR SLAB...»»............ 10'DIi�C�O?iG.rlee �. s w.THICK 0 ■ r i •EXTERIOR FLOOR SLAB � � »» » ....•.»»......... ».SIN.THICK IO *t.� 14.ALL SLABS EXCEPT AT CRAWL SPACE SHALL BE REINFORCED WiTH cd 6 x 6 W I A x W 1.4 W.W.M.PITCH GARAGE AND EXTERIOR SLABS FOR DRAINAGE.PROVIDE A COMPACTED GRAVEL BASE(44 N.MIN.) v BENEATH ALL CONCRETE FLOOR SLABS. j„1 I 1 S.PROVIDE 6-11L POLYETHYLENE VAPOR BARRIER UNDER ALL INTERIOR I FLOOR SLABS INCLUDING GARAGE. I 16.ALL STEEL GIRDER.COLUMN PLATES.ETC--SHALL BE SHOP PRIMED WiTH v (1)COAT OF RUST PROHiBiTOR&A SECOND COAT APPLIED IN THE FIELD 17.PROVIDE COPPER TERMITE SHIELD AT TOP OF FOUNDATION WALLS v I ENCLOSING THE CRAWL SPACE IF SHOWN AS PER WALL SECTION. + I MAINTAIN SEPARATION FROM P.T.MUDSILL WITH E.P.S.SILL SEALER. rr^^ � VJI 3 COLD WEATHER .� v _ im I60I 04 THE MIX.PLACING AND CURING OF STRUCTURAL CONCRETE SHALL COMPLY WiTH SPECIFICATIONS OUTLINED IN THE ACI 306R(LATEST EDITION).GUIDE TO COLD WEATHER CONCRETING.THE GENERAL 4.OD.STEM- /—— CONTRACTOR AND SUBCONTRACTORS SHALL GUARANTEE PIPE C,OL, ADHERANCE TO ALL APPLICABLE SECTIONS. pd x l! I r ,-e� r-� LEGEND v 1 I EXISTING FOUNDATION WALL(VERIFY IN FIELD) z L_'®J J I PORCH FLOOR ------ a p J .•a,.a.� POURED CONCRETE FOUNDATION WALL 0 HM LABOVE In ,4G0c NC4%"�FSU SLAB _ _#'-� W/REINFORCED POURED CONCRETE FOOTING d�,, r--i--i W6x6KAxM6.4MW �( I •6•tm eAx xT Sit'Pl coin CMU FOUNDATION WALL N � I ®I I UNDER"T ABOVE I FIN N K r0071" .• W/REINFORCED POURED CONCRETE FOOTINGTO EA"NO � SET UNDER ,, r ,, FOUNDATION WALL SHELF — —r FOR MASONRY VENEER BEARING 9Tl�L��" M7 SHELF 6'MIN BELOW FINISHED nmDE) er POST^eovt: — I — — I — — d w SLAB ON G DE �t -- smm 1--� CQ y I r l ,cO FOUNDATION STEM WALL(SEE DETAIL) • 4• N 1� (4000 M)SLA9 �' I I •}. �--� W/6x6 WI.4 x WI.4 W.W.F. I •6-MIL POLYETWLBM VS. BEAM WALL POCKET •Z'XPS(A40)UNDERSLAB 4' - INOLLATION +08 ;pp I I I I 'r Y:� :• 12"x 5'x 3/'4*STEEL BEARING PLATE z • a •4•(MIN)6RAVEL BASE I I I I I POURED CONCRETE CYLINDRICAL PIER z �a a ——— —— —————Jxi — r' J 0 EXISTING STEEL COLUMN(VERIFY IN FIELD) X N .9 STCr 9UPP10RT (—— '4"O.D.STANDARD STEEL PIPE COLUMN 3 _——— ———————-- —�.., I I BASE PLATE:8"x 8'x 3/4'STEEL PLATE O o� ———— — 4 — L— TOP PLATE:IT x 5 1/2'x 3/4'STEEL PLATE ^ c: i; D 8 •UNLESS NOTED OTHERWISE ON PLANS. rm mm 110=149 �x i� 24 x 1.2 FOOTING SIZE(W x D CHES) TO MOSTiNO iS'-6' S�-O•-,/i TaD +00 TOP OF WALL ELEVATI (INCHES) BG TOP OF WALL BELOW SH GRADE (w MIN.) Ap TOP OF WALL ABOVE D (6*MIN.) FOOTING SC PgCE \ FOOTING REINFORCEMENT S E NO. EBAR Q 9,ac EACH WAY(MAT R.pfFORCEM ) O E O - --- EXISTING FOOTING jp& RIR IN FIELD) cip O 24"x 24"x l r D. CRETE I DOTING IDA : 6/29/20 ® 30"x X r x 12"D. NCRETE ii 7N0 R SIONS: O 36"x 36'x 15'D. ETE ONCR G FOUNDATION PLAN p 42"x4rx15"D. NCR M NG SCALE:1/4"-1'-0" O W x 48'x W D. NCRETE •REFER TO BASEMENT FLOOR PLAN FOR LOCATION OF PLUMBING FIXTURES AND FLOOR DRAINS. O 24"x(L)x 1r D.Co CRETE FOOTING •ALL METAL CONNECTORS,ANCHORS AND FASTNERS NON-CORRISIVE PROPERTIES SHALL BE CERTIFIED (9) 30•x W x 12-D.CO 'd 3 32 r '' FOR USE WITH ACQ PRESSURE TREATED LUMBER 0 W x(13 x 15'D.CONCR FOOTING• GRI(TINAI.ARCNRECIS JO 42'x(L)x 15"D.CONCRETE G• �•IN RM NK DWG No. 0 4W x W x 15'D.CONCRETE - A05 •NO TE:THE LENGTH W OF FOOTING SHALL BE THE SUM OF THE DISTANCE BETWEEN COLUMNS&THE FOOTING WIDTH. FOUNDATION PLAN DO NOT SCALE PRINTS BLLstone/219041 STANDARDS 10"X S 1/2'X 9/4'STEEL TOP PLATE NOTE: CEMENT GROUT SOLID CMU CORES W/(4)aVlb"DIA.DRILLED BOLT HOLES ,,.�.r Tam ANOWK8 L~; (Wit) �/ 1�R T�>7t�{`AJL I Im WITH VERTICAL REBAR Y4MLD TOP PLATE:TO PIPE coLUMN 24• - 1' 0)NO. ��"' 0 �1 MMPATOM M ALL STANDARD STEEL PIPE COLUMN IIVAAqr ISOLATION JOINT (SCE PLANS FOR 912E) *t HOWAZOWAL WAWA W/PM FILLER OR •aa•oc. EQUAL a"X a"X 5/4"STEEL BIQARINB PLATE IL CUT GONGIRETE W✓(4)dIA6"DIA.DRILLED BOLT HOLES • SLAB AS RMOV. PATCH i MATCH EXISTING CONCRETE SLAB ee%la.e10115M IcLo' FOR NEW FOOTING TOP OP EXISTING CONCRETE SLAB n, 4 Y45LD BEARING PLATE TO PIPE GOL.UMN e• !�ND s w�Ne 1j/ c TOP OP COONICIRETE FOOTING l • i—I, nooTt►r " 4 d o I I I I d HIGH STRENSTFI NON-495HRINK CEMENT cv Aom No.•010FOL < , GROUT I..E�/EL IN6 BED (240 L.ML•4•oa.1 d V a I (4)1/2"DIA.EXPANSION ANCHOR BOLTS I I I I V41mt~vert++ C C d 110T!'1. 0 GUT SLAB AS REO V. 1. ocrow roams n pt7mt As pwaxxwo To"RAM ON SOLID uowngmm•v"w4w am ,♦ VJ FOR NEW FOOTING x em"m rwar"m 00"EVAA oN•vn"+N•sons"m a oree ro*MAIM rw+he 0 •S.Rye 70 POLL OWTI NS MR AODIflof L IOWAns 1w GPIPE COLUMN DETAILcd SCALE:NONE FOUNDATION SCHEMATIC NOTE:STEEL SHALL BE ASIM A36 AND SHOP PRIMED WITH RUST INHIBITOR v I XPS g FOUNDATION WALL s� INSULATION BD. 4•GONG.FLOOR 3LA8 n •0 HPAD'1=R(R�TO PLANS) (4po0 PSI) W/bxb WIA.x WIA W.W.F. 110 FOOTING '^4 "SIMPSON"MA&AocEb HD.6ALV 0 POST GM • 11b"GMU 41 • •• ° SL 'SOIL DCAKINS�9540 PW 'VIRdI `SOIL / / 0 0 Z I 04 CONT.REBAR /\\/�\/\\/�\/\\/\\/\\/\\/\\/�\ 0+ EXI //%\/%\/%\/\ 1 O FOUNDATION WALL I ULATION BD. % a Opt 4"CMU SHELF 11 CEMENT GROUT TOP 2 GOVR3E9 SOIL TYPE.SAND,SILTY SAND,CLAYEY SAND,SILTY GRAVEL,CLAYEY GRAVI=L SOLID W/04 REBAR b x b P.T.POST I( i I ( 80) SOIL BEARIN9 CAPACITY 2,000 PSF a II a jr xx PIN GMU TO ►� " w °11 04 VERTI CAL REdAK•24 O.C. BOLT ANCHOR TO POST JIV(2)1/2"DIA. - EXISTING PDTN. I I (>-cT1END INTO b"GMw FOOTING DESIGN N $ SALV.GARRIAbE BOLTS ILI "51M�"eABUbb GALVANIZED POST BASE NV Wb"PIA.x 120 HD.