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Home My WebLink AboutBP18-040PERMIT # jw* SECTION 11 TYPE OF WORK JOB LOCATION FEE DATE FOUNDATION FRAMING RGH FRAMING INSULATION �.� PLUMBING RGH PLUMBINGSPRINKLER ELECTRIC GAS _g�7► - - AS BUILT I 11w),Fjl FINAL 1kv CensFrucf hew fwd �Sl�vy ��{itJbn 3�-7• 7a/ 0`%O >7 a03 ER APPROVALS 1) '/!/' ER Expired Le ent AS-BUILTIFINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION e� (Leceived i1aDlaoa( c) 1 Z Open Permit Letter Sent l iJF, p /9 4 �pc;t�q'Q%j n c VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK Certificate of Occupoucp This is to certify that 4 d& i e f d —7 � gya)ki 7of, P , having duly filed an application on ct o El 20 requesting a Certificate of Occupancy for the premises known as, �C7�j U ro C , Rye Brook,NY, located in a �1V Zoning District and shown on the most current Tax Map as Section: ) 15. 73 Block: Lot: �CO and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. , issued 20._I,'f), such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following New York State Classifications,Use: ""3 / /e" Construction: for the following purposes: eX rT i aacyl Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the followin 5 P t ovn a Q p rova l opo QS�ft rp 3j6 p es, W r'rn 4 Q Da-o Aa-t Mo Yen,?1)�er 9, c,90 ) 7 This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made,and no enlargement, whether by extending on any side or by increasing in hei ht shall be n 1 the building be moved from one location to another until a permit to accomplish such change h ee ta' ed from Buil ;ng Inspector. Building Inspector, Village of Rye Brook: Date: JUL 1 9 2024 November 9, 2017 APPROVED 7-0 RESOLUTION GRANTING SITE PLAN APPROVAL AND STEEP SLOPES PERMIT APPROVAL FOR PROPERTY LOCATED AT 12 LINCOLN AVENUE VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS, Mr. Kenneth Bainton, property owner, submitted an application for approval of a Site Plan and Steep Slopes Work Permit, to construct a two-story addition and a second story addition to the existing home on property located at 12 Lincoln Avenue, Section 135.73, Block 1, Lot 26 as shown on the Town of Rye Tax Map, within the R-10 District and the Scenic Road Overlay District; and WHEREAS, the Planning Board is the approval authority for the application pursuant to Sections 179-2.A(2), 209-1.A(2)(a) and 209-1.B(7) of the Village Code; and WHEREAS, the Planning Board reviewed the following plans and application materials: 1. Short Environmental Assessment Form and EAF Mapper Summary Report dated July 31, 2017 2. Application for Site Plan Approval 3. Site Plan Submittal Review Checklist 4. Exterior Building Permit Application 5. Letter to the Planning Board from Kouzmanoff Bainton Architects, New York, N.Y. dated September 12, 2017 6. Topographic Property Survey, prepared by Neville V. Ramsey, Professional Land Surveyors, P.C., Bronx, N.Y., dated March 12, 2008, revised August 8, 20167 7. Architect's Plans, prepared by Kouzmanoff Bainton Architects, New York, N.Y.: Sheet Number Sheet Title Dated T-001 Plot Plan and Zoning Information 7/25/17 rev. 10/2/17 A-001 Site Survey 5/12/17 A-002 Surrounding Site Photos 5/12/17 A-003 Site Photos 5/12/17 A-006 Site Plan Coverage Analysis 9/26/17 rev. 10/27/17 A-007 Site Plan F.xzsting Trees and Removals 9/12/17 rev. 10/27/17 A-008 Site Layout and Zoning 5/12/17 rev. 10/27/17 A-009 Site Plan Existing and Removals 7/27/17 A-010 Proposed Grading and Draining Plan 7/27/17 rev. 10/27/17 A-011 Proposed Site Plan Landscape 7/27/17 rev. 11/2/17 131310816159450 11127117 -1- A-012 Existing Site Slope Ratio Plan 7/27/17 rev. 11/2/17 A-015 Proposed Site Slope Ration Plan 7/27/17 rev. 11/2/17 A-020 Height/Setback Ratio Elevation Plan 7/27/17 A-101 Foundation Construction Plan 7/27/17 rev. 10/26/17 A-102 First Floor Construction Plan 7/27/17 rev. 10/26/17 A-103 Second Floor Construction Plan 7/27/17 rev. 10/26/17 A-104 Roof Construction Plan 7/27/17 rev. 10/26/17 A-200 North and East Elevations 7/27/17 A-201 West and South Elevations 7/27/17 A-202 Building Sections 7/27/17 WHEREAS, on the Proposed Action is a Type II Action requiring no further review pursuant to the requirements of SEQRA; and WHEREAS, the Village Planning Consultant,Village Staff and the Planning Board reviewed the information, submitted comments regarding the site plan and made recommendations regarding stormwater, steep slopes and tree preservation and protection; and WHEREAS, on October 12, 2017, the Planning Board opened a public hearing on the subject application, at which time all persons interested were given an opportunity to speak on behalf of or in opposition to said application and the Planning Board closed the public hearing on November 9, 2017; and WHEREAS, the Planning Board has considered the Scenic Roads Overlay District standards set forth at Village Code §250-7.F(6), particularly in relation to the proposed additions' compatibility with the surrounding structures; and WHEREAS, the Planning Board has considered the Steep Slopes Work Permit standards set forth at Village Code § 213-6 concerning the disturbance of steep slopes in connection with the construction; and WHEREAS, the Planning Board is familiar with the site and all aspects of the project. NOW,THEREFORE, BE IT RESOLVED, that for the reasons stated herein, the Village of Rye Brook Planning Board hereby approves the Site Plan and Steep Slopes Work Permit to construct a two-story addition and a second story addition to the existing home on property located at 12 Lincoln Avenue, subject to the following conditions: 1. All tree removals must comply with the requirements of Chapter 235 of the Village Code regarding trees, and may require the planting of replacement trees, pursuant to the Chapter, as determined by the Village Engineer. The Site Plan indicates one 11- inch DBA Hemlock tree to be removed and identifies one new 2-2.5 inch caliper 131310816159450 11127117 -2- hardwood, shade tree to be planted in the rear yard as a replacement tree. Prior to the issuance of a building permit, the size, species and quantity of the replacement tree(s) is subject to review and approval by the Village Engineer. BE IT FURTHER RESOLVED, that no permits shall be issued by the Building Department until the Applicant has paid to the Village all applicable fees and professional review fees incurred in connection with review of this Application. On motion by Ms. Schoen, seconded by Mr. Morlino, the Village Attorney called the roll: Dominick Accurso,Jr. Voting AYE John Grzan Voting AYE Sal Morlino Voting AYE Amy Schoen Voting AYE Daniel Tartaglia Voting AYE Adam Zahl Voting AYE Robert Goodman, Chairman Voting AYE 131310816159450 11127117 -3- ECOVE BUILDW U'kkiRTMENT For office use onl PERMIT APR -8 2024 VILLAGE OF RYE BROOK J 1 f Q ISSUED: 938 KING STREET,RYE BROOK,NEW YORK 10573 DATE: ' VILLAGE OF RYE BROOK (914)939-0668 FEE: AID BUILDING nPPAIRT�IIENT www,rjj&rt�k.org 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 ittitiiiiiitiii#itiittiYiit##iiitiiiiiiiiiltt#iittitttiitti#tk##ifkf###ikikif#iifiifki#ffiifitkt#iti#tiiiitt#i#tttiit Rkt#f#ki Address: 12 LINCOLN AVENUE, RYE—BROOK, NY 10573 Occupancy/Use: 1-FAM Parcel ID#: 135.73-1-26 Zone: R10 Owner: KENNETH BAINTON Address: 180 CABRINI BLVD., NYC 10033 P.E./R.A. or Contractor: Kenneth Bainton ArchitectAddress: SEE AROVF Person in responsible charge: Kenneth Bainton Address: SEE ABOVE 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: Kenneth Bainton being duly swom,deposes and says that he/she resides at 180 Cabrini Blvd. Apt.101 (Print Name of Applicant) (No.and Street) in New York City in the County of New York in the State of NY that (Cityfl*own/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:$ for the construction or alteration of: ADDITION & RENOVATIONS TO EXISTING SINGLE FAMILY RESIDENCE IN ACCORDANCE WITH ASSOCIATED BUILDING PERMITS. 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 Sworn to before me this day of , 202.4 day of 20 24 SAre perty Owner Signature of Applicant Kenneth Bainton Kenneth Bainton Name of Property Owner Print Name of Applicant �� " "_ V-" 0 Notary Pu lic SHARI-MELILLO Notary Public Notary Public,State of New York No.01ME6160063 Qualified In Westchester county 2-I 8/12/2021 Commission Expires January 29,20_ �E DRC8, • 1962 BUILDING DEPARTMENT UILDING INSPECTOR ff❑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 : , ` `(D 1(-t Cy` Q, DATE: 1 L (Z`1 PERMIT#�� \ \` ` ISSUED: SECT:, OCK: ` LOT: O�r�eve �,c �- �c �Jc�s LOCATION: G' OCCUPANCY: o ❑ Violation Noted Tf3E WORK IS... PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION FINAL / ❑ OTHER �E BRC�k, cu � FO BUILDING DEPARTMENT /.❑BUILDING INSPECTOR J❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street - Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - -- ADDRESS : 1 L 4 ,��J ` + "- DATE: PERMIT# 1 ISSUED:` i SECT: _BLOC LOT: , LOCATION: ' " ti O- �� U�� rCCUPAN : ❑ Violation Noted THE WORK IS... ❑ PASSED FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION a ❑ Natural Gas 1 1 \c 1 0 ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION y, r INAL r JC v(2r n //,IF OTHER BRC�� Village of Rye Brook Public Works and Engineering Department 938 KING STREET•RYE BROOK,NY 10573 1932'� (914)939-0753 FAx(914)939-0242 INSPECTION REPORT Address: Date: Name: 'f. / >� � � Location: �� Permit#: Phone: Email: Work being Inspected: Work Inspected is: Accepted Rejected Re-Inspection Required Violation Noted Code Section Code Section: Action Taken Code Section: Action Taken 118 Erosion Sediment Pass Fail Violation 210 Storm Water Pass Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk Pass Fail Violation 213 Steep Slopes Pass Fail Violation 235 Trees Pass Fail Violation 216 Illicit Discharge Pass Fail Violation 245 Wetlands Pass Fail Violation Other: Pass Fail Violation Notes:, ze ilJ Diagram: P T Signature ��BR O� 2m . 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR loffASSISTANT 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. 1� ` ` "�1� �" DATE: PERMIT# 1�, ,�- ``� ISSUED: Z SECT: ' J"' BLOCK: LOT: 2 �.� t �' LOCATION: � l OC\ �-Fri..l (��x ►; � !�-.� �u( OCCUPANCY: � ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REiNspECTION ❑ SITE INSPECTION REQuntEn ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING [7}'INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC��. '9a2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS. ' �`—� DATE: 1'1 PERMIT# — V \V ISSUED: � 4� SECT: BLOCK: LOT: LOCATION: � � C�CIA OCCUPANCY: ? ' U ❑ VIOLATION NOTED THE WORK IS... 'op ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION �` 'c REQUIRED ❑ FOOTING 1 ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC�v� o`` tim BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : DATE: r PERMIT# ISSUED: SECT: BLOCK: LOT: -�--� LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/REINSPECTION ❑ SITE INSPECTION / REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ ,FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER E BRnV� O Zm w � . �9a2 BUILDING DEPARTMENT 0 BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ASSISTANT BUILDING INSPECTOR (914)939-0668 FAx(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - ---- - - - --- ADDRESS: 1 C L n DATE: 1\vis PERMIT# '9-V `V ISSUED: l 12 O $E(.T: BLOCK: LOT: LOCATION: .� r' �' �t y( OCCUPANCY: Z \Q� 0 VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ct)�0 SITE INSPECTION REQUIRED ❑ FOOTING d n 0 FOOTING DRAINAGE ❑ FOUNDATION 0 UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING 0 ROUGH FRAmiNG 0 INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK 0 FIRE SPRINKLER ❑ FINAL PLUMBING ❑ FINAL ❑ OTHER BRC�� O Zm w � 19312 BUILDING DEPARTMENT ❑BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ASSISTANT BUILDING INSPECTOR (914) 939-0668 FAx(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - -- - - --- - - - ADDRESS: L I DATE: 1 L PERMIT# !o y�`y ISSUED: -12(* SECT: BLOCK: LOT: LOCATION: C' , �o - OCCUPANCY: T WORK IS..I. � ACCEPTED ❑ REJECTED/REINSPECTION - ❑ VIOLATION NOTED❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FouNDATION 0 UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING 0 INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING 0 FINAL ❑ OTHER BRC�uk O Zm w � BUILDING DEPARTMENT ❑BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ASSISTANT BUILDING INSPECTOR (914)939-0668 FAx(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - ---- - ------ '(1c ADDRESS: , �J'v 1 DATE: I PERMIT# - 1v%"D: 2-�C V SECT: 13'.T$LOCK: s LOT: y -1 LOCATION: ` Ao `'L1L k OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE 4 0 FOUNDATION ._�, ` I�A fT("F>- ❑ UNDERGROUND PLUMING NOTES ON INSPECTION: ❑ ROUGH PLUMING 0 ROUGH FRAMING 0 INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK 0 FIRE SPRINKLER 0 FINAL PLUMBING 0 FINAL ❑ OTHER BRnv� o im w � 1932 BUILDING DEPARTMENT 0 BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 O ASSISTANT BUILDING INSPECTOR (914)939-0668 FAx(914)939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - --- ADDRESS: ` C) Gam" DATE: VI -y I(i. PERMIT# Q ' ISSUED: L� SECT: ' BLOCK:, LOT: LOCATION: � G c OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... i3 ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING c c"'a-) iz ❑ FOOTING DRAINAGE ❑ FOUNDATION 0 UNDERGROUND PLUMBING NOTES ON INSPECTION: ,�, ❑ ROUGH PLUMBING � '`''� 0 ROUGH FRAMING ❑ INSULATION ( t ❑ NATURAL GAS `J A 2c)< L1,2 r^� �a S� �LX � k `� '� Ck ❑ L.P. 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IF a 8 $ x W A z w A a o � , ztat t t 4 t a ED BUILDING DEPARTMENT [E E N VILLAGE OF RYE BROOK NOV - 9 2022 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 VILLAGE OF RYE BROOK BUILDING DEPARTMENT ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required Approval Date: r ` v Permit Fee: $ Approval Signature: Other: ********************************* * *** *ttothe ***************************************************** Application dated, (f"j-a?_ is hereby m e Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring,fixtures, or to perform other high or low voltage electrical work as per the detailed statement described below. By signing this document, the applicant & property owner agree that all electrical work performed will be in conformance with all applicable Federal, State,County and Local Codes. 