&ALV.ANC44OR BOLT I I U 10"GMU WALL oOd BEND ad Be�v Z Il I DIAMETER DIAMETER - z DETAIL a1O•NIOOK LTHA 1/2 EEXXTE�ION� ICC3 F1ooK z x ti POST/BEAM CONNECTION D SCALE:NONE oill F CPHAIL � m�- s SCALE:NONE -- FOUNDATION REINFORCEMENT HOO � °� ilia 4'GONG.FLOOR SLAB (4p00 P51) PV bxb WI.4.x W1.4 W.M.F. 9 0) „� Y • •. MIN. •' • . b"Cow STEM • __._ • • •• d �I' OAi SLOPE •. a PORCH SLAB PORCH SLAB PORCH SLA 5 T� Or "XPS_ (� SLAB SHELF Q — . INSULATION BD. l l 4) (� ----M.¢GONT.REBAR n an GMU WALL 9 .•• �" 11 ° %' WA MI I(• — -10"GMU LL �I CEMENT•R,Ot1T'TOP 2 GOVRSES U 04 VERTICAL �. .•.,• ,�• NO.4 REDAR 1 p 14• d I o° SOLID YV/04 RIESAR R®AR•240 O.G. .• '., . Ds o Ion (�DowN WEB 9") ••• • rL/ NO.4 DOWEL I� `1 VERIPY IN FIELD --411 GMU SHELF - — EXTEND INTO 11 1)• M4 VERTICAL REBAR•24"O.G. . • 60� '/`=�� b•GMU H 11 `II ° GMU STEP SUPPORT 8' \ DA 6/29/20 MIN. �) To ATION role THI _ II II eELoW GRADE REM SIONS: I I I I• II II a STEP FOOTING IAG !± I I I I -a"GMU/ALL 11 I I I I I I• • 1 /2"a ON II a 4"THIGIQ TAR swr&no 14 nit PITCH!li.Aa 4"THIGIG,5000 1 �- ti. iL IAP0,Y PROM ry x 614 x .4 AY'LIP. NE B ` a ea c 4"(MIND AGTlI!p y, i IN trap INK � "TYPAL• APE P DWG No. FOUND ION WALL DE ILS A06- SCALE:NONE FVTN.DETAILS MUDSILL PLATES SHALL BE SECURED TO FOUNDATION WITH 5/8"DIA.x 18"L.GALVANIZED ANCHOR J-BOLT*/WASHERS 0 48"O.C.-MAXIMUM SPACING EXTERIOR"PATIO"SLAB Bastone,/2IW41 GENERAL NOTES I. SEE PLANS PREPARED BY DESIGNER FOR KITCHEN CABINET PLUMBING FIXTURE LAYOUT.O.C.SHALL PROVIDE CABINET SOFFIT AND APPLIANCE AS REQUIRED. 0 2. BATHROOM CABINETRY AND FlX T URES INCLUDING Q ACCESSORIES SHALL BE SELECTED BY OWNER.THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL THE SELECTED UNLESS THE OWNER STATES OTHERWISE. 3. SEE WINDOW AND DOOR SCHEDULE FOR TYPES. 4. PROVIDE 16 OZ.COPPER SILL PAN FLASHING AT ALL EXTERIOR DOOR ROUGH OPENINGS AND AT WINDOWS IMMEDIATELY ABOVE A ROOF(REVIEW WITH ARCHITECT). 5. PROVIDE"AIR&VAPOR"WRAP BY W.R.GRACE AT ALL WINDOW AND DOOR OPENINGS AS PER DETAIL ON WINDOW&DOOR SCHEDULE. 6. PROVIDE R 15 F.O.BATT INSULATION AT ALL EXPOSED EXISTING EMAL EXTERIOR WALL CAVITIES. �� 7. PROVIDE Re21 INSULATION AT ALL NEW EXTERIOR WALLS 8. PROVIDE R-49 INSULATION 0 CEILING ADJOINING ATTIC 9. INSULATE ALL NEW&EXPOSED EXISTING INTERIOR WALLS THROUGHOUT AS WELL AS ENTIRE FLOOR AT EACH LEVEL W/SOUND BATTS BY'ROXUL' 10.PATCH&.MATCH EXISTING FLOORING,WALLS&CEILING AS REQUIRED. 11.NEW DRYWALL SHALL BE 1/2'GYPSUM BOARD UNLESS GONG.ST1? NOTED OTHERWISE. W/1 1/50 EL1J!!BTOM 7XVAV 12.INTERIOR MOULDINGS SHALL MATCH EXISTING. 0 #P4 SUBMIT SAMPLE FOR OWNER'S REVIEW&APPROVAL 13.OWNER SHALL SELECT ALL CABINETRY. 14.INTERIOR DOORS SHALL MATCH EXISTING.SUBMIT SAMPLE FOR 0 OWNERS REVIEW&APPROVAL •V4 - - - 15.CONTRACTOR SHALL FURNISH AND INSTALL ALL HARDWARE cd H"O I AS SELECTED BY THE OWNER 14 M RFAM WALL ( 16.MUD ROOM,BATHROOM&LAUNDRY ROOM FLOORS SHALL 4) I BE TILED.TILE SHALL BE INSTALLED AS PER TCA SPECIFICATION. I✓ I REVIEW TYPE AND PATTERN WITH OWNER. I 17.PROPERLY PREPARE ALL DRYWALL SURFACES FOR PAINT (3 COATS:I PRIME&2 FINISH).STAIN AND POLYURETHANE ALL OAK WOOD(FURNITURE QUALITY FINISH).REVIEW TYPES v AND COLORS WITH OWNER PRIOR TO START OF WORK DEN SUBMIT SAMPLES TO OWNER FOR REVIEW AND APPROVAL ,0 4) 0lw � pC + 46"T.O. HVAC o 0 dz 1 I 52——— �CL. CONTRACTOR SHALL REVIEW EXISTING HEATING AND AIR 04 O O CONDITIONING SYSTEM THEN SUBMIT PROPOSE HVAC SYSTEM BASEM ENT WITH SPECIFICATIONS FOR OWSIER'S REVIEW AND APPROVAL n 0 vT�rl vle�ree n w � F+1 To EXTEMOR rLom DRAIN W/TRAP PRIMA ' LEGEND a HALL ® + EXISTING WALL(VERIFY IN FIELD) O > _ NEW WOOD STUD WALL 2 x@ 16.O.C. W w w a z -� ------ •.'.. `_:_'' POURED CONCRETE WALL �--+ O 0' �Ar_ A CMU WALL(CEMENT GROUT SOUR) 21.171 • �' z M� -- - - STONE VENEER `r Xti �B I BRICK VENEER I I 0 I I "92 DOOR SIZE(NOTED IN INCHES I I I BED RM#4 BED RM#5 1 A WINDOW TYPE EGRESS WINDOW _-- - --- HEADER SIZE' -- 30 LINTEL S BASEMENT FLOOR PLAN SCALE:L 4'-1'V PROPOSED ® COP ER SILL PAN NOTE:HEADERS AT ALL INTERIOR DOOR&TRIMMED OPENINGS N BER OF STUDS(Mtl OR)AM ; SHALL BE(3)2 X 10 0 2 X 6 WALLS AND(2)2 X 10 0 2 X 4 WALLS -F E O r�'6/29/20 UNLESS NOTED OTHERWISE I `.J OST FREE HOSE Bib RE SI NS: a AUST FAN(50 CFM, ) TO DCTERidp,W.i M AL DUCT A H T SENSOR EH WIRED W/IATTERY ACKUP(IJ IJL LISTED) CONNECTEI),NFPA 71 MPLIA 4CE SMO ALARM e HARD RED W/BATTERY RA (U L.USTED) INTERC CTED,N"A 72 OO PUA 4CE CARBON NOXIDE ALARM ��-f '(9 13 ® HARD WIRE W/BATTERY aACKU)f INTERCONNE D,NFPA 72 COM E IV CV v ONORMARCIFIffECTS IN RED M DWG No. •REFER TO WINDOW&"RSC EET FOR SCHEDULES AND SPECIFICATIONS A07 F=R PLAN DO NOT SCALE PRINTS Bastone/219041 GENERAL NOTES I. SEE PLANS PREPARED BY DESIGNER FOR KITCHEN CABINET PLUMBING FIXTURE LAYOUT.G.0 SHALL PROVIDE CABINET SOFFIT AND APPLIANCE AS REQUIRED. 0 2. BATHROOM CABINETRY AND FIXTURES INCLUDING 0 ACCESSORIES SHALL BE SELECTED BY OWNER.THE GENERAL f•+ CONTRACTOR SHALL PROVIDE AND INSTALL THE SELECTED UNLESS THE OWNER STATES OTHERWISE. 3. SEE WINDOW AND DOOR SCHEDULE FOR TYPES. 4. PROVIDE 16 OZ COPPER SILL PAN FLASHING AT ALL EXTERIOR DOOR ROUGH OPENINGS AND AT WINDOWS IMMEDIATELY ABOVE A ROOF(REVIEW WITH ARCHITECT). 5. PROVIDE*AIR&VAPOR'WRAP BY W.R.GRACE AT ALL WINDOW AND DOOR OPENINGS AS PER DETAIL ON A, WINDOW&DOOR SCHEDULE. W 6. PROVIDE R 15 F.G BATT INSULATION AT ALL EXPOSED EXISTING EXTERIOR WALL CAVITIES. 7. PROVIDE RAI INSULATION AT ALL NEW EX I RiOR WALLS 8. PROVIDE R,49 INSULATION @ CEILING ADJOINING ATTIC 9. INSULATE ALL NEW&EXPOSED EXISTING INTERIOR WALLS THROUGHOUT AS WELL AS ENTIRE FLOOR AT EACH LEVEL W/SOUND BATTS BY'ROXUL' I -- - —------ 10.PATCH&MATCH EXISTING FLOORING,WALLS&CEILING; I AS REQUIRED. CL. STOOP DN 11.NEW DRYWALL SHALL BE 1/2'GYPSUM BOARD UNLESS NOTED OTHERWISE. I 12.INTERIOR MOULDINGS SHALL MATCH EXISTING. O I SUBMIT SAMPLE FOR OWNERS REVIEW&APPROVAL. - IngJ 13.OWNER SHALL SELECT ALL CABINETRY. 14.INTERIOR DOORS SHALL MATCH EXISTING.SUBMIT SAMPLE FOR A M.BED RM L.I OWNERS REVIEW&APPROVA •O W 15.CONTRACTOR SHALL FURNISH AND INSTALL ALL HARDWARE AS SELECTED BY THE OWNER. cd Id I 16.MUD ROOM,BATHROOM&LAUNDRY ROOM FLOORS SHALL v BE TILED.TILE SHALL BE INSTALLED AS PER TCA SPECIFICATION. GREAT RM I REVIEW TYPE AND PATTERN WITH OWNER. 4'-0' 4�,T-0'1.p I I GARAGE 17.PROPERLY PREPARE ALL DRYWALL SURFACES FOR PAINT v (3 COATS;1 PRIME&2 FINISH).STAIN AND POLYURETHANE ALL OAK WOOD(FURNITURE QUALITY FINISH).REVIEW TYPES AND COLORS WITH OWNER PRIOR TO START OF WORK. SUBMIT SAMPLES TO OWNER FOR REVIEW AND APPROVAL PO � "LIVING" � "DINING" � to n BULA70 WALL 4 ® I I GlILliib „/ I _ coNc.sT� ------ ---- --- I' }� SGPD. D!'6N BY OT►W — N!9"1 Tab GQLIN6 (^ � — HVAC � �o BATH#2 r-——, •a MAOtM K4 L 11/Z'NJeSTOW VMAD 0 z CONTRACTOR SHALL REVIEW EXISTING HEATING AND AIR - ————- I HALLI � KITCHEN ( I I CONDITIONING SYSTEM THEN SUBMIT PROPOSE HVAC SYSTEM 0 O I I D1K FOYER - _ O ( I WITH SPECIFICATIONS FOR OWNERS REVIEW AND APPROVAL o CL. i I 5EE PLANS P'Rt PARED - - 114 V IBY KITCA-EN DESIGNER IR ® � N CL. �� PORCH I I LEGEND a E ————— T�exreRloR �� "090. w o. PANTRY —- 1 Lw am� I �y ® od ---- _�_ IN H H-p— EXISTING WALL(VERIFY IN ® AO O OESMOMMM NEW WOOD STUD WALL 2 x @ 16'O.C. W w w N a CAWAR C4-AD POST -(6xb P T.INSERT) POURED CONCRETE WALL Z UO " �5 . CMU WALL(CEMENT GROUT SOUR) ? ' BED RM#2 BED RM#3 W. L 5& MrM M TO KITC44 MAN BY Z z FOR ACCAJRATE LOGATI STONE VENEER K ti 3 a BRICK VENEER m p o ; a. �3 52 DOOR SIZE(NOTED IN INCH WINDOW TYPE• A ME EGRESS WINDOW' FIRST FLOOR PLAN Q SCALE:1/4'-10 PROPOSED NOTE:HEADERS AT ALL INTERIOR DOOR 6�TRIMMED OPENINGS SHALL BE HEADERSiZE• M-I (3)2 x 10 @ 2 x 6 WALLS AND(2)2 x 10 0 2 x 4 WALLS UNLESS NOTED OTHERWISE LINTEL L-1 ® PPER SILL PAN C��j ONUMBER OF STUDS(MU OAR JA DATE-- 6/29/20 H FROST FREE HC)4 iB EVISIONS: EXHAUST FAN(50 CFM, VENT TO EXTERIOR W/ �AL DU HEAT SENSOR �H HARD WIRED W/BATTER BAC (U.L LISTED) INTERCONNECTED,NFPA 7 COM LANCE SMOKE ALARM 8 D WIRED W/RAT MRY BA (U.L USTED) RCONNECTED,NFPA 72 P CE N MONOXIDE � ® WIRED W/BATIFRY BA*CONNECTED,NFPA 72 1 _ SEAL GUMARCHCHffEM IN RMDWG No. REFER TO WINDOW DOOR SCHEDULE S EET FOR SCHEDULES AND SPEC CATIONS A08- R.00R PLAN EDO NOT SCALE INTS Bashone/219041 GENERAL NOTES I.MUD SILLS PLATES AND ALL OTHER LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE-TREATED AGAINST DECAY IN ACCORDANCE WITH AWPA U 1.(R317 OF THE 2015 IRC) L ALL STEEL,INCLUDING BEARING PLATES SHAD-BE SHOP PRIMED AND RECEIVE A SECOND COAT IN THE FIELD UPON COMPLETION. O 3.TOP FLANGE OF STEEL GIRDERS TO BE FLUSH WITH TOP OF FOUNDATION O WALL.COLUMNS TO BE STANDARD STEEL PIPE. 4.STEEL SHALL HAVE M&DRILLED HOLES FOR 1/24N.DIA.BOLTS®TOP FLANGE M FOR 2 ROWS®244N.O.C. W "RAISC•L EVM FLOOR JOISTS PRIOR TO INSTALLATION 5.PROVIDE SOLID BRIDGING•MID-POINT OF FLOOR SPANS GREATER THAN 8& OF LVL DEADER.REVIEW Pit ARC 41TWT 6.SUBFLAOR SHALL BE GLUED AND NAILED TO FLOOR JOIST W/CONTECH PL400. '+ 7 PROVIDE GALVANIZED METAL JOIST HANGERS AT ALL FLUSH CONNECTIONS ALL SOLID AND BUILT-UP WOOD POSTS SHALL BE CONTINUOUS(W/SOLID r---------—1 BLOCKING AS REQUIRED)TO FOUNDATION WALLS,PIERS.OR STEEL GIRDERS -, ETC—SHALL ALL EXTERIOR METAL ANCHORS,FASTENERS,BOLTS,E ,.SHALL BE HOT l 1 ------------- I I DRIPPED OALVANRED(HDG)STEEL.. 10 PROVIDE 2:FIRESTOPPTNG AT DROP CEILINGS AND AT ALL AREAS REQUIRED EXISTINb FLDOR JOIST i I BY CODE.REVIEW WITH LOCAL BUILDING OFFICIALS. 11.PROVIDE HURRICANE ANCHORS AT ALL RAFTERS,SIMPSON 0 H2.5A. I i 12.STEP ROOF SHEATHING BACK FROM RIDGE AS REQUIRED FOR RIDGE VENTS I I I Ib'OrG. • I 3.FLOOR 14OIST,LVL,PSL&LSL SHALL BE MANUFACTURED BY TRUS JOIST WEYERHAEUSER OR APPROVED EQUAL O.C.SHALL BE RESPONSIBLE TO I r-————————————- I SUBMIT SPECIFICATIONS FOR SUBSTTr TIED MANUFACTURER TO i I I 4 GAIMA&E BOLTZS I ARCHITECT FOR REVIEW PRIOR TO MATERIAL ORDER I (9)4 1/20 LVL I I I •EA.BEARING END L____ —— WALL BRACING - J I � (2I'1 V4'LVL HEADER Y'{/WO'x 7' I STEEL PLATE I WALL BRACING SHALL BE IN ACCORDANCE WITH METHOD (1°RI?4ED W/MST INDIIBITO9I CSWSP(TABLE 602.10.4)AND TABLE 60L10.3 IN COMPLIANCE i----------1 i W/(2)ROWS 1/2'DNA.GARRIA6E I OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. O • BOLTS•16'O.G. ----------------------------� -- SHEATHING I (�1 I/4'LVL HEM YW13/8"x'/°ISTEEL I I I I SUBFLOOR: 7/8"ADVANTECH O WALL: V2"EXTERIOR GRADE PLYWOOD co I ROOF(ASPHALT). 