1.Address: I of 41/VC0/N AvE SBL: 1 3 S 7'� alp Zone: �U 2.Property Owner:Krtv&4" o" t4tJdeN�etd 77 e0gi lkAQ ress: is LilvCc n' 4v& Phone#: 11"7 -1XI,2100 Cell#: email: c�t� S/4- Kt3rtr�uicN C k3h�cti lT �oryJ 3.MasterElectrician: plelf io Address: 2YSU�e0WE� SI—Oreov4vial c7—olw ✓ Lic. #: �q( Phone#: qI y-a;�7--J�_G 3 Cell#: email: TyST44beryl vf4ke -(CV Company Name: FS Et ecTe tc L1.'(-_ -Address:.2�lS wC T1—c �Poti�� (C -C I U 4.Proposed Electrical Work/Fixture Count:L1Jn�l Ple le �e LI21C17L, iZ0V07Ji4��V 1 SI -t 21 d F&e-k- V► 4v' f�ori1 E _ s7w-L w &Yy tk� �- G4�(gYU 5Mbkr C�s1 bU ( 2 3 .Nev, LvVAe�GC'0u� f rujC 7'6c t ' iZ> CP ACf ' (STcNUi .2Wh7tjio CsG e�C��r� S v[cP IU&cc1 Elec'i2tcAL To i4�ITI�..1 ��STrNG l4orrlt 5.3'Party Electrical Inspection Agency: SLV t S **R*R*RRRR*R***RR**************R*RR**RRRR!!RR*****R***RR*RRR*R*RRR***R*RRR RRRRR*****RRRRR***************R STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: ?iecU J1k-rrNU ,being duly sworn,deposes and states that he/she is the applicant above named,and does further state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the (f0\JTr'14-�-r0'R— for the legal owner and is duly authorized to make and file this application. 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 /dam 20 Signature of Property Owner Si ature of Applicant lefc) S�Tjlyo Print Name of Property Owner Print N f Applicant Notary Public No ONY M PROVENZANO otary Public,State of New York #4869239 Commission Expires September 8 STATEWIDE • NJAO Service With Integrit-y 1:1 Main Street,Fishkill, NY 12524 1 email:office@swisny.com SWIS JOBAPPLICATION tel845.202.72241 • • 1•21 SWISNY.com I SWISTraining.com Office Use Elect.Permit# Date Bldg Permit# Utility D# ��1C� 3 Final Certificate# City/Village /4 Zip l "� Township County Address.— Z `J N eC i n) Al E Cross Street Se ►y Block Lot 7 / Owner Name/Address(if different than above) - Contact Number ❑Basement 1st FI. ❑':�nd FI. ❑3rd FI. ❑More Than 3 FI. ❑Garage ❑Attic []'Outside ❑Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact Amt Amps /� Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw I Incandescent Fluorescent SERVICE Amperage Voltage 1 P 3P #Meters #Disconnect E]Uhderground ❑New ❑Reconnect ;71) Div ❑Overhead athange ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information p- L / [Cyc;�`r��//rt1=//-'�11 c r �c Ik��j Lam/` ,�1 ��a Ir/r; I (( -� -. V J Ve1 FllJ �Iv STA ;W6W 5 Y19 b�d_7 +- Cie ) N C64 C�,1 sT tic,, zoo q New F_LAC72!C ti 1 To l4c RCC�CEOdC� NOV -9 2022 VILLAGE OF RYE BROOK BUILDING DEPARTMENT This application is valid for one(1)year from the date received by SMS.This application is intended to cover the above listed items to be inspected,if at•ny time of inspection additional Items have been instalktd,you are authorized to make the inspection and adjust the fee for the additional items inspected.The applicant declares that there is no open applications for the above address with any other Inspection company.The applicant,owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Inspector Date Finalized Inspector# Company Name ` / i l(` , Date Signature Address City/State Zip Code ji ( f License# Phone# ID ' State Wide Inspection Services JAN 2 4 2024 1080 Main Street Fishkill, NY 12524 TO A S VILLAGE OF RYc BROOK 845 202-7224 Phone BUILDING DEPARTMENT 914e(a)sw sny Fax STATE WADE INSPECTION SERVICES Email: officeC�swisny.com Website: www.swisny.com Service With /ntegr/ty BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: P.S. Electrical Contracting Kenneth Bainton & Mary Broaddus 4 New Kings Street,Suite 150 12 Lincoln Avenue White Plains, NY 10604 Rye Brook, NY 10573 Located at: 12 Lincoln Avenue, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP22-276 135.73 26 Certificate Number:2022-8143 Building Permit Number: BP18-040/BP21-060 A visual inspection of the electrical system was conducted at the Residential occupancy described below.The electrical system consisting of electrical devices and wiring is located in/on the premises at: 12 Lincoln Avenue, Rye Brook, NY 10573 The First Floor&Second Floor were inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation, as set forth below, was found to be in compliance on the 27th day of December 2023. Name Quantity Rating Circuit Type First Floor Kitchen GFCI 04 Receptacles 04 Dishwasher 01 Refrigerator 01 Hood 01 Oven 01 Instant Hot Water 01 20AMP Microwave 01 Name Quantity Rating Circuit Type 111 Floor Dining Room Recessed Luminaires 02 Receptacles 06 Electric Heater 01 1'Floor Living Room Receptacles 04 Sunrooms Receptacles 08 Recessed Luminaires 06 LED Strip Lights 02 1s`Floor Bathroom GFCI 01 Toe Kick Heater w/Thermostat 01 Exhaust Fan 01 Recessed Luminaires 05 Vanity Light 01 Steam Unit 01 30AMP 1" Floor Switches 25 Exterior GFCI 08 Exterior Luminaires 12 Exterior Sconces 05 HVAC System 01 2na Floor Library Receptacles 10 Recessed Luminaires 05 LED Strip Lights 03 Bedroom Receptacles 08 Sconces 05 LED Cove Lights 04 Recessed Luminaires 02 Page 12 Name Quantity Rating Circuit Type Master Bathroom GFCI 02 Sconces 02 Recessed Luminaires 03 Toe Kick Heater w/Thermostat 01 Bathroom 2 GFCI 02 Recessed Luminaries 02 Vanity Light 01 Strip Light 01 Toe Kick Heater w/Thermostat 01 Study Receptacles 08 LED Strip Lights 05 Dryer 01 30AMP Washing Machine 01 20AMP LED Strip Lights 04 Sconces 04 Second Floor Switches 16 Smoke Detectors 03 C/O Smoke Detectors 02 Sub Panel 01 100AMP AFCI Breakers 25 15AMP AFCI Breakers 22 20AMP Service 01 200AMP Meter 01 Panel 01 Grounding and bonding of service to current codes. Officer: Frank J. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. Page 13 t i G _ N S C1 U , • C a ,23 • F x Wi a i O 06 33 W 3 o w Q co • O ri 00 cn it Ov 00 w > FBI ., w 96 z 3 a u x m IV = o CG a E o F W6 F. U 7 Wz u o .. Vf a" ': t yE [3 9 _ D V BUIL ,jk' k ,MENT VIL4, E OFR RYE �OK MAY 3 0 2019 938 ICIN ET RYE B ,NY 10573 (914)9 939-5801 VILLAGE OF RYE BROOK .or BUILDING DEPARTMENT ELECTU^ PERMIT APPLICATION Westcheste Master Electricians License Required FOR OFFICE USE ONLY Q V V EP#: I ""/ � aV Approval Date: Permit Fee: $ I l J( F o^- Approval Signature: Other: Disapproved: (fees are non-refundable) ************************************************************************************************** Application dated, ` 1-oZ7—/ of 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: (� LI NCO(A) &V e SBL: 13 5 ? "� �<o } '` Zone. 2.Property Owner: 146NA)cf-A /,71r1,,jonl ,-✓-4nam 6/O49hd).4;s: S�i'►'1� Phone#: Cell#: 3q7-?a1-Zy4 U email:ghq-Nvio,V e—K bA*ccl,it—ec,TS_Cc74 3.Master Electrician: 71tti o 54T I/JU Address: ;-L1S_ uC0We,1Z 5 / (f-AfeVwjc,4 Lic.#: '2 L4 I Phone#: Cell#: g/y-RaK-756 3 email: 7C4 S 72ubPN:I- d1:9 YA-1100 'CCVq Company Name: S C��C P_ u C Address: Graw'y 4.Proposed Electrical Work/Fixture Count: Zoo &' e CUyvt""la 40'r11V& O � lVect) ► JJIT(ou 'To 00MIf 1 6C6t�M , &Thrcum 1 Ll),rn!!Al I CwF4tr STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: pitf0 54-row) ,being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this day of 20 day gf ,20 -q Signature of Property Owner :71 ature of Applicant e-fo SAT1No Print Name of Property Owner qPr* ame of Applicant Notary Public ublic ANTH Y M.PROVENZANO Notary ublic,State of New York Qualified in Westchester Courtt�r Commission Expires September 8,�-- 7/7/17 Westchester Rockland Electrical Inspection Services, hone:914-3a p ce , Inc.I n c. DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue F x:9M3596 01 Elmsford, NY 10523 1 BU , . TEMP# DATE CITY OR)VILLAGE ZIP CODE TOWNSHIP iL i iL I STREET AD NO OR ROAD oqqqw UMBER , LrAvL-o I,IJ 4-0 If BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION BLOCK LOT / — % Z & OCCUPANT'S NAME,._ ILDI�4 P�UPANCY J<P�vti�'l 1 aN * i�1►r rc+4cNv1 S OWNER'S NAME AND ADDRESS HOME TELEPHONE NUMBER S�f"n 3 y 7 -i.'_I --?' vo 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 OUTSIDE BASEMENT U U 2-019 1r FL. 2—FL. VILLAGE OF F YE BROOK 3-FL. BUILD NG D REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: t /d o ,� 5�- ��L c u cult�n� A AccJ JiTioo o — - y-amg /. fi `71roaM Lrbrf,r AV AOPF 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❑ ADDITIONAL❑ EXPOSED❑ CONCEALED❑ MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD❑ UNDERGROUND❑ L—L] I I I I AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. NAME OF C,9MPANY DATE OF APPLICATION SIG RE OF APPLICANT i S �lPc l is LC c S a — X _ E` STREET ADDRESS TELEPHONE NO. CRY OR" ZIP.CO 4 LICENSE NO.WHEN APPLICABLE I. CN 00 cc Mob PI C4 Z C4 gun co 00 ON W Z o. Z mo 00 owl, PIN 16 0. ZA a. 16 I= ZOr 12 c BR BUIL E MENT VIL E OF RYE OK AUG 14 2018 938 KIN ET RYE B NY 10573 (914)9 939-5801 VILLAGE OF RYE BROOK org BUILDING DEPARTMENT PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP#: I F�)—Ow PP#: 8 Approval Date: _!Z__ t Permit Fee: $ Approval Signature: Other: Disapproved: (fees are non-refundable) I Application dated, f /� is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/o4emove Plumbing as per detailed statement described below.The applicant&property owner,by signing this document agree that said plumbing work will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: f,z 1n CQ n � SBL: /��//Zonee: 2.Proposed Work: P L rh 61 rt _ �s� �c�.,. r h aW 1, O -� 3.Property Owner: A(tA /3u/'1144 Address: �2 1��Co A, 4Gt-- 4-yok Phone#: Cell#: email: ,J 4.Master Plumber: q m e_5 r S 5 Address: r4rt A6-,.I_,, _f j�1 1(�(tyh 5 IV Lic.#: q� 3 Phone#: Cell#: q/y y,3�/(p y$ email: Company Name: 3 aVftA-.Q, R(-k c c S P a L-L-C— Address: INDICATE FIXTURES&LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement 1 st Floor 2nd Floor ) ) 3rd Floor / 4' Floor 5"Floor Exterior 5.* List Other Equipment/Provide Details: , Wit 4— y— le c7rl L Q hO - (I-O A' P/n I N �- /l,&�CS e f-r,-O Notarized Signatures Required Next Page i 6 I I� Nc"w yvr2�_. STATE OF NEW YORK, CQUNTY OF WESTCMSTER ) as: 1 ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Ito n +r a c 4b T for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention &Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. By signing this application,the property owner further declares that he/she has inspected the subject property,and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. i('et7ne4i-,�A;rtv, Sworn to before me this 3 Sworn to before me this `r day of 20/ day of r,'a- ,20LJ ki 4 r S' e of Property Owner Si a of Applicant f�& {}rh t s Print Name of Property Owner Print Name of Applicant tary Public Not YEON JU LEE GILBERT LOBO Notary Public-State of New York Notary Public-State of New vcrk NO.01 LE6364548 NO 0.L06293235 Qualified in New York County Qualified in Westchester My Commission Expires Sep 18,2021 My Ccmmission Expires Dec 9,2021 This application must a proper y c n its entirety and must inclu e t e notarize s]<gnature(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- 6/1/18 K O U Z M A N O F F B A l N T O N A R C H I T F. C T S January 15, 2021 Mr. Michael J. Izzo. Building & Fire Inspector, Village of Rye Brook Rye Brook, New York 10573 Re: 12 Lincoln Avenue Open Building Permit # 18-040, issued 4/12/2018; Expiration (4/12/2019) Subject: As-Built Survey Dear Mr. Izzo: Please find our as-built survey for the Subject Permit. The same survey should apply to the building addition application I filed last week. Please let me know if you need additional original copies. As previously noted we are working to close out the mechanical permit and resolve outstanding electrical inspection paperwork. The garage door is scheduled for installation in late February. Please let us know if you have any questions. Sincerely yours, Kenneth Bainton R.A., Owner/Applicant 5�atae lz �ac�Z`aK JAN 2 0 2021 347 West 36th Street, Suite 302 New York, NY 10018 t:212-290-8616 www.kbarchitects.com �n� E { o= a LL 0 8 . N ,O • LL °d fi n \` zj j8N q RC`-Fa m m n d s s m� o ¢ a mm 2 U <nw❑❑❑❑❑a° goTC a4Cn :)nnn nCTT oTnj t4C '.J�V �Cy It t .I Lt YY VV`L VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook, N.Y. 10573 ADMINISTRATOR Paul S. Rosenberg (914)939-0668 Fax (914) 939-5801 Christopher J. Bradbury www.rvebrook.orn TRUSTEES BUILDING&FIRE Susan R. Epstein INSPECTOR Stephanie J. Fischer Michael J. luo David M. Heiser Jason A. Klein January 6, 2020 Via I"Class Certified Mail Kenneth Bainton & Mary Broaddus 12 Lincoln Avenue Rye Brook, New York 10573 Re: 12 Lincoln Avenue, Rye Brook. New York 10573 Parcel ID#: 135.73-1-26 Building Permit#18-040 Issued: 4/12/2018 - Expiration Date: 4/12/2019 Extension granted to Date: 10/12/2019 Dear Property Owner, It has come to the attention of the Building Department that your Building Permit listed above has not been closed out in accordance with Village Code, and has been expired since 10/12/2019. Please note that there is a non-waivable expired permit fee of$500.00 now due in connection with your expired permit. Please be advised that it is a violation of Village Code to fail to close out a permit,and that a court summons could be issued and fines may be imposed on the permit holder and/or property owner for failure to apply for and obtain a Certificate of Occupancy(C/O)or Certificate of Compliance(C/C), in accordance with Village Code section 250-10A. Please note that Temporary C/Os& C/Cs are available in accordance with Village Code section 250-10B should you require more time to perform whatever work remains in order to complete your project. Thank you for your attention in this matter,and please feel free to contact this office should you require any further information. Michael J. Izzo Building& Fire Inspector mizzo_iyebrook.org /ec cc: Steven E. Fews, Assistant Building Inspector 0 oO o cv 0 o wl otch ,o 0 N O O WN. f -v :t m o m FU o m x o r o ° 3 o > a� o m m r-3co 41) � y o Y c cd Z CO W Cm Y m M Q+ Y R m E m N a • Q • e war ac e w w w w w p m a z _ o LL LL •moo ( pp E E On 00 m ❑❑❑❑❑ o o m ;m U �n a .»H 46 cn Kn U f LCC anne rrnnl nTnc emni lU 4�J Jv V I.�YVtV�i ,1(A 1 VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook, N.Y. 10573 ADMINISTRATOR Paul S. Rosenberg (914)939-0668 Fax (914) 939-5801 Christopher J. Bradbury www.ryebrook.org TRUSTEES BUILDING&FIRE Susan R. Epstein INSPECTOR David M. Heiser Michael J. Izzo Jason A. Klein Jeffrey B. Rednick January 8, 2019 Via I"Class Certified Mail Kenneth Bainton & Mary Broaddus 12 Lincoln Avenue Rye Brook,New York 10573 Re: 12 Lincoln Avenue, Rye Brook. New York 10573 Notice of$500.00 Fee for Expired Permits Open Building Permit#18-040 Issued: 4/12/2018 -Expiration Date:4/12/2019 Dear Property Owner, Please allow this letter to serve as a reminder that your open permit(s)noted above, as is the case with all Building Permits issued by the Building Department must be closed out with a Certificate of Occupancy or Certificate of Compliance in accordance with §250-10.A. of the Code of the Village of Rye Brook. Building Permits have a life of twelve (12) months and the expiration date is noted on the front of the permit. Please be advised that should you fail to properly close out your permit(s) in accordance with the law, effective November 1, 2009 the Village will be imposing a $500.00 Administrative Fee in connection with all open expired Building Permits issued after January 1, 2003. Please note that this Administrative Fee applies to each individual permit and must be remitted in addition to any other required fees associated with closing the permit(s),as well as any court imposed fines should a summons(es)be issued. Thank you for your attention in this matter, and please feel free to contact this office should you require any further information. Michael J. Izzo Building&Fire Inspector m izzo(&jXebrook.org /ec cc: Steven E. Fews, Assistant Building Inspector C) CL LU �� i r� r4 CID C Ln o n-i -0 Ln c > z C3 ED Cl cu PQ ci M m Ln 0 CO z uj C� U. cc o C) Lij Mike Izzo From: Mike Izzo Sent: Monday, April 01, 2019 1:14 PM To: 'Kenneth Bainton' Cc: Tara Gerardi; emerson couto; Liz Caruso; Steven Fews Subject: RE: 12 Lincoln Ave. Open Permit Notice Attachments: 12LincolnAve_DOB-LTR_20190329.pdf Dear Mr. Bainton, Thank you for your informative letter requesting a modest extension to your open permit. Village Code authorizes me to grant up to two(2), six(6) month extensions to a permit in cases of good cause. As such, I am pleased to inform you that your request is approved, and that the new permit expiration date is, October 12, 2019. Please arrange for all work to be completed and successfully inspected, and for all paperwork and fees to be remitted to the Village such to facilitate the issuance of the Certificate of Occupancy on or before that date. Thank you. lffi Rh G U, Izzo Building&Fire Inspector Village of Rye Brook, NY Phone—(914) 939-0668 Fax—(914) 939-5801 mizzo@ryebrook.org From: Kenneth Bainton [mailto:kbainton@kbarchitects.com] Sent: Monday, April 01, 2019 11:19 AM To: Mike Izzo<Mlzzo@ryebrook.org> Cc:Tara Gerardi<tgerardi@ryebrook.org>; emerson couto<ciemerl3@hotmail.com> Subject: Re: Open Permit Notice Dear Mr. Izzo, Please find attached request for Permit Extension to complete project at 12 Lincoln Avenue. Please let me know if you have any questions or concerns. Please also advise if an original of this letter is additionally required. Best regards, Ken Bainton On Wed, Mar 20, 2019 at 11:10 AM Tara Gerardi <tgerardigryebrook.org>wrote: Good morning Mr. Bainton, 1 This was mailed to you, but returned by the post office, please provide a mailing address. Tara TARA A. GERARDI SECRETARY — PLANNING BOARD, ZONING BOARD OF APPEALS & ARCHITECTURAL REVIEW BOARD VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK, NEW YORK 10573 OFFICE (91 4) 939-0668 FAX (91 4) 939-5801 PLEASE NOTE OUR NEW ADDRESS KENNETH BAINTON K O U Z M A N O F F _ B A I N T O N \RCN I T R C T % 347 West 36th Street,Suite 302 New York,NY 10018 o:212 290 8616 c:347 721 2400 This message may contain privileged and confidential information intended solely for the use of the addresses(s) named above. Any disclosure, distribution, copying or use of the information by others is strictly prohibited. If you have received this message in error please notify the sender and immediately reply and delete the original message. 2 K O U Z M AN OF F B A I N T O N A R C 11 1 T E C T S March 29, 2019 Mr. Michael J. Izzo. Building & Fire Inspector, Village of Rye Brook Rye Brook, New York 10573 Re: 12 Lincoln Avenue Open Building Permit # 18-040, issued 4/12/2018; Expiration (4/12/2019) Subject: Request for 6 month Time Extension of Building Permit to Complete Project Dear Mr. Izzo We hereby request an extension of our Building Permit as required to complete the permitted addition at 12 Lincoln Avenue. At this time we have completed framing and sheathing of the addition. However, due to the erratic severity of the winter we have had difficulties where the addition and the existing house join. The openness and lack of insulation in the existing structure, combined with the various openings that were required to structurally integrate the addition with the new structure made it difficult to maintain the existing hot water heating system in working order while making modifications to existing piping runs. We have had a significant hot water radiation pipe burst and have had difficulty maintaining the existing boiler circulators clean & fully operational due to needed temporary disconnections while maintaining heat required to keep the plumbing piping functional during extended periods of sub-freezing temperatures. At that point we had to seal off the interior building connections as best as possible and wait out the winter. This action in turn prevented us from being able to install rough services to the addition that all have to pass through and be coordinated through this structural connection. These events have also caused us to revise our heating design in the addition from hot water to forced hot air, causing further delay. Additionally we were not initially aware that a framing inspection necessarily included all MEP roughing trades and so misjudged our schedule in this area. If we are granted a 6 month extension we will be able to complete all the roughing within 1-1/2 to 2 months, by which time both new and old portions of the house will be fully enclosed. This should allow the interior to be completed in another 1-2 months, leaving 2 months to complete inspections and punch list items that may be required to obtain a Certificate of Occupancy. We humbly request your consideration and the consideration of the Village in this matter. Please let us know if you have any questions. Sincerely yours, or Kenneth Bainton R.A., Applicant 347 West 36th Street, Suite 302 New York, NY 10018 t:212-290-8616 www.kborchitects.com n WE Bun, MENT `f r _ ,1n� VI E OF RYE OK �`''1 8 KING ET RYE BR NY 10573 AUG - 2017 L (914)9 39-5801 vik_l,ac,E— rJ— F k , _�-� OF RYE BROOK / I L .,,zClOk< VILLAGE pUBLICWORKS ek.o �i l� fl! ��. �. c f7'T vll=" pEpf.OF -----._._-- FOR OFFICE USE ONLY: BOT Approval Date: PB Approval Date: BOT Disapproval Date: PB Disapproval Date: Attach Resolution Hereto: BOT[ ] PB[ ] ZBA[ ] Chairman: —R . e— SITE PLAN FEE: '� �� __DATE PAID: 1 I-1 ENVIRONMENTAL FEE: e� �� DATE PAID: OTHER: *********************************************************************************************************** APPLICATION FOR SITE PLAN APPROVAL Submission of this application does not assure placement on any Planning Board Agenda.The Applicant will be notified of such placement. This application references but is not limited to the following sections of the Code of the Village of Rye Brook;§250 ZONING,§209 SITE PLAN REVIEW,§235 TREES,§107 DEMOLITION OF BUILDINGS,§224 SWIMMING POOLS,§121 EXCAVATION&TOPSOIL REMOVAL,§118 EROSION&SEDIMENT CONTROL,§213 STEEP SLOPES PROTECTION,§219 SUBDIVISION OF LAND, §250-40 NOTIFICATION REQUIREMENTS.Applicants and their Design Professionals are strongly advised to review the above mentioned code sections online at,www.ryebrook.org prior to completing and/or submitting this application. APPLICATION FEE SCHEDULE: Residential Dwellings- $325,plus$200 per additional dwelling unit. Non-Residential Buildings - $475 plus $30 per parking space. Planned Unit Development-$575 per acre PUD Amendment- $300 Site Plan Amendment- $575 Wetlands&Watercourse- $1,150 Consultant Review(Escrow)Fee: Minimum fee$250-maximum fee$2,500,to be determined by the Village Engineer. Application fees are non-refundable.The applicant's Escrow Account must have a positive balance at all times prior to any Consultant,Attorney,or Village review. Escrow Fees and Site Plan Fees must be paid on separate checks made pgvable to the Village of Rye Brook. *********************************************************************************************************** 1. Site Address: l Z �� l� Parcel ID#: . Zone: I d 2. Property Owner: Address: t 19D C -6j?_l1Q \ g�� E-Mail: t �0 t� (a )•Cgs Tel.#: �'Z 42 , 7 Z1 . Other: ?J Z Z�j fJ goo / 3 3. Applicant: Address: E-Mail: Tel.#: Other: 4. Design Professional: �� Address: E-Mai 1: Tel.#: Other: 5. Designate to whom correspondence is to be sent: `>A-Lt� Note:If applicant is a"Contract Vendee",please attach a copy of the contract summary with financial and confidential terns deleted. REVISED 8/10/15 6. Street which property abuts: l�N C-�U v 7�� o E_ 7. Does property connect directly into State or County highway?�NO ( )YES: 8. Is site within 500 feet of Village Boundary?KNO ( )YES if yes note all bordering municipalities: 9. Total area of site: 7.2,'j�j Area of site activity: 1 4'`j-7 _azi�), I; 10. Site coverage: 7i_5_ %; Building coverage: 117 % 11. Existing building size: New/additional building size: g 4 S 12. Existing parking spaces: New parking spaces: Z 13. Nature of proposed activity: K&AAIr,t&' e_ tcZ:r_ �C, eaRn� eAptf�-tA5— C7z2�t CX/ 0X t,3/ Please note that this application must include the notarized signature(s) of the legal owner(s) of the above-mentioned property, in the space provided below. Any application not bearing the legal property owner's notarized signature(s) shall be deemed null and void, and will be returned to the applicant. ***xxxx��******x��x>rxxxxxxxxxx******x�rF�>x>��xxxxx*�*******xx�xxxxx�xxxx��x�xxxxKxF��xxxxxxxxxxxx�***xx STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention &Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this day of ' " l v. , 20 day of , 20 Notary Pu i Notary Public Signatu6bf Property Owner Signature of Applicant Print Name of Property Owner Print Name of Applicant SHARI MELILLO Notary Public,State of New York No.01 ME6160063 Qualified in Westchester County to Commission Expires January 29.20-V.._ F REVISED 8/10/15 VILL OF RYE BROOK 938 King S t,Rye Brook,N.Y. 10573 (914)93 F x(914)939-5801 k.or, 193 SITE PLAN SUBMITTAL REVIEW CHECKLIST This form shall serve as a checklist for site plan submittal and review by the Village of Rye Brook. The use of this plan review checklist by the applicant is to ensure compliance with the technical provisions of§209 of the Code of the Village of Rye Brook entitled, Site Plan Review, pertaining to preliminary and final plan preparation. The Village Code is available on the Village Website at: www.ryebrook.org Prior to the appearance before ANY meeting or hearing of the Planning Board,the applicant must comply with all Notification Requirements of Code Section 250-40. SITE PLAN SUBMITTAL SHALL INCLUDE: 1. APPLICATIONS. Completed and signed including correspondences. 2. CHECKLIST. Completed and signed. 3. PLANS. Signed, Sealed& Dated. Fifteen paper(15) copies or twenty(20)copies when Board of Trustees approval is required and one (1) electronic version. One (1) record set with original signatures, dates and seals may be provided and submitted with fourteen (14) copies or nineteen (19) copies that clearly indicate the signatures, dates, and seals shown on the record set. 4. FEES: All application fees and Environmental fee. A separate check for filing fee and Environmental fee. 5. Environmental Assessment Form. Form available on the NYS DEC website. 6. Electronic Copy. Complete copy of all plans and shall be submitted electronically at time of submission. 7. Notarized Affidavit of Sign Posting& Mail Notification. I, L ,ar(� (Applicant's signature)have read the Notification Requirements of Code Section 250-40 and will provide notification as required. IDENTIFICATION OF APPLICANT(S): �,A 1 Identification of Applicant: t 2A N I[5> IZ-A_ Applicant: Address: ! f� I��. �7� 7i( l� � 7 10CP.3 Tel. #: Z4 L 2-q0 15& 1 Fax: ?4 L?f O f p?/¢ E-Mail: K iAWT, �� {'l t'1✓�Zi,C Project Name: JZ�C I7&-Are-f—r- dA�15 C7ZlNJ Project Address: 1 2- AJ'&!�)-I/YJ Current Property Owner: o Z'F 63 L/Lf T8-e� Address: 1, �jO CA- J24A-) 4 1 O( Tel. #: 3 4:1 Fax: E-Mail: &k1A11_0W—kr7, Al))i IDENTIFICATION OF PROPERTY: Identifying Title: Tax Designation: Section: �3J�� -73 - Block: l Lot: 2� Zoning District: Street which property abuts: �I�1 CeCi \� �(� — Plan Submission Date: $ ' L- 1 Site Plan Checklist Page 1 of 7 Project Address l 2- L.Wce tq Avf . Y N NA PLAN REQUIREMENTS O O)( 15-20 copies of plans prepared and signed by a registered Land Surveyor,Engineer or Architect. O O One(1)electronic copy of all submitted plans. O O Topographic Survey stamped by New York State Land Surveyor with license number and seal. XO O Topographic survey scale of one(1)inch per twenty(20)feet or larger. O O Section, block and lot numbers of the property taken from the latest tax records along with a copy of the most recent property card on file with the Town of Rye Tax Assessor's office. O O X Name of the proposed subdivision plan. X00 Name and address of the owner of record. O O Name and address of the applicant. O O X Deed reference(s). XO O Names, addresses and signature of every Engineer, Architect, Land Surveyor or Soil Scientist whose professional seal appears on any site plan submitted to the Board. 