5/8"EXTERIOR GRADE PLYWOOD ROOF(OTHER): 3/4•EXTERIOR GRADE PLYWOOD I LEGEND _ JOIST) JOIST 51a AI 11/8,TJUnom j-JOIST 9mIm~BERrES) O I I L (1 2) .� I (b)al 1/2•LVL HMADER PITCH DIRBGTION OF JOIST - - - _ c1�00r RAI°TEw (I6•o.G� � � -- A-560 SERIES B-360 SERIES I C-230 SERIES - - --� - _-- -- TJI I-JOIST BY"WEYERHAUSER"OR APPROVED EQUAL ch �+ I OUTLINE OP KITCHEN TRIPLE JOIST L.V.I.. LAMINATED VENEER LUMBER 1.9E(Fb-2,600 PSI) � OREVIHN Pl/ARGHITWT ISLAND ABOVE' O I�-+ ON EXISTING GONDITIOW P.S.L. PARALLEL STRAND LUMBER 2.0E(Fb-2,900 PSI) C` D.F. DIMENSIONAL FRAMING LUMBER NO.2 D.F.(Fb 950 PSI) O °o - I'JCI'.yTiN6 --- � I r -� GAN71LlN!'R JOIS'17S �,,,1 �--+-f --�1K�_-__= P.T. PRESSURE TREATED LUMBER NO 1 S.Y.P (Fb-1050 PSI) 1� ® (I I I I I I It JOIST AND RAFTER SPACING IS 16"ON-CENTER UNLESS OTHERWISE NOTED ON THE FRAMING LAYOUT j 5 1/2"LVL �o. Lu°� I 7 1/4"LVIL p� I I I I I I I PJ-�6 W _ I I I I I I I 2 x 8 D.F. � ------ - _1 t__1--�.-._.I O P� 9 1/2"TJl --------- -- - -- - -- '� PJ-�1 9 1/4"or 9 1/2' 81 LVL• 2 x 10 D.F. z 9 S fl: I � I I `` `w [iOl PJ-II/_', 11 7/8"TJi a SIST"!EA. P�11 Ii✓ w w � I i t 1/4 or l 1 7/8 V I ( EXISTING JOIST W 2 x 12 D.F. / I I KITCHEN ISLAND ~ I I I P..1-14 14"T]I J — - -- PJ-Ib 16w-nl HEAD!'R(TER TO PLA00) •TRIM AS REQUIRED TO MATCH DEPTH O STINO JOIST. 2 x 6 D.F. L--------------- N 'SIMP90N'SAC AC156 N.V.6ALV GJ-b --------------� 2 x 8y0e' POST GAP '"' _ o 1 9//2-LVL 2 x 10 D.F. FIRST FLOOR FRAMING LAYOUT _ 11 7/8"LVL SCALE:1/4-1 V BASEMENT FLOOR PLAN w 2 x 12 D.F. ' • PSL BEAMS(WHERE SHOWN ON PLAN)SHALL NOT BE SUBSTITUTED WITH A BUILT-UP LVL BEAM. U _ Cam.!-g 2 x 6 D.F.SLO rv-" • ALL FRAMING MEMBERS SHOWN ARE FLUSH W/FLOOR OR ROOF PLANE(CONNECTED WITH METAL HANGERS) UNLESS OTHERWISE NOTED OR DESIGNATED AS A HEADER WHICH THEN THE MEMBER IS SE b x b P.T.POSTT BELOW THE PLANE. R 2 x 6 D.F. DATE: ------- ---- - 6/$9/20 • SOLID BRIDGING 0 MNDSPAN 2 x 8 D.F. R� RMSI NS: DOLT ANCHOR TO POST W/(2)1/2'VIA. 0% 9 1/2"L G.C.SHALL LAYOUT PLUMBING FIX-RJRES PRIOR IiALV.CARRIAGE BOLTS � R- l TO FLOOR FRAMING TO MINIMIZE THE NEED FOR w O 2 x 10 D. f, 1� JOIST HEADERS AT PLUMBING WASTE LINES. ".At- DI'NABU66 GALVANIZED PMT BADE PV'S/b'DNA.x 12'HD.6ALV.ANCHOR BOLT O I 1 7/8-L l O -- R-12 - � 2 x 12 D.F. � 3 ROOF PITCH MATCH���a INTERIOR B RING WALL POST/BEAM CONNECTION BUILT-UP 2 x CONTINUO TO FOUNDATIO WALL OR D pRIQM,ARqHITIECIIS SCALE:NONE (MINIMUM POST S L BE SEAL IN RED INK BEAM WIDTH PLUS 2 1 DWG No. 9 BUILT-UP POST ABOVE ON BEAM a L_J CEILING HEIGHT HOUGH FRAMING) A 9 FRAMING DO NOT SCALE PRINTS BNI<Stone,/219041 GENERAL NOTES 1.MUD SILLS PLATES AND ALL OTHER LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE-TREATED AGAINST DECAY IN ACCORDANCE WITH AWPA UI,(R317 OFTHE 20151Rq L ALL STEEL INCLUDING BEARING PLATES SHALL BE SHOP PRIMED AND 1�d li RECEIVE A SECOND COAT IN THE FIELD UPON COMPLETION. 0 3.TOP FLANGE OF STEEL GIRDERS TO BE FLUSH WITH TOP OF FOUNDATION 0 WALL COLUMNS TO BE STANDARD STEEL PIPE. 0 4.STEEL SHALL HAVE PREDRILLED HOLES FOR I/LTN DIA.BOLTS®TOP FLANGE M FOR 2 ROWS®24RJ.O.C. W 5.PROVIDE SOLID BRIDGING®MID-POINT OF FLOOR SPANS GREATER THAN 8 k. 4) 6.SUBFLOOR SHALL BE GLUED AND NAILED TO FLOOR JOIST W/CONTECH PL400 �> 7.PROVIDE GALVANIZED METAL JOIST HANGERS AT ALL FLUSH CONNECTIONS. 8.ALL SOLID AND BUILT-LIP WOOD POSTS SHALL BE CONTINUOUS(W/SOUD BLOCIUNG AS REQUIRED)TO FOUNDATION WALLS,PIERS,OR STEEL GIRDERS. 9.ALL EXTERIOR METAL ANCHORS,FASTENERS,BOLTS,ETC...SHALL BE HOT A, do" ' ` DRIPPED GALVANIZED(HDG)STEEL W i 10 PROVIDE 2 x FIRES TOPPING AT DROP CEILINGS AND AT ALL AREAS REQUIRED BY CODE REVIEW WITH LOCAL BUILDING OFFICIALS. // `� 11.PROVIDE HURRICANE ANCHORS AT ALL RAFTERS,SIMPSON•H25A. // 12.STEP ROOF SHEATHING BACK FROM RIDGE AS REQUIRED FOR RIDGE VENTS 13.FLOOR I-JOIST,LVL,PSL&LSL SHALL BE MANUFACTURED BY TRUS JOIST WEYERHAEUSER OR APPROVED EQUAL G.C.SHALL BE RESPONSIBLE TO SUBMIT SPECIFICATIONS FOR SUBS ITUMD MANUFACTURER TO — ARCHITECT FOR REVIEW PRIOR TO MATERIAL ORDER WALL BRACING WALL BRACING SHALL BE IN ACCORDANCE WITH METHOD CSWSP(TABLE 602.10.4)AND TABLE 602.10.3 IN COMPLIANCE ` OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. 0 • ` b � A IS .EA.911AMNS Em ; SHEATHING 0)2 x 10 HEADER VV(2)1/2"x N' SUBFLOOR: 7/8"ADVANTECH 0 \`� STEEL PLATE(F'Rl�W/RIlST WISITOW //W/(2)ROWS V2 PIA.GARRIA� WALL: 1/2"EXTERIOR GRADE PLYWOOD .� / DOLTS•Ib"OrC.. ROOF(ASPHALT): 51W EXTERIOR GRADE PLYWOOD i 40p ROOF(OTHER)- 3/4'EXTERIOR GRADE PLYWOOD ---�' --- � LEGEND I I / PRAMIN6 I�R JOIST AlQI 1/J!'Ti)TJU I (MOOR JOIST) JOIST SE tma~SWEs) 0 � I I (I 2) ."4 PTT104 P"tWT10N OP JOIST 1 .� (ItOOF STEW AW OW ''d p� I 0 A-560 SERIES I B-360 SERIES I C-230 SERIES I ..d I i TJi I-JOIST BY'aVEYERHAUSER'OR APPROVED EQUAL v L.V.L. LAMINATED VENEER LUMBER 1.9 E(Fb-2,600 PSI) O 0 I I P.S.L. PARALLEL STRAND LUMBER 2.0E(Fb-2,900 PSI) 11 mz VmIyEXISTINS MDR D.F. DIMENSIONAL FRAMING LUMBER NO. D.F.(Fb-950 PSI) 0 O I I P.T. PRESSURE TREATED LUMBER NO.1 S.Y.P.(Fb-1050 PSI) — ---------------+------------I I JOIST AND RAFTER SPACING IS l6.ON-CENTER I i ( UNLESS OTHERWISE NOTED ON THE FRAMING LAYOUT ^' j I PJ�3 5 1//2"LVLLu 2 x 6 D.F. 00 w M 1 (9)2 x b I ( JACK STUDS !'`!