00 North arrow and scale. O O Location map at the minimum scale of 1"equals 1,000 feet. gO O Area of all lots,in square feet. X00 Engineering notes on plans as stated in application packages. O O X Copies of all existing and proposed deed restrictions or covenants applying to the property, including, but not limited to, covenants and agreements restricting the use and establishing future ownership and maintenance responsibilities for all private roads,recreation,and open space areas. O O)( Any prior land use approvals with respect to the subject property. XO O Date the plans were first drafted. Any revision(s)made to any of the sheets first submitted are to be so noted in the revision block. The revision block is to be placed on the originals of the revised sheets. Additional paper copies are to be made& submitted for the Planning Board&Building Dept.to replace those sheets previously submitted. XO O Other existing site improvements,including,but not limited to,fences,landscape or retaining walls,landscaping & screening. rX O O Location of all buildings and structures on the premises and approximate location of all neighboring buildings or structures within 100 feet of the lot line. X00 Fees paid to The Village of Rye Brook Building Department. O O )( Any revisions to plans shall be identified with a revision cloud and numbered revision triangle Y N NA ABUTTING PROPERTY INFORMA TION XO O The names and addresses of all abutting property owners within 250 ft as indicated in the Municipal records. O O Zoning and use of abutting properties noted on plans. O O Shape,size,height and location of existing buildings and driveways within one hundred(100)feet of the site. XO O Location and description of existing easements within one hundred(100)feet of the site. 00 )( Location of existing private or public trails within one hundred(100)feet of the site. Xi O O Location of existing roads,scenic roads and/or driveways within two hundred(200)feet of the site. O Location of proposed parkland. If none state nearest recreation facility O lU�r( Location of existing septic system leach fields within two hundred(200)feet of the site. KO O Locations,dimensions,grades and flow direction of existing sewers,culverts,waterlines as well as other underground utilities within and adjacent to the property. Site Plan Checklist Page 2 of 7 Project Address I Zi U tJ Cc L10j AVF, O O� The location of all existing watercourses,intermittent streams,wetland areas and springs,consistent with the definitions set forth in Chapter 245,Wetlands and Watercourses,of the Code of the Village of Rye Brook. V N NA PROPOSED SITE PLAN INFORMATION XO O Sufficient, acceptable information to readily determine the location, bearing, and length of every street line, lot line, and property boundary line. O O Location of all building setback lines. XO O Topographic data at a minimum contour interval of 2'-0"increments,showing existing and proposed contours on the property and extending a minimum of 25 feet into all adjacent properties. XO O The location and characteristics of the different areas of vegetation, including the identification of all individual trees 12 or more inches in diameter at breast height("DBH"),protected trees of any size,as well as stands of trees and wooded areas, within areas of proposed disturbance, consistent with the provisions of Chapter 235, Trees, of the Code of the Village of Rye Brook. XO O Location and proposed development of all buffer areas,including existing vegetative cover. Ox 00 Location and description of any zoning district and municipal boundaries including a zoning compliance chart for the existing and proposed lots. O O Shape,size,height and location of all existing and proposed buildings. O O Location and description of any existing and proposed easements. O O Location and dimensions of all existing and proposed streets,driveways,sidewalks,parking spaces,bicycle parking, loading areas and other facilities associated with the proposed use. 00 Y Identification of the location and amount of building area proposed for retail sales or similar commercial activity. .90 O Location of existing and proposed utilities(water,sewer,gas,electrical,telephone,oil tank etc.). O OK Design and location of all existing and proposed wells,septic tanks and leach field systems,or methods of waste water disposal. XK O Location,type and size of all existing and proposed landscaping and screening including fences and walls. O X Location,size and proposed screening of outdoor storage areas,if any. X00 Location, design and construction material of all existing or proposed site improvements, including drains, culverts, retaining walls,landscape walls and fences. O O)( Exterior lighting plan and proposed signs to be located on site,including sign orientation,size,height,and elevation view. X00 Storm drainage plan and plans for snow removal and storage. O O X Pedestrian and automobile circulation plan. O O)( Construction drawings for pavements,walks,steps,curbing,drainage&other structures associated with the proposed use. X00 Erosion and sedimentation control plan,including installation details of proposed control measures,directive construction notations and a schedule for the installation and maintenance of proposed control measure. XO O Description of measures planned to assure proper erosion and sedimentation control in accordance with the requirements of Chapter 118 entitled"Erosion and Sediment Control,"of the Code of the Village of Rye Brook. O)( O Drawing and computation for storm water detention design for a 25-year storm in accordance with the Westchester County Best Management Practices XO O Rock outcroppings and areas of steep slope consistent with the definitions set forth in Chapter 213,Steep Slope Protection, of the Code of the Village of Rye Brook. O )( Location of any common lands and/or public lands. O)(O Phasing or an estimated project construction schedule. O O)l( Supporting documents,including deeds,maintenance,condominium agreements,etc. Site Plan Checklist Page 3 of 7 Project Address l?t, LA V J , O Location of proposed construction or area of disturbance and its relationship to any property line, easement, building, AO structure, road, wall, fence, sewage disposal system, well, wetland feature or tree exceeding six inches in diameter KO measured at a height of four feet from the ground O Estimate of earthwork showing the quantity of any material to be imported to and/or removed from the site including a chart with the number/species and size of any trees to be removed. O O Location and size of areas of soils by soil types in the area of proposed disturbance and to a distance of 100 feet surrounding the area of disturbance. 00 Cross sections of steep slope areas. 00 Retaining walls or like constructions,with details of construction. O 0 )( Approximate boundaries of any areas subject to flooding or stormwater overflows, including areas of special flood hazard and coastal high-hazard areas, consistent with the definitions set forth in Chapter 130, Flood Damage Prevention, of the Code of the Village of Rye Brook.Approximate Wetlands and wetland buffer boundaries shall be clearly delineated. O O Location of fire and other emergency zones,including the location of fire hydrants. O 0 Studies to include,but not necessarily limited to: environmental impact analysis,wildlife,traffic,stormwater management,recreation,public service,fiscal impact,visual impact and historic significance documentation,or a written request to waive the submission requirements for these studies. O O X Amount of any bonds required. O O X Amount of excavated material to be removed from site,if any. Y N NA OTHER(as applicable) 00 Record of application for and approval status of all necessary permits from state and county officials and local utility companies. 00 Identification of any federal,state or county permits required for the project's execution,including project referrals, if any,&environmental review procedures mandated by Article 8,Environmental Quality Review,of the Environmental Conservation Law(SEQRA). 000 Any other information felt necessary by the Planning Board to allow the Board to proceed with consideration&to make an informed decision. DEVELOPMENT REVIEW CHECKLIST WESTCHESTER COUNTY PLANNING BOARD Notice to Applicants/Developers: At some point during the development review process your project may be referred to the Westchester County Planning Board for review and comment in accordance with state and county laws that require local planning boards, zoning boards of appeals and governing bodies to refer certain development applications to the County Planning Board. Referral to the County Planning Board may not occur until your project has progressed well along through the design process. Since the Planning Board's comments may impact project design,this checklist is provided to encourage early consideration of these areas of concern by applicants to avoid project changes later. For information on the County Planning Board review process and to access an electronic copy of this checklist, go online to www.westchestergov.com/planningreferrals or contact Lukas Herbert at lah5@westchestergov.com. I. COUNTY PLANNING BOARD POLICIES: Written policies underlie all recommendations of the County Planning Board. Westchester 2025-Context for County and Municipal Planning and Policies to Guide County Planning,adopted by the County Planning Board on 5/6/08,amended 115110,can be found at ww.westchestergov.com/2025. ❑Westchester 2025: Policies should be reviewed to determine how they relate to the development proposal. II.IMPACTS TO COUNTY FACILITIES AND SERVICES: The County Planning Board coordinates the review of development projects with Westchester County departments to identify and address potential impacts on County services and infrastructure.In some situations,permits and approvals may be required that could change project design. Site Plan Checklist Page 4 of 7 Project Address ❑ Map of County Facilities: Review the State& County Roads and Parks map (which also includes county channel lines)to identify proximity to County facilities at: www.westchestergov.com/planningdocs/pdfnaps/countystateroadsparks.pdf. Other useful map links for information about environmental features, septic/sewer map, county sewer districts map, etc can be found at: www.westchestergov.com/maps ❑ COUNTY ROAD: Applications for development on sites that abut a County road must be submitted for review by the County Department of Public Works. Information and forms can be found at: www.westchestergov.com/dpw/bidgperm.htm. Former County Roads do not need review by the Department of Public Works,but will still likely trigger a review by the County Planning Board. ❑ COUNTY CHANNEL LINES: Applications for development on sites within 100 feet of a designated County Channel Line require a stream control permit from the County Department of Public Works. Information and forms can be found at: www.westchestergov.com/dpwibldgperm.htm ❑ COUNTY PARK: New construction & land alteration projects adjacent to County parks are expected to address screening& buffer of new uses from the park, as appropriate. Stormwater should not drain from a developed site onto a County park without acceptable quantity and quality controls.County parks are designated as Critical Environmental Areas. ❑ SEWAGE TREATMENT AT COUNTY TREATMENT PLANT: Local municipalities are required to reduce and eliminate inflow and infiltration(I&I)into the sanitary sewage systems tributary to County treatment plants.New development will be expected to reduce I&I in relation to generation of new flow at a ratio of three to one. This requirement must be discussed with local officials. ❑BEE-LINE BUS SERVICE: Bee-Line bus stops serving a development site should be identified on plans or noted if located off-site. If a bus stop is located along the site's frontage, the applicant should contact the County Department of Transportation to discuss impacts and the need for improvements. Safe and separate pedestrian access should be provided to link a bus stop and sidewalk with building entrances. Information on County bus service and design guidelines can be found at: westchestergov.com/tran sportation/images/Bus%20Service%2OGuidelines.pdf ❑FAIR AND AFFORDABLE HOUSING: Many municipalities require inclusion of fair & affordable units in new developments. Financial assistance to achieve fair & affordable housing development is available through Westchester County & other sources. Applications that include new residential units to be affirmatively marketed& sold or rented subject to fair& affordable housing provisions should be tied to Westchester County guidelines on affordability including income guidelines of eligible households that can be found at: http://homes.westchestergov.com/. If County funding is sought to develop fair & affordable housing,the County Board of Legislators must be included as an involved agency under SEQR. ❑RECYCLING: New buildings must contain a designated area of sufficient size for separation and storage of recyclables and trash. Building expansions should also include sufficient space for separation and storage of recyclables. For more information about County recycling requirements go to: www.westchestergov.com/environment_recycling.htm ❑STORM SEWER SYSTEM: Any connections to a County storm sewer line will require a permit from the Department of Public Works in accordance with the County Illicit Discharge Detection and Elimination (IDDE) law. Information & forms can be found at: www.westchestergov.com/dpw/bidgperm.httn Non-stormwater discharges to the County storm sewer system are prohibited. III.DEVELOPMENT STANDARDS The County Planning Board's land use policies focus attention on several aspects of development that may have intermunicipal and quality of life impacts.The list below includes areas most frequently commented on by the County Planning Board. ❑WATER: All development plans should include sufficient provisions for stormwater management, water quality measures and mitigation of flooding. ❑Plans should identify the major drainage basin or watershed the site is located in (Croton River, Upper Hudson River, Lower Hudson, Upper Long Island Sound, Bronx River and Lower Long Island Sound). An interactive map with watershed boundaries can be found at www.westchestergov.corn/planning/maps&iists/drainbasinsI Ix17.html ❑Watershed plans have been developed for several of the County's watersheds - the Croton, Indian Brook-Croton Gorge, Bronx River & Long Island Sound watersheds - that include specific recommendations that apply to development projects. See recommendations in watershed plans at:planning.westchestergov.com/index.php?option=com_content&task=view&id= 1231& Itemid=2204 Site Plan Checklist Page 5 of 7 Project Address 1 Z LLW C&i�j AV&. ❑Development that involves filling, creation of impervious surfaces or buildings and substantive loss of natural vegetation in a floodplain or flood prone area should be avoided. ❑Above ground,vegetated retention/detention basins or devices are preferred because they perform better,are easier to inspect and maintain and provide additional environmental benefits over subsurface structural devices. Any such treatments should not be constructed within wetlands or buffer areas around wetlands. ❑The development should treat and retain as much stormwater on-site as possible, particularly when the site is located in a drainage basin with known flooding problems. A Construction Stormwater Toolbox with tools and sources of technical information related to the construction activities and stormwater management best practices is available from the New York State Department of Environmental Conservation at: www.dec.ny.gov/chemical/8694.htmi ❑New development should include protection of aquatic resources. For more information about protection of aquatic resourc-es& buffer areas,go to:planning.westchestergov.com/index.php?option=com_content&task=view&id=1491&Itemid=2458 ❑Impervious cover should be minimized. Permeable paving surfaces should be used where feasible. Vegetative rain gardens should be used, particularly in areas of overland or channelized stormwater flow, to improve stormwater quality and reduce runoff volume. For more information,go to: www.westchestergov.com/stormwater ❑Buildings along coastlines and low lying area should consider the impacts of sea level rise. Specific consideration is required of potential impacts to surface and subsurface drinking water supplies. ❑ SITE LAYOUT. Aesthetic design,building orientation and community character should be considered in the site layout and building appearance. ❑In most locations,buildings should face the street and have pedestrian access from the street. ❑Commercial buildings should be located near the front street line with the majority of parking located in the rear of the building. Even gas stations and convenience stores should be upfront in a landscaped setting with parking,pumps and canopy toward the rear. ❑Buildings should be of pedestrian-scale when seen from the sidewalk. El Building facades should contribute to and enhance the character of the community. ❑Driveway and pathway connections should be provided to adjacent sites when possible and crosseasements provided. ❑ STREETS.Street design should reduce unwarranted paving and promote connectivity. ❑New streets should connect with adjacent streets wherever feasible to prevent the proliferation of dead-end streets and promote neighborhood integration. ❑Connections could be vehicular or pedestrian/bicycle only,where appropriate. ❑Street widths should be minimized for streets with low traffic volume to reduce speeds and impervious surfaces. Lane widths of 12 feet are only appropriate for major roadways. El Driveway widths should be no more than 9 feet to reduce impervious surfaces. ❑Permeable paving surfaces should be used where feasible. ❑ GREEN TECHNOLOGY.New development should include as many green building elements as possible,such as:renewable building materials,energy efficient heating/cooling systems and fixtures,water saving devices,green roofs and permeable paving surfaces. Information can be obtained from the U.S.Green Building Council at: www.usgbc.org. ❑ LANDSCAPING AND LIGHTING.The site improvements should enhance community character. Site Plan Checklist Page 6 of 7 Project Address Z Wes+a LtJ A —. ❑ Landscaping should consist of native plant species appropriate for the location. Invasive plant species should be prohibited. Invasive plant information available at: www.westchestergov.com/planning/environmental/Reports/invasivePlantsBrochO8.pdf ❑ Pollutant tolerant plantings should effectively shield parking,loading areas and refuse collection sites. ❑ Site lighting should be provided at the lowest safe levels and lowest heights,avoiding all spillage off site. ❑ PEDESTRIANS.Safe,convenient and ADA accessible pedestrian access is provided. ❑ A sidewalk should be provided along the site frontage along each street. ❑ Direct pedestrian connections should be made from the front of the building to the sidewalk.Pedestrian crossings of drive-ways& parking lots should be minimized or avoided. If they must be provided,painted crosswalks should be provided through parking lots. ❑ ADA accessibility must be provided. ❑ BICYCLISTS. Provisions for bicyclists should be incorporated into project design. ❑ Bicycle parking should be provided in commercial and residential developments.Guidelines can be found at: www.apbp.org/resource/resmgr/publ ication s/bicycle_parking_guidel ines.pdf ❑ If near a trailway or bicycle route,extra consideration should be given to bicycle accessibility such as bike lanes on internal roadways,bicycle parking and other amenities. ❑ Drive-thru lanes at uses such as banks and fast-food restaurants should also be accessible for bicycles. Waiver:Upon finding by the Building Inspector, Village Engineer, Planning Board or Board of Trustees that, due to the particular character or limited nature of development or change in use or to special conditions peculiar to a site,the submission of a final site plan,or certain portions of information normally required as part of the site development plan, is inappropriate or unnecessary or that strict compliance with said submission requirements will cause extraordinary and unnecessary hardship, such official or Board may waive such submission requirements wherever, in the opinion of such official or Board, such waiver will be consistent with the goal of promoting the public health, safety and general welfare of the community. The findings for granting such waiver shall become a part of the public record. Any waiver request must be made in writing,and include sufficient detailed information for the appropriate authority to make an informed decision. Design Professional's Certification of Completion of Checklist I have fully reviewed the Village of Rye Brook's requirements and certify this application to be a complete submission. I understand that an incomplete plat or incomplete checklist shall be deemed an incomplete submission and shall be returned to the applicant upon determination of such by the appropriate authority. Name(Print) `\ ARC ti n Signature �_ Y ,. Date `1%#,4*n eal Site Plan Checklist Page 7 of 7 Short Environmental Assessment Fo Part I - Project Information At.,J - i_Q1 Instructions for Completing VILLAGE OF RYE BROOK DEPq OF PUBLIC WORKS Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information KENNETH BAINTON,OWNER Name of Action or Project: RESIDENCE ADDITION Project Location(describe,and attach a location map): 12 LINCOLN AVENUE,RYE BROOK,NY Brief Description of Proposed Action: REMOVE EXISTING 60 YEAR OLD CARPORT. PROVIDE NEW 2-CAR GARAGE/CARPORT WITH 2-BEDROOM ADDITION TO EXISTING RESIDENCE AT SECOND FLOOR LEVEL. Name of Applicant or Sponsor: Telephone: 347.721-2400 KENNETH BAINTON E-Mail: kbainton@kbarchitects.com Address: 535 8TH AVENUE,SUITE 21N City/PO: State: Zip Code: NEW YORK NY 10018 1.Does the proposed action only involve the legislative adoption of a plan, local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ✓❑ El may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: ❑ ❑ 3.a.Total acreage of the site of the proposed action? 0.39 acres b.Total acreage to be physically disturbed? 0.035 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.39 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban El Rural(non-agriculture) ❑Industrial ❑Commercial ®Residential(suburban) El Forest ❑Agriculture ❑Aquatic mother(specify): HOTEL ❑Parkland Page 1 of 3 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ❑ ✓❑ ❑ b.Consistent with the adopted comprehensive plan? ❑ ❑ ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ ❑✓ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: ✓❑ ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES ✓❑ ❑ b.Are public transportation service(s)available at or near the site of the proposed action? ❑✓ ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ✓❑ ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ PROPOSED MODULAR ADDITION WILL COMPLY WITH NYSECC REQUIREMENTS El 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ✓❑ ❑ EXISTING RESIDENCE WATER SUPPLY TO BE EXTENDED TO ADDITION 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ ✓❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? ✓❑ ❑ b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline ❑Forest ❑Agricultural/grasslands 0 Early mid-successional ❑ Wetland ❑Urban ®Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 0 ❑ 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ Z a.Will storm water discharges flow to adjacent properties? m NO [:]YES b.Will storm water discharges be directed to established conveyance systems runoff and storm drains)? If Yes,briefly describe: NO AYES Page 2 of 3 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ❑ ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: I AFFIRM THAT THE INFORMATION PRO ED OV IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: KENNETH BAINTON Date: 7/31/2017 Signature: KENNETH BAINTON PRINT FORM Page 3 of 3 EAF Mapper Summary Report Monday, July 31, 2017 5:09 PM Disclaimer: The EAF Mapper is a screening tool intended to assist 1 35.65_1-8� 135.65-1 7 135.66-1`-16 I. 135.66-1�F' project sponsors and reviewing agencies in preparing an environmental r - , 135 66 1-17�_1$5-66 j;2' assessment form(EAF).Not all questions asked in the EAF are 135.65-1-27 135.65 1 8 �.'' 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PrwlnN• - --435"73-1�3 T—T � Bri,HERE,DeLame, USGS, c,tevtland 135.73- -31135.73-1-29_Tnterrftep,INCREMENT P.NRCan,Esri 135.73-1-34 �1�35 l I -1 1�—� d�41k,%IETI,EsriChina Hong Kong),Esri Prtt�urgh Scrrces: rt, E. 1357S1-39 1 135.73-1-28 {(brea-Esri;Thailerd),tviapmylndie.NGCC. Cdurnbus DeL�,IntermaF �135.73-1 411 31.73-it-42---�e 13&DpEd6treettvlap ccrtributors,and the GIS INCREMENT'R NRCan,Esri 13 73-1I-40 135.73-1-27 �{41,Fjzrnmurity rcimaf YYa AETI,Esri China (Hong i J Part 1 /Question 7 [Critical Environmental No Area] Part 1 /Question 12a [National Register of No Historic Places] Part 1 /Question 12b [Archeological Sites] No Part 1 /Question 13a [Wetlands or Other No Regulated Waterbodies] Part 1 /Question 15 [Threatened or No Endangered Animal] Part 1 /Question 16 [100 Year Flood Plain] No Part 1 /Question 20 [Remediation Site] No Short Environmental Assessment Form - EAF Mapper Summary Report ) �c v 1 VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook, N.Y. 10573 ADMINISTRATOR Paul S. Rosenberg (914)939-0668 Fax(914) 939-5801 Christopher J. Bradbury www.ryebrook.org TRUSTEES BUILDING 6 FIRE Susan R. Epstein INSPECTOR David M. Heiser Michael J. Izzo Jason A. Klein Jeffrey B. Rednick March 21, 2019 Owner: Mr. Kenneth Bainton 180 Cabrini Boulevard Apt. 101 New York, New York 10033 Re: ZBA Review Fee Escrow Account,$301.25 Due— 12 Lincoln Avenue Dear Mr. Bainton: On September 7. 2016 a deposit was made by your check number 4325 in the amount of $1.000.00 towards your escrow account for your application to the Zoning Board of Appeals related to your building permit application review and ultimate approval. Building Department records indicate that the professional fees incurred over the course of the Zoning Board's review of your application total $1,301.25. As such your project escrow account has a negative balance of $301.25, which must be brought up to date. Please submit payment to the Village the sum of$301.25 in order to close your open Zoning Escrow Account. Please note that the Building Department will be unable to issue any Certificate of Occupancy or Certificate of Compliance for your project unless your escrow account is brought up to date. The applicable section of Village Code requiring payment of professional fees by the applicant is included on the next page for your review and convenience. Thank you for your anticipated cooperation. Sincerely. Mic ae J. Izzo Buil re Inspector mizzoCa Cyebrook.org /tg cc: Laurence Simmons,Jr. Accountant. Treasures Office Page I of 2 §47-2. Escrow accounts. [Amended 1-24-2006 by L.L. No. 2-2006] A At the time of submission of any application to the Village for site plan, special permit, or subdivision and at the discretion of the Village for permits sought in conjunction with an erosion and sediment control permit in accordance with Chapter 118 Flood Damage Prevention in accordance with Chapter 130 a steep slopes work permit in accordance with Chapter 213 and a permit to perform regulated activity in a wetland in accordance with Chapter 245, or a tree removal appeal, or in connection with any other application when the Village deems it necessary to retain a consultant regarding the application, the applicant shall submit a separate check in an amount to be determined by the Village Administrator or Village Engineer. but not less than$250 nor more than 52.500. to be used to establish an escrow account. from which withdrawals shall be made to reimburse the Village for the costs of professional review services B The applicant shall be provided with copies of any Village voucher for such services as they are submitted to the Village. C The applicant shall be required. from time to time.to deliver additional funds to the Village for deposit in the escrow account if such additional funds are required to pay for professional consultation services rendered to the Village or anticipated to be rendered D If such account is not replenished within 30 days after the applicant is notified in writing, of the requirement for such additional deposit, the reviewing Board may suspend its review of the application. An application shall be deemed incomplete if any amount shall be outstanding E In the event that any application before any Board or department is withdrawn prior to any actions being taken, the applicant is nevertheless responsible for any expenses incurred by the Village with regard to said application prior to such withdrawal F Escrow funds may be refunded to the applicant only when the applicant formally withdraws the application from consideration by the permitting authority or when the applicant receives a final determination from the permitting authority: in either case, all reimbursable charges incurred by the Village shall be first deducted from the escrow account leaving an unencumbered balance that is not required by the permitting authority to pay consulting costs attributable to the application Fees collected in accordance with the Village Code shall not be refunded However, if the applicant is indebted to the Village for any fees, the amount of money still owed shall be added to the real property village tax of the property and shall become a lien against the property if not paid within 30 days of written demand G. A building permit or certificate of occupancy or use shall not be issued unless all professional review fees charged in connection with the applicant's project have been reimbursed to the