-1 7 1/4"LVL - ---- p(� ® Ej V QJ 1 JACK STUDS I I — w I I P""1"D 2 x 8 D.F. P"•4 as '1 © ------ — -- — --- — _ rw (3)I x 10 HEADER NV(2)_/2" aI'ST�L T1c O rJ-®1 9 1/2"TJI - � ;s ~ I'J-A 9 1/4'or 9 1/2"LVL z 0 I I I C .40 1 I I O rJ-10 2 x 10 D.F. z $ 117/8-TJI l i i/4wor I 1 7/ � ►-' x a I 11 � III 4 /�� � �_� w • �S I I I( � 3 111 ----- - - 1 '-—— I PJ-IZ2x12D.F. 1 w ----- ----- ® ----- - - ( 1 PJ-14 14-TjI 16.TJF (3)2 x 10 REM b x b P.T.POST 'TRIM AS REQUIRED TO MATCH DEPT, OF STING JOIST. C.�--J-6 2 x 6 D.F. 6�6 2 x 8 D.F. —— 0 C_ C.JaI 9 -L -- cli-E C) -�=1�, 2 x 10 o.F. ��'�- 11 7/ LVL _�71 -_- W 2 x f12F. �� 2 x .SL6PEDIL I 1 t�r R-b 2 x D TE:- ---- 6/29/20 2x . l R� A 9 RE-1'iSIONS: I/2" VL.-*CEILING FRAMING LAYOUT w R 2 x 10 kF. SCALE:1/4"-1'4r FIRST FLOOR PLAN O — - 11 7/8"kVL _ • PSL BEAMS(WHERE SHOWN ON PLAN)SHALL NOT BE SUBSTITUTED WITH A BUILT-UP LVL BEAM. 0 it-12 2 x 12 D.I\ • ALL FRAMING MEMBERS SHOWN ARE FLUSH W/FLOOR OR ROOF PLANE(CONNECTED WITH METAL HANGERS) UNLESS OTHERWISE NOTED OR DESIGNATED AS A HEADER WHICH THEN THE MEMBER IS SET BELOW THE PLANE. ' ROOF PITCH TCH Em G_ _ _R' �O • SOLID BRIDGING Q MID-SPAN INTERIOR BETA ING W L T BUILT-UP 2 x PO CO UOU DO - G.C.SHALL LAYOUT PLUMBING'FIXTURES PRIOR TO FOUNDATIO ALL O G1R ER Owauw.ARCHI1ECTS TO FLOOR FRAMING TO MINIMIZE THE NEED FOR (MINIMUM POST SI E THE SEAL w RED Irtic JOIST HEADERS AT PLUMBING WASTE LINES. BEAM WIDTH PLUS 2. DS) DWG Na BUILT-UP POST ABOVE O M �J. CEILING HEIGHT(ROUGH FRAMING) A10- Y FRAMING DO NOT SCALE PRINTS Bastone/219041 GENERAL NOTES I. PROVIDE 16 OZ COPPER SILL PAN FLASHING,AS PER DETAIL, AT ALL EXTERIOR DOOR OPENINGS. 0 2. SIDING SHALL BE CEDAR SHINGLE&MATCH EXISTING. o 3. ALL FLASHTNO(CONCEALED AND EXPOSED)SHALL BE 16 oz.COPPER. 4. TRIM SUCH AS FLAT STOCK AND MOULDING SHALL BE >1 CEDAR/AZEK OR EQUAL ^/ 5. PROVIDE*AIR&VAPOR BARRIER!WRAP BY'ORACE'AT ALL W WINDOW AND DOOR ROUGH OPENINGS AS PER DETAIL 6. EXTERIOR WALL SHEATHING SHALL BE WRAPPED WITH 'HYDROGAP'HOLISEWRAP BY BENJAMIN OBDYKE.ALL SEAMS SHALL BE TAPPED AS PER MANUFACTURERS SPECIFICATIONS. 7. PROVIDE I x COMPOSITE KICK BOARD AT EACH DOOR SILL S. PROVIDE COPPER DRIP CAP FLASHING AT ALL FRIEZES, COLUMN CAPS,WINDOW AND DOOR HEAD TRIM. ROOF MID-POINT 9. PROVIDE'AZEK-J.BLOCKS AT EXTERIOR WALLS FOR -- MOUNTING OF LANTERNS,HOSE BIBS,ELECTRICAL OUTLETS,ETC.AS PER DETAIL 10.G.C.SHALL DEVELOP PAINTING AND,OR STAINING SCHEDULE AND SPECIFICATIONS WITH OWNER.SUBMIT -- - -------- PROPOSAL AND SAMPLES AS REQUESTED. v ELEV.".20P 0 (n AVERAGE GRADE REMOVE BRICK VENEER •:� FRONT ELEVATION SCALE:1/4"-1*-W EXISTING Jj o c� z 0 0 FINISH SCHEDULE JUA W men �) Z es oo I � zt� 0 .2 w Z O't- 9 211 �� � ROOF MIDPOINT z z p z z cn e a: z FL. FL.Li U L) a 9 z x ---— - ---- ------------ --- w 0 Q g4 w Q w -- _ -- --- ---- ---- --- - w z o a D' Li --------- -------- ------- - - ----- .._.-- r \jI _ 19L_ FIRST FLOOR ELEV_100.W �• ,�`. Y�. AikELEV.".29 5/4 CI3�AR CABINS I AVERAGE GRADE XI(MATCH ESTINS) I G�4lT STUCO C rINISH I I ATE: I I I $ w 6/29/20 Ll FRONT ELEVATION ��EXIS NSi'D'"B' i r----------1 r-'l ��i a EVISIONS: i W Q w SCALE:1/4'-1'-0" PROPOSED I _----J -----��----_--- W W Q W I _-_� z z u z z z L---j /- Snap roo rmm PEEP t TO VIEMAIL4 ADS I Z z STIP OOMN HM IeCCMT s AND to N PIN TO EXISTTNS HWW FOOTINS 0 0 z V O �. w ORIORMARCH ECTS C7 0 a3 � � A SEAL w R®W (� 0 z 0 z � 0 DWG No. a 0.4 Q z O 0 Al l co 94 cn w 0 U i� ELEVATION DO NOT SCALE PRINTS I Bastone,/219041 GENERAL NOTES 1. PROVIDE 16 OZ.COPPER SILL PAN FLASHING,AS PER DETAIL, AT ALL EXTERIOR DOOR OPENINGS. 0 2. SIDING SHALL BE CEDAR SHINGLE&MATCH EXISTING. O 3. ALL FLASHING(CONCEALED AND E)aOSED)SHALL BE 16 as.COPPER. v 4. TRIM SUCH AS FLAT STOCK AND MOULDING SHALL BE >1 CEDAR/AZEK OR EQUAL S. PROVIDE"AIR&.VAPOR BARRIER"WRAP BY"GRACE"AT ALL W WINDOW AND DOOR ROUGH OPENINGS AS PER DETAIL 6. EXTERIOR WALL SHEATHING SHALL BE WRAPPED WITH "HYDROGAP"HOUSEWRAP BY BENJAMIN OBDYKE.ALL SEAMS SHALL BE TAPPED AS PER MANUFACTURERS SPECIFICATIONS 7. PROVIDE I x COMPOSITE KICK BOARD AT EACH DOOR SILL- S. PROVIDE COPPER DRIP CAP FLASHING AT ALL FRIEZES. COLUMN CAPS,WINDOW AND DOOR HEAD TRIM. 9. PROVIDE•AZW BLOCKS AT EXTERIOR WALLS FOR MOUNTING OF LANTERNS,HOSE BIBS,ELECTRICAL OUTLETS.ETC.AS PER DETAIL 10.G.C.SHALL DEVELOP PAINTING AND/OR STAINING SCHEDULE AND SPECIFICATIONS WITH OWNER.SUBMIT PROPOSAL AND SAMPLES AS REQUESTED. 0 4� � rn vJ •O cd to v b o 0 LEFF SIDE ELEVATION 0 Cd z SCALE:1 4'-FV EXISTING O O W FINISH SCHEDULE c� �N 5� w W � P 11 -• an z M 0 z 19 0 x �a 0 x a 4 °� � v z 3 3 z z 3 z 00, a z w uz xz �jjw 0 w I-a uwi Q PATCH 4 MATCH SIDING � x o a � � Qr FL. FL. z cn z - Z' to 5/4 CEDAR CASIN6 In (MATCH EXISTING) W W W N ATE: 6/29/20 a 8 \ EVISIONS: z z u zd z z z LEFT SIDE ELEVATION ' - SCALE:1/4'-1'.T PROPOSED z 1 QO u O W ARCHrFEM 0 SEAL IN RED INK A w z z a DWO No. z 0 0 0 z Al2 Ao a � � � � w C7 � V a ELEVATION DO NOT SCALE PRINTS Bastone/219041 GENERAL NOTES 1. PROVIDE 16 OZ.COPPER SILL PAN FLASHING,AS PER DETAIL, AT ALL EXTERIOR DOOR OPENINGS. 0 2. SIDING SHALL BE CEDAR SHINGLE&MATCH EXISTING. 0 sw 3. ALL FLASHING(CONCEALED AND EXPOSED)SHALL BE 16 02.COPPER. 