Village. H. The imposition of escrow account fees are in addition to. and not in place of,other fee schedules currently in force Page 2 of 2 November 1, 2017 From: Kenneth Bainton 12 Lincoln Ave Rye Brook NY, 10573 RE: Affidavit TO WHOM IT MAY CONCERN: i I hereby submit this affidavit to confirm that per Chapter 250-40 of the Village of Rye Brook Code that sign notice has been posted for the November 9t" Hearing of the Planning Board regarding Notice of a hearing for the review of a Site Plan and Steep Slopes Permit Application submitted by homeowner Kenneth Bainton for the removal of an existing carport and deck, and to construct a new two-story addition, at property located at 12 Lincoln Avenue, Rye Brook NY. Respectfully, YEON JU LEE 've'ary public-State of New York Zenneth N0.01LE6364548 Qualified in New York County My Commission Expires Sep 18,2021 Bainton R.A., Applicant -rihed and swum to before me l u:_ day of o et /, �C Notary lio ,I Rosemarie D'Ascoli From: Michal Nowak Sent: Monday, September 25, 2017 4:24 PM To: Marilyn Mohamed;Jennifer Gray; Rosemarie D'Ascoli Subject: FW: Emailing: 12 Lincoln Avenue.Site Plan.FPC memo.9.8.17.pdf, 12 LincolnAvenue.Site PIan.PH Resolution.9.14.17.pdf Attachments: 12Lincoin-Exist-Plan-sitelOEnew A-006-SITE PLAN - AREAS_20170925.pdf From: Kenneth Bainton [mai Ito:kbai nton(a)kba rch itects.com] Sent: Monday, September 25, 2017 4:12 PM To: Michal Nowak Subject: Re: Emailing: 12 Lincoln Avenue.Site Plan.FPC memo.9.8.17.pdf, 12 LincolnAvenue.Site Plan.PH Resolution.9.14.17.pdf Dear Mr. Nowak, Please find attached an additional plan that analyses the areas for 12 Lincoln Avenue. Rather than identifying multiple small areas I have shown, isolated on the upper left, the existing impervious in the affected area and on the upper right,the proposed impervious in the affected area. Even including an additional apron for the carport we are less than 400 SF net additional. (*please see totals on upper right). I know you mentioned that the hatch is confusing and therefore I will redo the plans showing the outline of each area with a wider line. I have included areas under cover as impervious, both for the existing and proposed calculations. Please let me know if I am headed in the right direction or if I am missing something. Thanks very much, All best, Ken Bainton On Tue, Sep 12, 2017 at 4:27 PM, Michal Nowak<MNowak(c)ryebrook.org>wrote: Please see attached memo Michal I Nowak Superintendent of Public Works Village Engineer ISA Arborist Village of Rye Brook 938 King Street Rye Brook,NY 10573 P: 914-939-0753 x 2965 F: 914-939-5801 "Public Works-The heartbeat of this Village" i 1 Building Permit Check List&Zoning Analysis Address: L Z L L IIJ C,g t-� SBL. L'2 6 Zone:kZ-l 'D Use: Ito ConstType:-QS Other. e-AS to r Submittal Date k 1 Z l Revisions Submittal Dates: f 1 t Z o L 1 �- ' Applicant: l Nature of Work 1ZEt,•c ay I Reviews:ZBA: - WR 2 4 2017 PB: BOT: Other. NEED OK ( ) FEES:Filing. 7 BP: �' ° C/O: Legalization: APP: Date Stamped: ✓ Properly Signed ✓ SBL Verified. H.O.A.Approval• (✓S ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening: ( ) ( ) ENVIRO:Long Short: Fees: N/A: (✓� ( ) SITE PLAN:Topo: Site Protection S/W Mgmt: Tree Plan: Other. SURVEY:Dated 1 t (,:� Current: ArchivaL• Sealed Unacceptable: ( ) (-ULANS:Date Stamped ✓ Sealed Copies Electronic: ✓ Other. Workers Comp: Liability Comp.Waiver. Other. (v)r"CODE 753#: Dated N/A: (� ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit; N/A Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit: N/A Other. (� ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit: H.W.I.C.:_Battery:_Other: 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. ( ) ( ) 20I6 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. GARB mtg.date: 17- Z o approvaL• notes: ( )ZBA mtg.date: approvaL• notes: (-jPB mtg.date: approvaL t l 4 t notes: REQUIRED EXISITNG PROPOSED NOTES APPlTY99 2018 Area: 1 rJ Iz l 7, I r'p — Circle: 7.'•/ !.9>J FronLaga 6, Front: Front: Ch- Sides: to 2S K td Z Rear. Ich Main Cor dd-7- Accs.Cov. 3 Z Ft.H Sb: .Jt'c> •3S Sd.H Sb: _Tq0 4(--;7 Ok GFA: 3k$ �> - 4'o 67- Tott jmD: 5J�`t'L 3 S o o '� Z l Q6- Ft.Im : kS' Z- - Al Pam: 71 Z Q Hecht/Stories: notes: N_ y� S s % i sir M ti AtLZ Fo z r3 M z E n 1 �- �n N s1 cL +- vLl a7 A/L_ �-M� ► Z t f� BUILD MENT D �� /� VIL E OF RY, OK `'/ 938 KING �" ET RYE BR NY 10573 (914)9 39-5801 APR 1 2 2017 w ot� VILLAGE OF RYE BROOK ARCHITECTURAL REVIEW BOARD CHECK LIST FOR APPLICANTS This form must be completed and signed by the applicant of record and a copy shall be submitted to the Building Department prior to attending the ARB meeting. Applicants failing to submit a copy of this check list will be removed from the ARB agenda. Job Address: (?— .h) ah! � Phone# .34-77 • 7704 - Z4©p Parcel ID#: l 7-?:• 7 3. ( ,74- . Zone: 12 Date of Submission: 9 12 , Z Proposed Improvement(Describe in detail): M.OnljLhct2, APPLICANT CHECK LIST: 1, n The following items must be submitted to the Building Department with the application-no exceptions. 1. (►fCompleted Application 2. (.Three(3)sets of sealed plans. (one full size Imaximum Property Owner: allowable plan size=36"x 42") and two 1 I"x 17") Address: F10 CA�&{2,t/1J 3. (✓T, ree(3)copies of the property survey. 4. (, ,Three(3)copies of the proposed site plan. Phone# 2 (2 —7,!F;,( , fa4- 5. ( )One electronic/disc copy of the complete Applicant appearing before the Board: application materials. 6. (."Filing Fee. br 6 .OJ7D"� 7. ( )Any supporting documentation. Address: 8. ( )HOA approval letter. (ifapplicable) e7 9. ( )Photographs. Phone# F - Z , ' 10.( )Samples of finishes/color chart. (a sample board or Architect/Engineer: fwoe? model may be presented the night of the meeting) By signature below, the owner/applicant acknowledges that he/she has read the complete Building Permit Instructions&Procedures, and that their application is complete in all respects. The Board of Review reserves the right to refuse to hear any application not meeting the requirements contained herein. Sworn to before me this Sworn to before me this day of V� 20Aa day of 20 1--g-ture o operty Owner Signature of Applicant P int Name of Property Owner Print Name of Applicant Notary Public Notary Public SHARI MELILLO Notary Public,State of New York No.01 ME6160063 Qualified In Westchester County Commission Expires January 29.204 12/8/2016 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, December 20, 2017 NAME&LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 177 N. Ridge St 6Ft High Stockade Fence- Consent 4507 (Lavollo) Rear(Legalization)& 3ft Agenda High Open Picket-Side 285 Neuton Ave Replace Failing Rail Road Consent 4508 (Montagnese) Tie Walls @ Driveway With Agenda Willow Stone Block 110 S. Ridge St New Front Door @ Vanilla Consent 4509 (Win-Ridge) Sky Store Entrance Agenda 11 Talcott Road Rear Yard Stone Retaining 4510 (Frieder) Wall, Elevated Deck & Patio 22 Milestone Rd Roof Mounted Solar Array 4522 (Mohapatra) 12 Lincoln Ave Remove Existing Carport& 4511 (Bainton) Elevated Deck,And Construct 2nd Story Addition 6 Berkley Drive(So Revisions To Prior Approved 4512 &Kelley) Application. 124 Country Ridge Enclose Front Porch,New 4513 Dr(Brookman) Portico, Roof, Siding& Windows 1100 King St(SC Temporary Non-Illuminated 4514 Rye Brook Partners 2 Sided Real Estate Sign LLC) 31 Woodland Dr Amendment To Prior 4515 (Coren) Approved Application 3 Winding Wood Rd 2nd Fl Addition; Convert 4516 (Pohlman) Garage To Living Space, New Roof And Siding 34 Hillandale Rd Amendment To Prior 4517 ML ,CBS MR SF JM MI AC SE (Schiz) Approved Plans 12 Elm Hill Drive Demo Rear 1 Story Addition. 4518 (Yellon) New 1 Story Addition,New Dormers, Reconfigure Roof, New Deck&Patio ML CS MR SF JM MI AC SE Check List For Release of Building Permits Address: L) n C o ) n 0 y`e ! Owner/Applicant: -toy-) Phone Ws: Dates Attempted To Contact Owner/ Applicant: Comments: 419 Comments:t)M ,ed 11C Of a (( Comments: NEED: (vo ilding Permit Fee $ ow E tion ( ) Fire Sprinkler Plans (2) ( ) Fire Sprinkler Application ( ) Fire Sprinkler Permit Fee ( ) Estimated Cost $ ( ) SWO Fee $ ( ) Legalization Fee $ (i ther A r,1 ,l 7 Tara 0 Tara Gerardi From: Tara Gerardi Sent: Tuesday, February 27, 2018 10:52 AM To: kbainton@kbarchitects.com Subject: Building Permit Application - 12 Lincoln Avenue The building permit application has been approved by the Building Inspector, before I can issue the building permit the following items must be submitted to our office, 1. General contractor's contact name & phone number. 2. Copy of Westchester County Home Improvement License. 3. Liability insurance (the Village Of Rye Brook must be the certificate holder) 4. Workers compensation on a NY State Board form (C105-2 or U26.3) 5. Contractor must call Dig Safe NY and get a 10 digit ticket number. 6. Building permit fee $3000.00 (due at the time of pick up) 7. Planning Board escrow balance of$780.00 must be paid prior to the issuance of a building permit. TARA A. GERARDI SENIOR OFFICE ASSISTANT, OFFICE MANAGER VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK, NEW YORK 10573 OFFICE (914) 939-0668 FAx (914) 939-5801 Ig Ilk !t0)> ci _ O � r Q : LT. - 4-4 o n» Itri tacs)> Coo O co» I w U LU N y 00 do Z i .f O Q F 0 I (o) U Z ¢ M v "ACKQ O w LL O y W 0Ix V ° C r n -_ CW7 LL 04 ?sedan 1�e _�7 Z. _ w v > r_ _w ` : a a. U 4. L u U ) co A . . . c i.5 1 MAN , . 0-._�_, gip: :�p� Q yf �D. _ ;r • DATE(MMIDD/YYYY) ACOR" CERTIFICATE OF LIABILITY INSURANCE 1111`k � 04/10/2018 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 polioy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME MSA Service Center Agents Advantage Inc CL SC PHONE (g66)676-3854 FAX (866)332 4776 A/C No Ex1. AIC No MSA Service Center E-MAIL ADDRESS: servlCecenter®msagroup.com PO Box 2006 INSURER(S)AFFORDING COVERAGE NAIC M Keene NH 03431 INSURERA: Main Street America Assurance 29939 INSURED INSURER B: NGM Insurance Co. 14788 Ciemer General Contractor LLC INSURER C: 92 Edison Ave INSURER D INSURER E Fairfield CT 068254200 INSURER F COVERAGES CERTIFICATE NUMBER: 18-19 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE 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 AUDLISUBRI LICY EFF POLICY XP LTR TYPE OF INSURANCE IN SD POLICY NUMBER MMIDDlYYYY MM/DDIYYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 CLAIMS-MADE OCCUR PREMISES Ea occurrence S 500,000 MED EXP(Any one person) S 10,000 A MPU6096J 02/03/2018 02/03/2019 PERSONALSADVINJURY S 1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE S 2,000,000 POLICY PRO PRODUCTS-COMP/OPAGG S JECT LOC 2,000,000 OTHER S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S 1,000,000 Ea accident ANYAUTO BODILY INJURY(Per person) $ B OWNED I SCHEDULED B1 U6096J 02/03/2018 02/03/2019 BODILY INJURY(Per accident) S AUTOS ONLY AUTOS HIRED NON-OWNED ROPER o AMAGE AUTOS ONLY AUTOS ONLY Per a d S Uninsured motorist S 1,000,000 UMBRELLA LIAR ..... ,••..y.......... OCCUR EACH OCCURRENCE $ 3,000,000 B EXCESS UAB CLAIMS-MADE CUU6096J 02/03/2018 02/03/2019 AGGREGATE s 3.000,000 DED I X RETENTION$ 10,000 S WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? ❑ NIA E.L.EACH ACCIDENT S (Mandatory in NH)If y s,describe under E.L.DISEASE-EA EMPLOYEE S e DESCRIPTION OF OPERATIONS below E L.DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Job Site 12 Lincoln Ave CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Village of Rye Brook ACCORDANCE WITH THE POLICY PROVISIONS. 938 King Street AUTHORIZED REPRESENTATIVE / Rye Brook NY 10573 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD rNE K Workers' STATE Compensation Board CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Ia.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured (203)280-2189 Ciemer General Contractor LLC 92 Edison Ave lc.NYS Unemployment Insurance Employer Fairfield,CT 06825-4200 Registration Number of Insured Work Location of Insured (Only required if coverage is specifically limited to certain locations in New York State, i.e., a Id.Federal Employer Identification Number of Insured Wrap-Up Policy) or Social Security Number 260155258 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) NGM Insurance Co. Village of Rye Brook 3b.Policy Number of entity listed in box"la" 938 King Street WCU6096J Rye Brook,NY 10573 3c. Policy effective period 3/26/2018 to 3/26/2019 3d. The Proprietor,Partners or Executive Officers are ❑ included. (Only check box if all partners/officers included) ® all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "Y' insures the business referenced above in box "la" for workers' compensation under the New York State Workers' Compensation Law. (To use this form, New York (NY) must be listed under Item 3A on the INFORMATION PAGE of the workers' compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"T'. Will the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period? ® YES ❑ NO This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend,extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Joel Helle Approved by: April 11,2018 (Date) Title: Operati s Mana ergICS Telephone Number of authorized representative or licensed agent of insurance carrier: (866)676-3854 Please Note:Onh,insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2(9-15) www.wcb.statemy.us Tara Gerardi From: Mike Izzo Sent: Tuesday, April 10, 2018 12:17 PM To: Tara Gerardi Subject: FW: Message from Dig Safely New York,Inc. (DSNY) From: sadasupport@ufpo.or Sent: Tuesday, April 10, 2018 12:16:46 PM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from Dig Safely New York, Inc. (DSNY) ****REGULAR**** DIG REQUEST from DSNY for: VIL RYE BROOK Taken: 04/10/2018 12:06 To: VIL RYE BROOK PRIMARY Transmitted: 04/10/2018 12:16 00004 Ticket: 04108-196-031-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK /V Addr: From: 12 To: Name: LINCOLN AVE Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: LOCATE ENTIRE FRONT AND RIGHT SIDES OF PROPERTY, AS FACING FROM STREET NearSt: WESTCHESTER AVE Means of Excavation: MINI EXCAVATOR, BACKHOE Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: NEW GARAGE, RETAINING WALL Duration: Depth of excavation: 42 INCHES Site dimensions: Length 60 FEET Width 24 FEET Start Date and Time: 04/24/2018 07:00 Must Start By: 05/08/2018 ------------------------------------------------------------------------------ Contact Name: EMERSON COUTO Company: CIEMER GENERAL CONTRACTOR LLC Addrl: 92 EDISCON AVE Addr2: City: FAIRFIELD State: CT Zip: 06825 Phone: 203-280-2189 Fax: Email: CIEMERI3@HOTMAIL.COM Field Contact: EMERSON Working for: HOMEOWNER ------------------------------------------------------------------------------ Comments: CALLER STATES AREA WILL BE MARKED IN WHITE 1 Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED RCN NY COM SUEZ WTR WESTCHESTER BELL-VALHALLA/HDSN VLY BELL-VALHALLA/WSCHSTR VIL RYE BROOK WESTCHESTER COUNTY/ SEW z Now — fo meTly Mots Cervani& egos dYo/ton Lof 20 tw sr..0 n"a'9R.ii >7750' /V 8074'TO"E s-ae' ew eras O O 3 0 € o 3 � e s p x h u, ,OS Zf! tN„OI,bZ.OB S Lot 18 a M— on fo me y 4 Oe/beTt Sta/ey @ �o �gv h C I Building Survey prepared for Kenneth Ba➢nton S. Mary Broaddus it the Villcge of Rye Brook Towr of Rye Westchester County, N ,Y_ Sccle 1"=20' Aug. 30, 2016 a wh.ns of concrete pavement.nd dstonces to PL odded Sepf.B,2016. IBUIELMINIDE, TAe premises bing Lt 19 0 shorn on.mop en 950 ,"Nap of P,ye Brook Torn of r�26, 1950 and f%d Fed 21, 1950 as County C/erk Mop Mo. 1004. 'II'II�+II'I'sEPta2oisAGE OF RVE BROOKstreet...and the,r eneronenmen� ,r on t ore hat ehorn hereon. ARTMENT y ex U utho...d o/teiahans o oddt ens too y p is o vio/ol'on of section 116-611—on 2, of tAe New)'olk Sf.te Educ.bbn Low. " "Only copies a!the orig/n.l survey mo ked with fhe/.nd sunn's.inked on embossed considered o true and-kd ropy "Ce�Yc.tons in—Md hereon sgnify thot tN'su wos p pored in acro Wince with fhe r(ty,��_ /W On�f7.�p�F. [JF xisbhg code of procbce for L.nd Su' .dgted by the New Yok SY.te Associ.b- Profession./Land Sur ors. S.id ce f—bbns shot/run to the pe !or whom Fhe s y .s pry d—/y,and—his beh.tf t Me Tit/e Compony,gavernmenlo/oge...and/endhg hstifubon/sled hereon, .nd to the.seignees of the/endhg,hstifuf on,CERTLFLCAT/ONS ARE NOT TRANSFERABLE TU AOD/T10NAL/NSMVMN5 OR MRSEOt/ENT O#NERS. 76 MomP/oneCk A✓enuE Copynpht(f 2016 Word Cop——Engineers,/nc A//Rghfs Res. White P/ohs, KY 70601 Job # 52357 File # E:\49034\dwg\52357.dwg Now or formerly Marc Cervoni m egon H'Wfon Lz+t 20 �o_N 8074'10"E - ii �0000, 4W p33 �'N osss' xvn o-_ t N� fi W C € L i o � � 09 ilz r_ca rr-e.` s_aa/f ..ros rL1„O[,bZ.08 S Aiow _r forme y R � Oe/.5erz'Ste/ey"� g o 0 O h� ey cf Property prepared for Kenneth Bainton Fs Mary BroacdcliL s in the \T'illage of Rye Brook Town of Rye Westchester ^aunty, N .Y. Scale- 1"=20' Aug. 30, 2016 E/evahons of concrete pavemen!and dsfc^ces ro PL added Sept 6 20/6. _ Survey Brought to dare e F2 2011 and✓ury IB,201y Finv/Sun y Oe<ember 16,2020. Su y brought to dote March IA 2024 The prem/ses being Lot 19 as shwas on a mop endl/ed"Mop of Rye brook, Town of Rye' II�LIILJIIl v doted✓onuory 26, 1950 and filed Feb.J>, —a as County Clerk Mop No. 7GNJ4. APR 17 20A J VILLAGE OF RYE DROOK BUILDING DEPARTMENT suesur~ocs stzotures and the/eneroochmenrs if apr ex/sC are nor shown hereon. � . "Unaufhonied o/ferot ons o odd.Nons ro n rv/mop:s o do/ut on of secr�bn T209, sub-drvrsion 2, If the New rl k State Educal Las Cow. p'be of theded a tr e yd o ddrowFY the 1 nd surveyor's inked ar embossed 'Cerf lcolions cndceted hereon s'gnify that fhrs sus✓ey w s porod in o cordoxe with xirf hg of pracb<e f r Lond Sury odopred by the New York Stote Associ the P of ssiona/Land Sv yorx Said centificotions shall n✓n to person for th,whom the su y e� is prepa ed only, and on hs behalf fo the/:t/e(ompo y gavemmentol agency and lendng vjeia/�m�q q_G ✓>Lc. rhrKfufian Asted hereon, d Co the or gnees of Me/endnq/nslrYub'on CERT/F/�T/ONS / o ARE NOT TR4NSFER4BLE TO AOD/1lONFL/NST/IUTIONS OR S(/BSEPI/ENT OWNERS. 76 Momo��neck Avenue Copy ght('c,)20/6-2020-202a W rd Coroenhr Engineers, lase A//R9hh Reserved GYhife P/dins, /✓/ 70601 Job # 52357-52885-55188-57604 File # E:\49034\dwg\52357.dwg w Q ry 00 LLJ 0 w U) w O _`- EXISTING o 0 0 3 v Q o 0: z o � o- t F--o t- N = w FIRE RA N o ZcnQww�w �r � _ t Y2 = Z I w w O 2 (n Cc LL- �-� m 0 O w TO w 0r F- (D x O P>=o w m a.�- w y U) _ - ¢1.86 �-- ~ w>-w Q�--Z ¢ a L) a Z 4� � HvpRpNTE �v N O o� �►•�g Q- O N o ---- !~ c• v j FIRE `� 3 iw ¢LLjww �� Z4 J W N '�- td 3 I � O w F-zQW=HwZ >00 O 0 1 c� o• i � \ 'a. =wcn0wt~nZQ w F- �wui oc _ _ cn_ IJ TC g .2� // CL Sg•29 ` ]E� GE OF ROAD 3g:W:r(1) �� cn O? ?En o _. - J O BC 5" /� Ep 00 wm0f--_�Q0 Qg0 �mc� = `- Q z I 85.27 L) z X Z w z 7.83 �- TC 3 YJ N ZOLMZ0 Oro �ww .f- O W ICI-8 5, 2 85.5Hw 06.0 aw>00Zow >w = 1 T� 8 80 w�-0 2• CE in N O 0 F-o w 0 Z f- F- (I) • I AVEM EN T ec Ss 2�� EA° p�s�AN �, "'Z Cl Z Q o Q oc�' - z a 8� P ALA J P Tc 86•a6 oNw \�\1 t //�ovER E E w w 0 0 o z o Q ;_ w w q CL 9' S { \ ' 9 R _ w N U QQ 000 U / � c,Q z Z Q�Z o J Y �'-� . :.. �' — W Q 0 J OH cn g o _ ROAp o cj(� w w >. 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J• o 4 @ r+ � o p °a a x -P � ECEOVE � � tQ � � a ' °� J � SAP 2 9 20f6Jul i o < N� •' cn no — (D Q 0 (� �� J VILLAGE OF RYE BROOK v oo Q �� 8U1 0 R o o f O Y e�h o n g ,. LDING DEPARTMENT'a h r+. 0 < >112 Story Frame I o o d �. ti v� LC) 1< \rn V Q l/` I cbcYe (� Roof OYe hong CI ♦poi!~ O ti ��• a � v O z • 00 00 00/ -a OS;5r.50 S 206..16 ft. r»P.C. tW'20.00;;Connecting Sunsef Rood 4 o ram A W""900P 66 It *ioe Right of /yoy �•o`y O �O oa o� 'kt Cb 0 U ^C O ! o ; 874 SF; NEW IMPERVIOUS ^ N loi F. ----- --- ----� COVERAGE IN AFFECTED L- Z Y 0 0 0 0 0 30'-0' o o - -- o o AREAS LL y C y o I 0 ;E I j 1 673 SF; EXISTING z 1 1 I � h i IMPERVIOUS COVERAGE IN ? AFFECTED AREAS < �N _ 1 1 F 8 00, 98 SF; NEW DRIVE APRON Nrh ° IMPERVIOUS COVERAGE LL >CN c� _ N 0 s 384 SF; EXIST.ASPHALT II ° DRIVEWAY IMPERVIOUS -- i 25'-0* I I I COVERAGE-NO CHANGE i i t i INDICATES EXTE i NEW GARAGE -PROPOSED NEW FOUNDATION WALL 300 SF; NET ADDITIONAL INDICATES EXTENT OF FOR ONE STORY MODULAR ADDITION IMPERVIOUS COVERAGE SECOND STOREY ADDITION ABOVE EXTENT OF EXISTING PAVING PROPOSED PROPERTY LINE INDICATES EXTENT OF NEW DECK ABOVE 10 FT. SIDE YARD SETBACK - 25 FT. EASTERN LIMIT OF OFF STREET PARKING PROPERTY LINE I 1 _ _ --3; 30'-0' -8° @° 52'-0. o O I ------ ' i - - - - - - 1 t - - Lo O ° 10, .41' p Y _ — 0 �o ' > i I -- ----- 1 25'-0' W Z p I �' W V I I EXISTING PROJ TING � Z I I I FEATURE (ROOF, ( Z Y OVERHANG) W W Z I O•�V Qom, I I, W 33'-1y 1, p 0 O � o a � xv_ m I I Q I 45'-0° - V♦ Z i ui O i EXISTINGSTORY I I >W W 'J RESIDENCE I 4 FT. FRONT YARD SETBACK (L r COLN AVENUE FRONT YAR O Q o II I i I IN REASED BY 1.5 IN ACCOR NC I I Q i I WI SCENIC OVERLAY DISTRI' Q - II - I I I I S TION 250.7 (F)) PROJECT NUMBER - � 25'-20 I' z PROJECT# i I CD II I EXISTING REVISIONS BUILDING LINE O I - I � I I � B oarE DESCRIPTION 1 I ITFF 1 i ' I' z o I � 1 �- ° 32 I I Q✓C 4 - i I I EXISTING ROOF I � ' OVERHANG I ' DRAWN BY CHECKED EXIST. DECK I BM KB ABOVE u 1 30 FT. FRONT I _ _ YARD SETBACK 1 i5 SCALE 1/8„_1'-0" I I 15 FT. SIDE PROPERTY LINE DATE p I I I YARD SETBACK 09/22/2017 j0 PROPERTY LINE I I I I DESCRIPTION `" SITE PLAN t � I----------____--__------ --_- - ----- ----- --- --------- ------I ----- ---_---- ----- -----------_-- ----- ------ --- -------- --- ------- o COVERAGE I o0 II , ANALYSIS N DRAWING NUMBER 1 SITE PLAN PROPERTY LINE A-006 c m 00 }m LL RESIDENCE ADDITION LLZ Zt O 0- Yna t 0 3° s� � � 12 LINCOLN AVENUE, RYE BROOK, NEW YORK 10573 �" Q)Ui zllr -� Z Z ZONING INFORMATION Q ^ mN N x TAX SECTION 135.73 (�] �° N y BLOCK 1 " �:z CD LOT 26 D F m USAGE SINGLE FAMILY <c� COUNTY WESTCHESTER 0 pq } v ao m ZONING DISTRICT R-10 y LOT SIZE 17,250 SF e "a - 12 LINCOLN AVE BUILDING COVERAGE 1,435 SF FILE COPY I I TOTAL EXISTING IMPERVIOUS COVERAGE 4,290 SF s 16 1 ZONING INFORMATION ' PROPOSED NET NEW ADDITIONAL HOUSE COVERAGE 285 SF -BUILTIFINAL SURVEY AS NEW DECK COVERAGE 80 SF REQUIRED PRIOR TO 1 SUBTOTAL NEW PROPOSED IMPERVIOUS COVERAGE 365 SF FINAL INSPECTION TOTAL PROPOSED IMPERVIOUS COVERAGE 4655 SF LOT AREA COVERAGE EXISTING PROPOSED REMARKS • AREA OF LOT 17,250 SF 17,250 SF NO CHANGE • AREA OF HOUSE COVERAGE 1435 SF 2295 SF +860 • AREA OF 1 FL DIVIDED BY LOT AREA X 100 8.3% 13.3% +5.0% L • AREA OF ACCESSORY BUILDING COVERAGE 514 SF 0 SF -514 SF N AREA OF ACCESSORY BUILDING 3% 0% -3% z m DIVIDED BY LOT AREA X 100 O C� ti • AREA OF DECK 0 SF 80 SF +80 L0C) Tax 0e`"e+` 1%AREA OF DECK DIVIDED BY LOT AREA X 100 0.0% +0.7% limm � PLOT PLAN IMPERVIOUS COVERAGE RATIOS Y 1 SCALE:NTS EXISTING PROPOSED REMARKS Q � SOUTH OF LOT PATIO 321 SF 321 SF NO CHANGE ., WEST OF LOT PATIO 920 SF 920 SF NO CHANGE W WEST OF LOT COBBLESTONE STEPS & PATHS 426 SF 426 SF NO CHANGE Q � NORTH OF LOT(EXISTING COVERAGE REMAINING) 131 SF 131 SF NO CHANGE W Z NORTH OF LOT (EXISTING COVERAGE REMOVED) 673 SF 0 SF -673 SF j W FRONT OF LOT (DRIVEWAY) 384 SF 492 SF +98 SF Z NEW CONSTRUCTION / COVERAGE ADD+DECK 0 SF 940 SF +940 SF Z Q EXISTING BUILDING 1435 SF 1435 SF NO CHANGE 1 0 TOTAL COVERAGE 4290 SF 4655 SF +365 SF 0 0 0 ALLOWED COVERAGE = 5560 + 2 %(17,250-16001) = 5872 SF V5 Of Z U LIST OF DRAWINGS m W J W T-001 - PLOT PLAN AND ZONING INFORMATION S-1 - FOUNDATION PLAN & SECOND FLOOR FRAMING PLAN ALLOWED COVERAGE > PROPOSED COVERAGE N >- T-002 - ENERGY CODE COMPLIANCE NOTES S-2 - ROOF FRAMING PLAN & WOOD FASTENING SCHEDULE 5872 SF > 4655 SF of S-3 - STRUCTURAL DETAILS & SECTIONS ALLOWED FRONT IMPERVIOUS COVERAGE > EXISTING/PROPOSED FRONT 1 VERAGE A-006 - SITE PLAN COVERAGE ANALYSIS S-4 - TYPICAL STRUCTURAL DETAILS & NOTES 45 % > 2.2 A-007 - SITE PLAN EXISTING TREES & REMOVAL PROJECT NUMBER PROJECT# A-008 - SITE PLAN LAYOUT & ZONING A-010 - PROPOSED GRADING & DRAINAGE PLAN REVISIONS A-01 1 - PROPOSED SITE PLAN LANDSCAPE P-100 - PLUMBING RISER DIAGRAMS, SITE SANITARY PLAN. i DATE DESCRIPnON FEB 2 0 A-020 - HEIGHT SETBACK RATIO ELEVATION PLAN E 103 2ND FLOOR ELECTRIC PLAN 2018 1 vIL GEF OF R� 2 .15.1 DOB PERMI A-101 - FOUNDATION CONSTRUCTION PLAN � �� A-102 - 1 ST FLOOR CONSTRUCTION PLAN 81JILDING oEp f, ., O:K 1 0.2.1 REVISIONS A-103 - 2ND FLOOR CONSTRUCTION PLAN �Y f E'N T DRAM BY CHECKED A-104 - ROOF CONSTRUCTION PLAN THIS BUILQiNG MUST BE POSED PERMIT BM KB A-200 - NORTH AND EAST ELEVATIONS WITH A PERMANENT CONSTRUCTION SBL# 3 Z Cm SCALE A-201 - WEST AND SOUTH ELEVATIONS TYPE IDENTIFICATION SIGN; cc� 0�,� NTS A-202 - BUILDING SECTIONS DATE APPROVE 018 � DATE A-203 - BUILDING SECTIONS ��v ,r 07/27/2017 DESCRIPnON A-301 - BUILDING WALL SECTIONS FR A-302 - DECK DETAILS & SECTIONS THE ISSUANCE OFA C 0 BUILDING INSPEC(p DR, illage of Rye Brooiy NY PLOT PLAN PRIG t? I . AND ZONING AS REQUIRED BY NY STATE LAW. INFORMATIONS f DRAWING NUMBER OF*NE* TmI001 OD m c O 0 N }0 LL z Zt 0 0 OY RESIDENCE ADDITION O 0w y Z v z Z — � 12 LINCOLN AVENUE, RYE BROOK, NEW YORK 10573 c4a N t N U. 51�1 ZONING INFORMATION N m 6 F D_ TAX SECTION 135.71 H Q 0. BLOCK !village of Rye Brook LOT 2 6 O r L N USAGE SINGLE FAMILY Architectura Rev'ew Boaru tr)°°c Q o COUNTY WESTCHESTER x �a ZONING DISTRICT R-10 Approval Date: :,� LOT SIZE 17,250 SF Chairman: 12 LINCOLN AVE BUILDING COVERAGE 1,435 SF TOTAL EXISTING IMPERVIOUS COVERAGE 4,290 SF 16 1 ZONING INFORMATION _. 1 PROPOSED NET NEW ADDITIONAL HOUSE COVERAGE 285 SF _j ' NEW DECK COVERAGE 80 SF 10 SUBTOTAL NEW PROPOSED IMPERVIOUS COVERAGE 365 SF TOTAL PROPOSED IMPERVIOUS COVERAGE 4655 SF Nor LOT AREA COVERAGE EXISTING PROPOSED REMARKS • AREA OF LOT 17,250 SF 17,250 SF NO CHANGE • AREA OF HOUSE COVERAGE 1435 SF 2295 SF +860 • AREA OF 1 FL DIVIDED BY LOT AREA X 100 8.3% 13.3% +5.0% N • AREA OF ACCESSORY BUILDING COVERAGE 514 SF 0 SF —514 SF M • AREA OF ACCESSORY BUILDING 3% 0% —3% 0 rr DIVIDED BY LOT AREA X 100 LO O ° um • AREA OF DECK 0 SF 80 SF +80 Ta7Oa"e` • AREA OF DECK DIVIDED BY LOT AREA X 100 0.0% 1% +0.7% Q Y PLOT PLAN IMPERVIOUS COVERAGE RATIOS � � O SCALE'NTS EXISTING PROPOSED REMARKS Q uj SOUTH OF LOT PATIO 321 SF 321 SF NO CHANGE :3 WEST OF LOT PATIO 920 SF 920 SF NO CHANGE W Z > WEST OF LOT COBBLESTONE STEPS & PATHS 426 SF 426 SF NO CHANGE W W NORTH OF LOT(EXISTING COVERAGE REMAINING) 131 SF 131 SF NO CHANGE > Z LIST OF DRAWINGS NORTH OF LOT (EXISTING COVERAGE REMOVED) 673 SF 0 SF —673 SF Z Q I I FRONT OF LOT (DRIVEWAY) 384 SF 492 SF +98 SF Z Y T-001 — PLOT PLAN AND ZONING INFORMATION NEW CONSTRUCTION / COVERAGE ADD+DECK 0 SF 940 SF +940 SF W J 0 A-001 — SITE SURVEY EXISTING BUILDING 1435 SF 1435 SF NO CHANGE 0 0 0 A-002 — SURROUNDING SITE PHOTOS U I I A-003 — SITE PHOTOS TOTAL COVERAGE 4290 SF 4655 SF +365 SF Z WATER IN IN A-006 — SITE PLAN COVERAGE ANALYSIS UJ — I uj NE FLR CLG I — ALLOWED COVERAGE = 5560 + �5%(17,250-16001) = 5872 SF W —J >- 2 D IA-007 — SITE PLAN EXISTING TREES & REMOVALS N � 'I EXISTING A-008 SITE PLAN LAYOUT & ZONING r. MOUSE EXIT ' A-010 — PROPOSED GRADING & DRAINAGE PLAN ALLOWED COVERAGE > PROPOSED COVERAGE � ;T �1 � NEW COLD WATER — — PR POSED SITE PLAN LANDSCAPE 5872 SF > 4655 SF D & TRAP � I DISTRIBUTION A 011 — 0 �/ � A� I A-012 EXISTING SITE SLOPE RATIO PLAN ALLOWED FRONT IMPERVIOUS COVERAGE > EXISTING/PROPOSED FRONT IMPERVIOUS COVERAGE �� ,� PROJECT NUMBER ' NEW HOUSE TRAP A-015 — PROPOSED SITE SLOPE RATIO PLAN 45 �. > �� O f .1� PROJECT# I _ _ _ A-020 — HEIGHT SETBACK RATIO ELEVATION PLAN - -�' I I I - I - / [E '�( ►� REVISIONS A-101 FOUNDATION CONSTRUCTION PLAN A-102 — 1 ST FLOOR CONSTRUCTION PLAN i i :�L ►'ai✓ .x,;,:�>_= n�+� DESCRIPTION I I I A-103 — 2ND FLOOR CONSTRUCTION PLAN .44 I A-104 — ROOF CONSTRUCTION PLAN iQ CONNECT TO A-200 — NORTH AND EAST ELEVATIONS °�° DEC V 20V „ EXISTING. A-201 — WEST AND SOUTH ELEVATIONS 1 E 1.3.1 REVISIONS I EXISTING 4 I VERIFY EXISTING I A-202 — BUILDING SECTIONS �.�8133.1 1 0.2.1 REVISIONS ,WASTE UNDER INVERT IN FIELD , GRADE VILLAGE OF RYE BROOK ` DRAWN BY CHECKED L-------- ----------- -- ----� DEPARTMENT ` OF ICE*1,+ BM KB BUILDING I I SCALE STREET SEWER PWATER REET TABLE R301.2(1) 2010 RCNYS MAIN DATE NTS Z CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOR RESIDENTIAL DISTRICTS IN RYE BROOK 07/27/2017 - - DESCRIPTION LINCOLN AVE GROUND— WIND SPEED SEISMIC DESIGN WEATHERING FROST LINE TERMITE DECAY WINTER DESIGN ICE SHIELD FLOOD AIR FREEZING PLOT PLAN SNOW LOAD (mph) CATEGORY DEPTH TEMP UNDERLAYMENT HAZARDS INDEX REQUIRED AND ZONING 2 PLUMBING SEWAGE PLAN INFORMATIONS SCALE NTS 20 P9 100/110 C SEVERE 42" MODERATE SUGHT TO 7 YES FIRM Map 618 TO HEAVY MODERATE 36119CO279F DRAWING NUMBER 9/28/07 T-001 ao r C 00 r New York State Energy Conservation Construction Code Compliance LL Z } Zr Building Type:One-Family Residence L"' 0 Y o,9 0 E Number of Stories:2 z z Z N Project Type:Addition to existing residence z Climate Zone:4 'Q " N y x Referenced Codes N m W m 2010 Residential Code of New York State,Chapter 11 w m F >N Q N 2010 Energy Conservation Construction Code of New York State O as } U a0 m 2015 International Energy Conservation Code 2016 Supplement to the New York State Energy Conservation Construction Code Y a M L a ,o a Applicability of Chapter 11"Energy Efficiency"of the 2010 Residential Code(N 1101.3.1):Additions to an existing building shall conform to the provisions of this chapter as they relate to new construction without requiring the unaltered portions of the existing building or system to comply. Energy Code Notes 1.Building thermal envelope insulation(303.1.1):An R-value identification mark shall be applied by the manufacturer to each piece of building thermal envelope insulation 12 inches or greater in width. 