4. TRIM SUCH AS FIAT STOCK AND MOULDING SHALL BE >, CEDAR/AZEK OR EQUAL S. PROVIDE'AIR&.VAPOR BARRIER`WRAP BY'GRACE'AT ALL WW WINDOW AND DOOR ROUGH OPENINGS AS PER DETAIL 6. EXTERIOR WALL SHEATHING SHALL BE WRAPPED WITH 'HYDROI HOUSEWRAP BY BENJAMIN OBDYKE.ALL SEAMS SHALL BE TAPPED AS PER MANUFACTURER'S SPECIFICATIONS. 7. PROVIDE I x COMPOSITE KICK BOARD AT EACH DOOR SILL 8. PROVIDE COPPER DRIP CAP FLASHING AT ALL FRIEZES. COLUMN CAPS.WINDOW AND DOOR HEAD TRIM. 9. PROVIDE'AZI?K'BLOCKS AT EXTERIOR WALLS FOR MOUNTING OF LANTERNS,HOSE BIBS,ELECTRICAL OUTLETS,ETC.AS PER DETAIL 10.G.C.SHALL DEVELOP PAINTING AND/OR STAINING SCHEDULE AND SPECIFICATIONS WITH OWNER.SUBMIT - ---.� _ -- PROPOSAL AND SAMPLES AS REQUESTED. 0 � rn v1 v REAR ELEVATION — - -------- b SCALE:1/4'-1'4* EXISTING 4e4 l uv, 0 0 Cd z od 0 a�� FINISH SCHEDULE h �w 11 co N � i� a z 0-4 Z w 0' � a 0% Z cc z a ti �9 z 3 z z z z a o� —MATCH EXISTIND TRIM - _-- —_ — Lu ua Z a -- - - - w 02 W�z w w z "aoW z � Q z z z >9.. ---- ----- - Z r-LC�p � . - - -- - - ----- --- ---- I DATE: 6/29/20 W REAR ELEVATION u o RM91-ONS: SCALE:1/4'-1'4' PROPOSED I I I I � W � � d � W 5/4 CW R CA NI s ( I I z V � z z V (MATCH EXISTINS) I I I I 10'DIA.GONG.PIER L J L J z z_ 2 :2 1, z a 0 V w �RIaI� s C� C7 Q 0 V w a FT p Di RED INK z C7 a- p DWG No. � o � a o A13 V 3 ELEVATION DO NOT SCALE PRINTS Bastone,/219041 GENERAL NOTES 1. PROVIDE 16 OZ.COPPER SILL PAN FLASHING.AS PER DETAIL, AT ALL EXTERIOR DOOR OPENINGS. 0 2. SIDING SHALL BE CEDAR SHINGLE&MATCH EXISTING. 0 3. ALL FLASHING(CONCEALED AND EXPOSED)SHALL BE 16 oz.COPPER. 4. TRIM SUCH AS FLAT STOCK AND MOULDING SHALL BE '. CEDAR/AZEK OR EQUAL. 5. PROVIDE'AIR&VAPOR BARRIER'WRAP BY'GRACE"AT ALL {•L1 WINDOW AND DOOR ROUGH OPENINGS AS PER DETAIL. 6. EXTERIOR WALL SHEATHING SHALL BE WRAPPED WITH "HYDROGAP'HOUSEWRAP BY BENJAMIN OBDYKE.ALL SEAMS SHALL BE TAPPED AS PER MANUFACTURER'S SPECIFICATIONS. 7. PROVIDE 1 a COMPOSITE KICK BOARD AT EACH DOOR SILL 8. PROVIDE COPPER DRIP CAP FLASHING AT ALL FRIEZES, COLUMN CAPS,WINDOW AND DOOR HEAD TRIM. 9. PROVIDE'AZEK'J-BLOCKS AT EXTERIOR WALLS FOR MOUNTING OF LANTERNS,HOSE BIBS,ELECTRICAL OUTLETS.ETC.AS PER DETAIL 10.G.C.SHALL DEVELOP PAINTING AND/OR STAINING SCHEDULE AND SPECIFICATIONS WITH OWNER.SUBMIT - PROPOSAL AND SAMPLES AS REQUESTED. 0 rn vJ 0 cd RIG HT SIDE ELEVATION � SCALE:1/4'-1'A' MSTINO � pw 0 c� z 0 o 0 a � FINISH SCHEDULE a v Z m U M U-0- 113 o xN �� #a o x 4 �� i� u z z z z a z o~ ~' a : 5/4 CMAR FASGIA 0 O �- -CEDAR SIDINIS a z w (MATG44 L°A"49) V C7 a E,, w 0� xz a G110AR C4 Afl , o n o F06T ca w a — � - w � x �O O � N � � Q► � z w A z z z z FL.EJ w `C� C�p �� . w �_ 4 I I f I t) TE: !29/20 f _ w V REVISIONS: ---TL-----err' cn FIN HEM FOUNDATION TO a w Q Q 4 "ISTINe� z z V a z z z V z - RIGHT SIDE ELEVATION z SCALE:1/4"-10 PROPOSED w (7 0 W z • $ z 0 Ole QSEnMRMMK 0 g z C7 Q V z p DWG No. g p .. z 0 0 a � z A14— co C4 cn w 1 0 u ELEVATION DO NOT SCALE PRINTS Bastone/219041 WINDOW & EXTERIOR DOOR SCHEDULE NOTES EGRESS GLASS EXTERIOR CASING NOTES 1. Refer to the floor plans for location of windows and doors. 0 G 2. Windows and French doors shall be ANDERSEN WINDOWS 400 SERIES. zz .. Window manufacturer shall provide complete shop drawings for review&approval. W ,a Z w A w12 a x Q C4 U F4 U A A w 3. Window&door glazing shall be insulated Northern Low-E glass with Argon gas. a 0 U MANUFACTURER UNIT NUMBER w w �>1 O ` p4 9Q w >5 U a w z 4. Windows and French doors to be factory primed. a U U _ _ x 5. Windows to be complete with screens white sash lock and white jamb hardware. QI 0 � N N N � x � a U � 1> > � UW .-� W �' •�-+ U z O w °G 6. Single stud pocket. N r, en in U U w Z ?. Double stud pocket. U A 36"x 80"x 13/4"MAHOGANY ENTRANCE DOOR&(2) 12"w.SIDELIGHTS 0.32 0.21 8. Hardware shall be complete for all doors. Owner shall select hardware and B FWG 60611 *(VERIFY HEAD HEIGHT R.O.PRIOR TO ORDERING) 0.32 0.21 finishes. 9.c P 30 AWNING(MATCH EXISTING HEIGHT) 0.29 0.29 Each pane of safety glass shall have type of glazing designation laser etched */ and visible. D 32"x 80"x 13/4"ENTRANCE DOOR 0.32 0.21 10. Exterior doors shall be selected by the Owner. 0 E AP32V 0.29 0.29 (� .0 A, F CW 335 0.32 0.21 `V c� G AW 31 0.29 0.29 v H A 335 0.31 0.28 +� J FWG 1006114 0.32 0.21 v .o0 WINDOW FALL PROTECTION < OPENING CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE b r^ 1;WJ WITH SECTIONS R312.2.1 AND R312.2.2 OF THE 2015 IRC. VJ Z0 LINTEL SCHEDULE a c� 0 L SIZE MINIMUM BEARING 44 0 LO REFER TO FRAMING LAYOUT PLAN FOR LINTEL SIZE UE EXISTING LINTEL(EXPOSE&VERIFY IN FIELD) L1 4"x 4"x 5/16"GALVANIZED STEEL ANGLE 6"(EACH SIDE) wo a L•2 6"x 4"x 3/8" GALVANIZED STEEL ANGLE 6"(EACH SIDE) 2 4 a � 1.STEEL SHALL CONFORM TO ASTM SPECIFICATIONS AJ6 FOR STRUCTURAL STEEL lm NOTES 2.STEEL ANGLE LINTEL SHALL BE HOT DIPPED GALVANIZED STEEL z 3.WIDE FLANGE STEEL BEAM LINTEL SHALL RECEIVE(2)COATS OF RUST INHIBITOR(1 SHOP COAT&1 FIELD COAT) Zi v► HEADER SCHEDULE d GZ H SIZE H-0 REFER FRAMING LAYOUT FOR HEADER SIZE H-E EXISTING HEADER(EXPOSE&VERIFY IN FIELD AS REQUIRED) H305 (3)5 1/2"L.V.L. H2O5 (2)5 1/2"L•V•I-- H109 5 1/4 "P.S.L. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT WINDOW SUBSTITUTIONS,IF ANY WHETHER BY MODEL OR MANUFACTURER H306 (3)2 x 6 D.F.L. H2O6 (2)2 x 6 D.F.L. 11 /4" "P. L. COMPLY WITH STATE BUILDING CODE FOR EGRESS AS DESIGNATED ABOVE. H307 (3)7 1/4"L.V.L H2O7 (2)7 1/4"L.V.L. H114 5 1/4" l "P.S.L. H308 (3)2 x 8 D.F.L. H208 (2)2 x 8 D.F.L. H 116 5 1/4"x P.S.I.. H309 (3)9 1/2"L.V.L. H2O9 (2)9 1/2"L.V.L. H 11 5 1/4"x P.S.L. IN, H310 (3)2 x 10 D.F.L. H210 (2)2 x 10 D.F.L. \1 RoG D TE: OQ H311 (3)11 7/8"L.V.L. H211 (2)11 7/8"L.V.L. H009 3 f/2"x 9 1 "P.S.L. 6/29/20 RE SIONS: H312 (3)2 x 12 D.F.L. H212 (2)2 x 12 D.F.L. H011 1/2"x 11 S.L. H314 (3)14"L.V.L. H214 (2)14"L.V.L. H014 3 1 2"x 14' .S.L. Ilk j ROUp�► SOiDERALL JOfNT'S �g END DAM H316 (3)16"L.V.L. H216 (2)16"L.V.L. 016 3 1/2 lb"t.S I- WALL FLANGE H318 (3)18"L.V.L. H218 (2)18"L.V.L. HO 1 I.TO SILL RAP 2.APPLY ROUGH AP ToPENIN&POLDmBs OF 3.REPEATOUGH OPENING LEAVET FOR TopOUTER DRIP EDGE D.F.L. DIMENSIONAL FRAMING LUMBER NO.2 DOUGIAS FIR(Fb-950 psi,min.) � � ��- ' TO SILL&FOLD 6 IN.DOWN. ROUGH OPENQJO&P�Lp ROUGH OPENaVG LEAVE OUTER SIDE.9XTE W L a IN.TG BACH b N.OVER SHEATHING INTEGEDGESRATION UNSTAPLED FOR FIrIVRE LV.L LAMINATED VENEER LUMBER 1.9E(1•b 2,600 psi) SIDS LAP LOWER BDOE OVER 61N.ABOVE A BELOW WiEORATIAN WITH AIR �o - `� AIR INFILTRATION BARRIER ROUGH OPENING D LLTRATION BARRIERij P.S.L PARALLELSTRAND LUMBER 2.0 E(Fb-2,900 psi) °u �M IN RED NK WINDOW&DOOR ROUGH OPENING WRAP DETAIL B WINDOW&DOOR SILL PAN DETAIL i ALL HEADERS(WINDOWS,DOORS,ETC...)WHICH CONSISTS OF 3 OR MORE STRUCTURAL MEMBERS DWG No. SCALE.NONE SCALE:NONE SHALL BE LAO BOLTED TOGETHER PER CODE WTT H TIMBER LOK OR EQUAL- NOTE:WRAP SHALL BE'AIR&VAPOR BARRIER WRAP'BY W.R.GRACE NOFTP,*SILL PAN SHALL BE 16 OZ COPPER •PAN SHALL BE INSTALLED OVER ROUGH OP8NIN0 WRAP NOTES 2.FLUSH LV.L HEADERS SHALL BE BOLTED TOGETHER AS PER MANUFACTURER'S SPECIFICATIONS. A15 3.DOUBLE JACK STUD A ROUGH OPENINGS 4 FEET AND GREATER WINDOW SCHED. 4.TRIPLE JACK STUD®ROUGH OPENINGS 8 FEET AND GREATER lBastone/219041 S.ADD ONE(1)ADDITIONAL JACK STUD AT OPENINGS WTTH POINT LOADED HEADERS GENERAL NOTES z 1 ALL ELECTRICAL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL AND NATIONAL FIRE UNDERWRITER CODES AND THE FOCAL UTILITY COMPANY. O 2.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO CHECK AND O VERIFY THAT THE EXISTING SERVICE VIM PROPERLY HANDLE THE �+ INCREASED DEMAND FROM THE PROPOSED WORK.SHOULD THE CAPACITY OF THE EXISTING SYSTEM PROVE TO BE INADEQUATE, THEN THE CONTRACTOR SHALL SUBMIT A DETAILED PROPOSAL COMPLETE WITH SPECIFICATIONS FOR UPGRADE OR REPLACEMENT. �>1 REVIEW WITH OWNER FOR APPROVAL, 3.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW AND CONFIRM ELECTRICAL LAYOUT WITH OWNER PRIOR TO START OF WORK.REVISE FIXTURE LOCATIONS IF REQUIRED,AS DIRECTED BY OWNER. 4.RECESS LIGHTING RXtURES SHALL BE SUPPLIED AND INSTALLED BY ELECTRICAL OONTRACTOR.FIXTURE SHALL BE BY*UGHTOUER" OR EQUAL AS APPROVED BY OWNER.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW LAMP OP77ONS WTTH OWNER PRIOR TO INSTALLATION.OWNER SHALL SELECT ALZAK&TRIM FINISHES. S.DECORATIVE LIGHT FIXTURES.SURFACE MOUNTED AND HANGINO FIXTURES SHALL BE SELECTED AND SUPPLIED BY OWNER FDMJRES SHALL BE INSTALLED BY THE ELECTRICAL CONTRACTOR AS PER MANUFACTURER'S SPECIFICATION. 6.SWITCHES&RECEPTACLES SHALL BEDECORA PLUS OIL APPROVED EQUAL REVIEW WITH OWNER ON THE TYPE AND 0 LOCATION OF ANY SPECIALTY SWITCHES,E.G.-DIMMERS.OWNER SHALL SELECT SWITCH AND RECEPTACLE PLATE COVER COLORS. V J ———— 7.PROVIDE GFIC RECEPTACLES IN WET OR DAMP AREAS,SUCH AS .� n' BATHROOMS,KITCHEN.ETC.AS PER LATEST EDITION OF THE Q r———— I1 ———— ————— ———— I I � STATE&NATIONAL ELECTRICAL CODE. � 8.PROVIDE DIMMER SWITCHES(REVIEW TYPE)AS REQUIRED BY I OWNER I I 9.PROVIDE TELEPHONE AND CATV JACKS THROUGHOUT,AS PER lO lD I I OWNER'S REQUIREMENTS. v I 10.PROVIDE HARDWIRED SMOKE AND CARBON MONOXIDE ALARMS WITH A BATTERY BACK-UP WHERE SHOWN ON PLANS AND AS �+ REQUIRED BY CODE.ALL ALARMS SHALL BE INTERCONNECTED SUCH THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL ,� v DEN THE ALARMS SIMULTANEOUSLY.ALARMS SHALL BE CODE APPROVED4-1 AND UL LISTED.PROVIDE A HEAT SENSOR IN THE UTILITY ROOM OR .� ADJACENT TO THE HEATING EQUIPMENT IN THE BASEMENT AND '� WIRED TO A CENTRAL ALARM SYSTEM.REVIEW WITH OWNER �!/� O O O WHETHER FIRE ALARM SYSTEM WILL BE CONNECTED TO A PRIVATE M+� SECURITY SERVICE OR THE LOCAL FIRE DEPARTMENT. e LEGEND v 01 ———— Symbol Fixture Type 0 z GFI 1 a LAUNDRY RM _ -(a ____ � �'""'e. r^'�""'• O O O O BASEMENT O p o 0 ,e�c,�-�.ee�aor�a.�«+r more c•,�w�vtr,o� r„ cSFI �� ' ——— O �muat�vorri.�rr MV►�l.wwe+ta a 7 f1d'.lsslavDiOMLJNR1L01'INfCiLT/Vw �� a 43 6 HALL 01eceNdmw voevajow amw cvveV weg `^ 8 O GFI I I .W-r W Z In BATH#3 Q PROUNNOP oorwa.OW(NWAMLE nose PW eroerrnoeW Z 8 �. a Q :2 uwo �t ELAwt i r LOW w•1rAca scoaca z ® unuTr LOW rn o I I 11 esrw�tie��nea Ada. oa.i.ee+�ocect � 5�. I I OaNsa.re LAM"ee eho•r OR ►4OUMMV) jO K*"INMAN*wr r U&M wk"" I I Q eror war(aurvoo") BED RM#4 BED RM#5 1 H H049PO a eA&V A AVJ rAMZ INMENNOD MXWW LIFT P4070MeO uw4MUOt Lerr _ �M ►k�se*rae L-----------------------------j tw^cec LJO+r c--G �- Bove OTMP L \k LMM C."4 � M ELECTRICAL FIXTURE LAYOUT In-,,,,,,�� �^�� ) JR SCALE:1/4'-P-0' BASEMENT FLOOR ,P 6/29/20 pqxrurae MrHOAPP P VAX- ) SION • CONSULT WITH OWNER AND/OR INTERIOR DESIGNER FOR SWITCH LOCATIONS AND LAYOUT tj rgXrjw SIR rfc#f`"Oft-A0"w ) •wour0 r, r ceRcar nersNt,"sa(w+cu .w,►,rae ,ers wwrePricia frricu ova__ vooie a o^?M Leereoem.w�we�DPCIiwr�,wt�.M�ry w► �►r UA-UoTW) _._..__=Te'1s,1�*A CQ�L SOPIOM NK i� w SM71ow au-6ete�rt� . It 'AM"90000 K4.00 E01 veer TOmcteno�e w""M.vu,Gr ELECTRICAL DO NOT SCALE PRINTS Bastone/219041 GENERAL NOTES 1 ALL ELECTRICAL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL AND NATIONAL FIRE UNDERWRITER CODES AND THE FOCAL UTILITY COMPANY 0 2.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO CHECK AND 0 VERIFY THAT THE EXISTING SERVICE'%1 LL PROPERLY HANDLE THE �+ INCREASED DEMAND FROM THE PROPOSED WORK.SHOULD THE CAPACITY OF THE EXISTING SYSTEM PROVE TO BE INADEQUATE, THEN THE CONTRACTOR SHALL SUBMIT A DETAILED PROPOSAL. COMPLETE WITH SPECIFICATIONS FOR UPGRADE OR REPLACEMENT. �>1 REVIEW WITH OWNER FOR APPROVAL 3.ELECTRICAL CONTRACTOR SHAH BE RESPONSIBLE TO REVIEW AND CONFIRM ELECTRICAL LAYOUT WITH OWNER PRIOR TO START OF WORK REVISE FDMJRE LOCATIONS IF REQUIRED,AS DIRECTED BY OWNER. 4.RECESS LIGHTING FIXTURES SHALL BE SUPPLIED AND INSTALLED BY ELECTRICAL CONTRACTOR.FIXTURE SHALL BE BY'LIGHTOLIEW OR EQUAL AS APPROVED BY OWNER.ELECTIUC'AL CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW LAMP OPTIONS WITH OWNER PRIOR TO INSTALLATION.OWNER SHALL SELECT ALZAK&TRIM FINISHES S.DECORATIVE LIGHT FDCRJRES,SURFACE MOUNTED AND HANGING FDaURFS SHALL BE SELECTED AND SUPPLIED BY OWNER FDMJRES SHALL BE INSTALLED BY THE ELECTRICAL CONTRACTOR AS PER MANUFACTURERS SPECIFICATION. 6.SWITCHES&RECEPTACLES SHALL BEDECORA PLUS OR 0 APPROVED EQUAL REVIEW WITH OWNER ON THE TYPE AND LOCATION OF ANY SPECIALTY SWITCHES,E.G.-DIMMERS.OWNER SHALL SELECT SWITCH AND RECEPTACLE PLATE COVER COLORS. V J 7.PROVIDE GFIC RECEPTACLES IN WET OR DAMP AREAS,SUCH AS 0 BATHROOMS,KITCHEN.ETC.AS PER LATEST EDITION OF THE •ice1 STATE&NATIONAL ELECTRICAL CODE. (d 8.PROVIDE DIMMER SWITCHES(REVIEW TYPE)AS REQUIRED BY - --- OWNER. I 9.PROVIDE TELEPHONE AND CATV JACKS THROUGHOUT,AS PER I OWNER'S REQUIREMENTS. J I 10.PROVIDE HARD-WIRED SMOKE AND CARBON MONOXIDE ALARMSr'�V I WLT H A BATTERY BACKUP WHERE SHOWN ON PLANS AND AS I REQUIRED BY CODE.ALL ALARMS SHALL BE INTERCONNECTED 11INA SUCH THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL �F4 v 14 THE ALARMS SIMULTANEOUSLY.ALARMS SHALL BE CODE APPROVED M.BED RM AND UL LISTED.PROVIDE A HEAT SENSOR IN THE UTILITY ROOM OR •� .� ADJACENT TO THE HEAT NG EQUIPMENT IN THE BASEMENT AND 'l� •� WIRED TO A CENTRAL.ALARM SYSTEM.REVIEW WITH OWNER I WHETHER FIRE ALARM SYSTEM WILL BE CONNECTED TO A PRIVATE 0 W I SECURITY SERVICE OR THE LOCAL FIRE DEPARTMENT. Q� GREAT RM LEGEND GARAGE (j) 0 Symbol Fixture Type 0 C� z ----------------------------- 0 p e�,�.L«.r� 0 0 © 0 0 o a M.BATH 8 I O �us.eo> ►�+K cue caLLa+�,,n„r„au 6F b a I I O I�Cl�!'D OOIMilMIT dd1 HbLT/� �ap �n: w' Lu N • ______ ———— — —————J— 0 eere..M vewa.r6W ara COYM ———— ————————— ———— I:L1Lu _ BATH#2 __ 0 vowa�rnr hu�T ron rer�oc+►Ttiow Z U (D . . O (� W a t t �� � II ►^�I I � �.�R� � A �s ————— t I KITCHEN I t I I Q .u.�.�«�ou+,m cauM.�jow L� z • I I FOYER � z I I lO O O lO I I MUD RM I I Q .uwca Noue�ri ecoNr"e z S I I Q U"L"y wNr 0`^ cra•r a� erPwAIda werere+awe .,-wa-oGu ►-� p� B O rwt��ereer s�P u6w M"pi"t >�*L.ANb PI�PMlm BY KI t4ft VEDIOt�To µ wer LOW(avr�odV DlCMlM M Himm or OVTLE"a POPM H �M1.o�ln W! BED RM#2 BED RM#3 A LIP T M po"c" core Leer `V== UPC4 aAdDOW L OW C�p PLUAMCEW u«R n M* DATE, 6/29/10 trrr,r.N tir rwu.��) RMSIONS6 ELECTRICAL FIXTURE LAYOUT SCALE:1/4"-P-0" FIRST FLOOR vu� 1OUR" ^us e CONSULT WITH OWNER AND/OR INTERIOR DESIGNER FOR SWITCH LOCATIONS AND LAYOUT � +� ra�+�e weca,�us e X~�w�rmvwwgwa� ! Le ft 3�l ® �wlrwe:�ry eu►Tr�er �Ntf1e�)� E(N oltlotwu�RctIRFCT's IM�AN�CG7�MTA Tj _ �1 W RED IPIIC HAAWwOMAIT�D1�rs,w er►T�tser a�usrt�� DWG No. Mf�l�GOlfiG1�.lITA?9 Q bOM1i1 PAt1�I!four UV►K� E02 V!!fr TID l�eT�afOR MV flTK.D1ArT D MO�DLe rwm EL ECIM AI. DO NOT SCALE PRINTS Bastone/219041 OFFSET DIMENSIONS ARE NOT TO BE USED FOR CONSTRUCTION. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. SLEEPY HOLLOW ROAD y CURB GUY P.O.B. �10.7' E. RAIL S. 39'-39' �(?`:'..:...: 98.38' � FENCE 9.0' E. POLE ��� 0 O, LO BLOCK CURB (TYP.) FILED MAP O37.6 GARAGE LOT # (TYP.) � w 2 � •� �,Po�C+ I o �4 � wooD � STORY SLATE & :10 FENCE */ ONE CONC. WALK H 1.2' N. wood PL gF21CK FRAME v DECK DWELLING � #400 50.6' y� Uj C/L FENCE _——— OVERHANG � W15 N �T� E FENCE� I � o � m S70RY N ``�tdC: � 1.5 � N � RESERVED FOR p STREET WIDENING SEC.—129.075 :10 � - BLK.-1 Z � WIRE FENCE n LOT-1 2 C/L FENCE Wo 01.2' S. (TAX MAP) 0.7' W. a?NCE � rn C/L FENCE N. 39'-39 -40" W. 142.99' f N/F COMMON SCHOOL DISTRICT N0. 5 J UN 1 t 2024 VILLAGE OF RYE BROOK -- S--BUILT AS - BUILT SURV 'NG DEPARTMENTiTMENTA 400 NORTH RIDGE STREET LOT 12 , BLOCK 1 , SECTION 129 . 075 RYE , WESTCHESTER COUNTY , NY Certified to: Michael Bastone and Stacey Bastone SCALE: 1 "=30' MAY. 79 2024 STEP J;N Eq L.S. UCENS �P � L� URVEYOR * 111 0.3 -f-- Map Reference : Being known as Lot 1 in Block"L" on a map AN, 1 3 entitled: "Amended Subdivision Map Section One and Section NY I 5 Two,Country Ridge Estates,Town of Rye,Westchester Co., Q N.Y."filed in the Westchester County Clerk's Office on March 201) 1957 as Map No. 10913. 53 L.S. DRAWN BY- TJH E N0.— 3053-14