2.Fenestration product rating(303.1.3):U-factors of fenestration products and solar heat gain coefficient(SHGC)shall be determined in accordance with NFRC 100 and NFRC 200 by an accredited,independent laboratory,and labeled and certified by the manufacturer. 3.Residential energy efficiency compliance(401.2):Project shall comply with Sections 402.1 through 402.3(prescriptive)as well as other applicable requirements 4.Certificate(401.3):A permanent certificate shall be posted on or in the electrical distribution panel listing energy efficiency data noted in this section of the Code. Z T l,-- 5.Insulation and fenestration criteria(402.1.1):Building thermal envelope shall meet requirements LO of Table 402.1 for Climate Zone 4 0 Table 402.1.1 Insulation and Fenestration Requirements by Component Q Y Component Required Proposed Lll � Fenestration U-Factor 0.35 0.27 > Ceiling/Roof R-Value 38 38 W Z Wood Frame Wall R-Value 13 19 ? W Floor R-Value 19 38 Q Z 0 2018 z w � 6.Fenestration(Prescriptive)U-factor(402.3.1):An area-weighted average of fenestration products FEIR 2W Z O shall be permitted to satisfy the U-factor requirement. VILLAGE OF O O g,t A� FRYEg C] Leakage 402.4:All conditions of the building thermal envelope described in paragraph LI,LnING D �CNT V 7.Air 9 ( ) 9 P P 9 P ��/4�'j'�,'�� Z m 402.4.1 shall be caulked,gasketed,weatherstripped,or otherwise sealed with an air barrier material,suitable film,or solid material. W —I W 0� N >- 8.Visual inspection option(402.4.2.2):Building envelope tightness and insulation installation shall D A be considered acceptable when the items listed in Table 402.4.2"Air Barrier and Insulation Inspection Component Criteria"applicable to the method of construction are field verified. "�`� '� �r PROJECT NUMBER �j PROJECT# 9.Fenestration air leakage(402.4.4)Windows and sliding glass doors shall have an air infiltration REVISIONS rate of no more than 0.3 cfm per square foot. `' .C_ DATE DESCRIPTION 10.Vapor retarders(402.5)Class I or II vapor retarders are not required in Zone 4.Class II `•,rim A Y Kraft-faced fiberglass batt and a Class III latex paint are proposed. New York State Energy Conservation Construction Code Compliance 11.Maximum fenestration U-factor(402.6):The area weighted average maximum fenestration ls;n U-factor using tradeoffs from Section 402.1.4 shall be 0.48 in Zone 4. To the best of my knowledge,belief and professional judgment these plans and specifications are in compliance with Chapter 11"Energy Efficiency"of the 2010 Residential Code of New York State and the � 2010 Energy Conservation Construction Code of New York State. �,�,,,. DRAWN BY CHECKED 12.Systems Controls(403.1):Provide at least one thermostat for each separate heating and BM KB cooling system. SCAI.E 13.Programmable thermostat(403.1.1):Provide at least one thermostat capable of automatically NTS TAB R301. 1 010 RCNY adjusting the space temperature set point of the largest heating and cooling zone.The thermostat shall initially be programmed with a heating temperature set point no higher than 70 degrees F and CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOR RESIDENTIAL DISTRICTS IN RYE BRO0 DATE 02/15/2018 cooling temperature set point no lower than 78 degrees F. DESCRIPTION !4.Mechanical system piping insulation(403.3):Mechanical system piping capable of carrying GROUND— WIND SPEED SEISMIC DESIGN WEATHERING FROST LINE TERMITE DECAY WINTER DESIGN ICE SHIELD FLOOD AIR FREEZING ENERGY CODE �� CATEGORY DEPTH TEMP UNDERLAYMENT HAZARDS INDEX fluids above 105 degrees F or below 55 degrees F shall be insulated to a minimum of R-3. SNOW LOAD (mph) REQUIRED COMPLIANCE NOTES 15.Lighting equipment(404.1):A minimum of 50 percent of the lamps in permanently installed 20 Pg 100/110 C SEVERE 42" MODERATE SLIGHT TO 7 YES FIRM Map 618 DRAWING NUMBER lighting fixtures shall be high-efficacy lamps.100 percent high efficiency lamps are proposed. TO HEAVY MODERATE 36119CO279F 9/28/07 T-002 00 m c 00 LL z Z c U O 0 O Y O }r E �w RAMSA S'LAND S UR T17YING, P.C. z z z TITLE#. HAS-12887 PROFESSIONAL LAND SURI YORS-PLANNERS q. M� N W y U- N N H �� AS PER TAX MAP DESIGNATION w C� TAX MAP SECT. 135.73 BLOCK 1, LOT 06 H Q DEED REFERENCE O U 7q !! }" CO c FILED# 450480875 £ ! a V) TOTAL AREA �, ' W E 17 q 250 Total S .Ft. -$- _• o r ; q 1 0.40E Total Acres � �� °D � `LA N 1 G) ` m-4 O o LANDS NOW OR FORMERLY ?z Z ' o G A R C E S o -+w 10 SECT. 135.65 BLK. 1, LOT 25 -N n Q0 rh m y ` _ � ` o 10 FILED# 421080679 `'''•w r �� o 1 c0SP v. C�� )12.50 0 - rh 0 t oo 06600 .�- N d 9 3 STONE WAL Pin 1 114E pLAN J + r 14 ` rry ROX• v ALI' p 99• �•STpNE WALL LP `�` h' Op FENCE ApP LINE �o`O gyp ,moo , 32.9 IROFORiI++o 1 aW p OP�R i °� �a,c°p�j• u� � ` A�" i FENq OAO' / I ObeCK 9g�:� ASPHpI-T I Z/0 '°0 ; �'` AIR DRIVIEWAY N 0 Q. 0 p m o o I ; w �� 1 Z Q O ��}�°° 04 " ' O ti c� pC cc -a � 1 1 f 2.69 o�� n 0�W o .'a o O Ln 0 toNi+iK� r N � Q O 66 fn (A p / I r4 o� �� N ty�p ` R_p.W. U1 � ` i O r I % T-p ' y O v I _� r SE T. 135.73 w�o0 r O 3g � CB 0 o U) � z C`A o O $LK.1 1, LpT 26 _ 0 N FRAME oHw � � � Q W � O .0O 70 1 / I k EDGE 1 TIO ENCLOSED-� ONw I OHw O� ;0 x / 1 1 O S ONE PA`TfQ ( 300 1 1 f �' y N W .p � 3 � z 0 m 0 I 1 0 1 EL 901 CO NC. N. �� W I1J c0 r �o r r I J PATIO N o �� ,1 > Z w r row I I 1 o �� 0 < < = Z v`INA o ` 1 .4 f AaRE�I �ME 0 �o UJ z �1 1 7,2 0 S .FT► ! ,� �� o (A r^ ` J 0 Ln j 2.5 I �'' {S PR pERV LINE s 9. �, c a, X `_-C-OD Cl 00 O �, PRpPERTY �� EN DECK �,�0 �70 O Z Z cf) z O A `c' '�-_—9, `9st• 92 �O 1 g 0,0 pRppERN Q = vp -`{ '10 W J Ill r__ Opp FENC�/ �� 98. uN>r -t N � \�� 00.�� LANDS NOW OR FORMERLY p N o � 8Oe 2 4' Q 1,1 S T A LE Y O 00,E -n SECT. 135.73 BLK. 1, LOT 25 0 0 ` .1 PRWECT NUMBER B. 11547 P. 337 1 Z 6 PROJECT# C� R_2 O.o V REVISIONS L-3 2.9 3 I � DATE DESCRIPTION &js*TSjE:7,,LEGEND. BOUNDARY PROPERTY LINE DRAWN BY CHECKED REFERENCES: _— PINE TREE 5'TO 8' TREE 12° TO 19~ ,,/�''� —— —10 COUNTER LINE �L`� � BM KB � L.VRo 1.RYE BROOK, TOWN OF RYE TAX MAP SECTION 135.73. ----------2' COUNTER LINE ��\ ICI // � SCALE 2. DEEDS FILED IN WESTCHESTER COUNTY CLERK'S OFFICE =�� 9 X X WOOD FENCE �� ' �% TREE 5'TO 8 �� 1 = 20 LIBER 11547 PAGE 337 LIBER 8682 PAGE 178 DATE -OHW OHW- OVER HEAD LINES TREE 32" f`► ;^" �' 08/04/2017 U/p UTIULITY POLE �±.. -: :• ...� FILED # 450480875, 440301048, 421080679, 460930275 pppppn STONE WALL /� � -� N•''t'.' DESCRIPTION 3. MAP FILED IN THE TOWN OF RYE, COUNTY OF WESTCHESTER AND STATE : •v 1 OF NEW YORK, BEING SHOWN AND DESIGNATED AS LOT NO. 19 ON A ® BUILDING ROW RIGHT-OF-WAY : ; {:E SITE SURVEY CERTAIN MAP ENTITLED. "MAP OF RYE BROOK, TOWN OF RYE, ADJOINING PROPERTY LINES WESTCHESTER COUNTY, NEW YORK-, DATED JAN 26, 1950 AND FILED IN THE OFFICE OF THE COUNTY CLERK OF WESTCHESTER COUNTY, DIVISION TREE 24 TO 2s OF LAND RECORDS, ON FEB 21. 1950 AS MAP NO. 7004. � +$A �� DRAWING NUMBER 7' N F-\N -� AmO01 OD . • 713'1&-1-I All.k" f. %% �{t } Y 1(�,'jai yp�• �01�, }e� �1� '•� 1•�.,;/: - tlP' ,LL • • cq t c K 'r IT.Y>_ h��~R r.ate 1l1}��I 2 i 1 ' • ,r to C ,a = ' �1� .� Act� ''.mac...•f ., � r•l� Was lam,_ ._•-�-_ -�.+-�•f F � - + r ' S':is�� ! � ..4 � ''� � _- _ r •rc } �1�:,{ r , l;� !` .1 , :"y•t�t.`' �/ice �� -- - ' ,.4 t•i#:.f,,1�/.I•dRi_.idI'•s�rtt_cr.ai p�aes��> .�•'.i`l F� -.;:T,.,. ,'`•. < ��r'`�- 1�t tE�'� "� J , t'�(t•a,��'!a 3'i�+r!I••Z g f !@''1if1' ".t':y.y 1�t �'+ ��/� �t••`.•� �~,R� .aati�;�•� �/ i - r:'�� ••min.i _ � �, l��.�r fQ7!��'- �+�� _ - , •� a 1 rim- III uj co) • _• r ��*trot N�` - - ,� •r«,�A •7i .. �. ' :!t�''�w, ," rr ._ .•rc :•jr,•i, pper•. -�' DATE 07/27/2017 -.y 00- DESCRIPTION r Ps SURROUNDING DRAWINGSITE A�0021 • � co 80 �+ �t _7 G i i�•y$ i fL- 7 sra. r :.R•ay fa n�'� t 1 __J. / i. •Ae . 10 low41 10 s Me 0 �Lliv ic ,� • � • - "r��.,,,►�C� '♦ �' -.�Tom. L y� 17�Y:ii+i�'`., �' ! I 'j • u ., hi r - ..L .Y'�' s1 R ti _ - 4 - 't• 1 1 .� i; �•..•: ; 4�' a ,. • �- •-- l ,�"�w .A/r•`' �` ✓,.. 'a'"G r•�`!, .-i'_•r�� i. �• .n 4- ' _ `�• ��'�/ 4s �'�. .Ca. t' 1 .r"-r hye n,'A�• o''M 17 *..•• ,qt -�, c' 1 "' J,�C} - •�,Sr6v, •i; ► r � _ �,>"f� � �• � /` ✓ i �4�. .qr,µ..,ems.,, ,f•`•,1 "4 1 - j� �. �, , •�� ii�-t):i , _ i"�, 1 •� «�1 1 wYl+ ��+ s_ � 4�� .i�04C /' � rt.b�.,r,_�.y.y ,•�,,to'y� , ! _:� 1/ o,•. - If ~ �^ 4a , _ ` Yr•i � - j t. L� `. '>€1- - :... ��_�14i •i._I ir-r.•r.'s• ,_ P pia 1.. ,'` 3 e {r��b*11' -'\��irM1 f' ,'icy.•, iy� . ,�+� ( �i� M1�• 1` '� y r • •y"•.. j„`'* /- . +�Jyh.•Y ~ `J -L "�ia�j� I, r1��1 �',/ 1 .if �/71'. Sf � 1 �'�`•tt,�'-t`-�'.?.t ,•%_', ... _ �. 7 I'y f T-�a1 , _ iT .i t\\•''` "I � !s _� ��'f r 1,'f r � `.�'1..\ __ .t ,.� r 1 ! -•c a r r a k � : .. J sr aq•. � � ��1 `'� �# .�/ �• �'. M� _ �•`�� a +• r• _ •'x'• kr,; t .. - r— .s--•�r,_ �-� f,cx;. >- - - _ •� •fix-- .+T-, - --.•.. - -~` - - `'J�•' _� �r-� e .,,ice,� 1 �� ,.y_�.'4S•%' r .••,�l.9.n7.Qw9�✓�i� f�� t'�. �i�� -ir_ .a 'G�4.'�` { - f 'ti•�c7b e�>•rt;,Ev'•" ►!l's ih�!.,w •a • _ ,��► i• ! 1 K;.•- .Iti••r -i` ��Y_�+ LO R j�`'7♦t;T 4i..'.-1� '`R� • r. ? c'�� 1' is n• Alm 14 ', 'Tyr = �`� •e! i. �. C r >,�./x, .4? •' , _ ��► �� - i�-� �'•,1: �:fly�t;�..1%�••'�r�.t.'- �-�t' _ • IF 10 i • • • cl) z `'�`'` r1 Al �,}/,: >. •},,� '..s �1L .i.� psi t '' 'aV�� PROJECT .ram r r t .4 1.� � f- x'.♦ j r •�„_. a•.. s fi i, f, ter` _ a.`�'"t F '�• ="73 f r,� ''f;�� l • YY4 ♦ .ii /f t' fl , -r.t ' •.•`.•.y .t . ',� '`i a'` ' fA♦ •4 P'•'�,i>_wr 1,,,.�,, t. �'' r'. ' ,1 _ ,�'.'+•,..T • • .{ Y f f4._ r`j�j 's,r`�� C ■ ei-ti: it .r :�,, '�i •�� t.� +Srs�.•:'��• .. �- e f~ "��'�.�' ��. �'� 1 k i ;y•(' � , � � `-r. 1•Y>,C a.��,>l"',�e•�^fy.. �ert ,i ' -�r��•.'. r ,� 'i fs�,� v � f't�t , � • ♦i, ,�.,:. j�•'1-•�-{.•�'u��ii.�'/, t.y� _ .41�. r�-''p 2.. - '1t'> ...w �r'� , /J ■_ '••'"'T•'+atj. .•3 •'TSbi'`•r �` `'. T"• -�{�Y"'�. (AR tl _ i" 'f- - .'M �•y...,:,};1 d"�- rye'T.r - '- '� 7 �!#� .. �jl>�:a' .• d j l T r •t�� •ram'� 'k, ..Y,t �`1`'+,� ,,,� • _ L so DATE or 07/27/2017 SITE PHOTOS DRAWING co z 00 1038 SF TOTAL NEW } _�_-__-_--__-__-__-__-__-_ IMPERVIOUS COVERAGE LL Z e O° Q —� Y U _—__—;_ _—__—__� —__—__-- —__—__—__—__—_ °p o �° O° 30-0 OO INDICATES EXTENT = LESS 673 SF EXISTING LL 0 OE MPERVIOUS COVERAGE j IMPERVIOUS COVERAGE_ 0 3 E NET ADDITION OF 365 SF. Z N 10 It __ o IMPERVIOUS COVERAGE INDICATES II ;; r; - ' PROPOSED m N EXTENT OF _ f 1294 SF Q I, I I F- 940 SF 98 SF EXISTING - - SOo IMPERVIOUS D I I 11 11 1 P I N COVERAGE _ ' I : I 384 SF U I. 1� 11 1 .1 Do D w > ' 1 I °' I F° 673 SF H ' a 1 Q N _ __ --------- - ----- 384 SF; EXIST.ASPHALT 4 l ° �' �� I ° ' UP 2R DRIVEWAY IMPERVIOUS Y Q M r- _ - o IS COVERAGE-NO CHANGE V 0 O O ° 25.-0. I 1 I I I � I li PART SITE PLAN-EXISTING IMPERVIOUS COVERAGE 384 SF; EXIST. ASPHALT INDICATES EXTENT OF 1 PART SITE PLAN-PROPOSED IMPERVIOUS COVERAGE DRIVEWAY IMPERVIOUS SECOND STOREYi-0- COVERAGE - NO CHANGE ADDITION ABOVE INDICATES EXTENT OF - PROPOSED NEW FOUNDATION WALL NEW GARAGE FOR ONE STORY MODULAR ADDITION EXTENT OF EXISTING PAVING ---- PROPERTY LINE INDICATES EXTENT OF NEW DECK ABOVE 10 FT. SIDE YARD SETBACK 25 FT. EASTERN LIMIT OF OFF STREET PARKING PROPERTY LINE I --- ------- -------------------------------•-------------------------- o----o--O---- ----------3--0. -- / O O 1 0 O a �- - O I F33'-IY4 � 294 SF O � I 940 SF I soo I 98 SF EXISTING ASPHALT Lo NEW 2-STORY DRIVEWAY C) I O ADDITI N WITH I 283 SO.FT384 SF IMPERVIOUS G BELOW I -- PROPOSED Y �' POSED BUILDING LINE Ilyo UP 2R i I bO 0 ZEWAY I'l LLi 0 25'-0' uj z � w I I I I j l EXISTING PROJ TING V w> z FEATURE (ROOF Z Q ., OVERHANG) W Y W Z I � � O I i I 33'-ty' O i � ' z - U w I 00 I 45'-0* W Z co -D w o EXISTING 2STORY � 1 \ W RESIDENCE I I , 45 FT. FRONT YARD SETBACK (LINCOLN AVENUE FRONT YAR INCREASED BY 1.5 IN ACCOR NC 8 I I I I ' WITH SCENIC OVERLAY DISTRI IXO I I UMBER EPROJECT N ----44--_- 1 1 I I SECTION 250.7 (F)) CA 25'-2� I PROJECT# II I I -------- EXISTING REVISIONS II I BUILDING LINE i ---�--- ` I41 FEB 0 OATS DESCRIPTION o I I 1 32'-9y• VILLAGE O R� ROOK 3 11.3.17 REVISION I OC C I I EXISTING �U�WING D PN MENT 2 10.27.1 REVISION I I ROOF ' -- F. L _ _- _ OVERHANG' 1 9.29.17 REVISION I ' � DRAWN BY CHECKED EXIST. DECK I I BM KB ABOVE I UP 2R I 30 FT. FRONT �� /yx YARD SETBACK ., k .40 SCALE li 1/8"=1'-0" fi I I jj w w II II 15 FT. SIDE P j. :�_ °ADATE09/29/2017 I I II c ;�, II II YARD SETBACK 10 / PROPERTY LINE II � II II II t I I � � � fig. f DESCRIPTION L----J o SITE PLAN I---------------------- - - ----------------_____-_--- ----�_ s=----- ----- ------- ----- ------- ----=__ _---�__Est=----- ° ---------------- ------- --------------------- COVERAGE ANALYSIS • OF �E-' _ N DRAWING NUMBER SITE PLAN PROPERTY LINE UNDISTURBED GROUND cp z r 4; STABLIZE ENTIRE PILE 36"MIN. FENCE POST PLACE POSTS 6'-10'APART WITH VEGETATION OR COVER , 2 SLOPE OR LESS DOWNSTREAM OF FENCE FABRIC C� • 1 WOVEN WIRE FENCE(MIN 14 Z_ LLL LLLLLLLLLLLLLLLLLLLLLLLLLIL INL�w • • •, 1/2 GAUGE W/MAX. 6'MESH LLLL LIIILLLLLLLLLLLLLLLLLLLLLLL �. z Z r Is LlL LLLILLLILLLLLLLLILLLLLLLLLL ..•: .••.w,::,..:, : SPACING)WITH FILTER CLOTH F LlL LLLLLLLLLLLLLLLLILLILLLLLLL U LLLL LLLLLLLLLLLLLLLLLILLLLLLLLL ...•..,:•,. ..•.,:.: • LQ�I LLL LIIILLLLLLLLLLLLLLLLLLLLLLL Q N LL LLLLL LLLLLLLLLLLLLLLLLLLLL O 0 O Se I • . • •. • bm LLL LLLL LLLLLLLLL LLLLLLLLLL } Fee,�••v •••• is• ,pep9 IF�v COMPACTED SOIL Z O ;E •.''. • ••. ,' • WOVEN WIRE FENCElou� EXIST.GROUND POST m"' i EMBED FILTER CLOTH=4' GEOFAB.OR EQUAL \ A MIN.OF GROUND is z z z N NOTE: USE STEEL POSTS - Z fMIN.SLOPE STRAWBALES OR MIN.SLOPE\ NOTE: WEIGHING 13 LBS/FT. /\\ FENCE m N SILT FENCE AT THE COMPLETION OF THE PRODUCT AND AFTER SOIL STABIUZATION AND (2)2 X 4 CROSS BRACES Q H.. INSTALLATION NOTES VEGETATIVE GROWTH HAVE BEEN ASSURED.THE SILT FENCE MUST BE COMPLETELY REMOVED AND THE EMBEDMENT TRENCH RESTORED TO A NATURAL CONDITION. \ EXISTING TREE —TREE WRAP ,P 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. \ 2'X 4'TREE GUARD POST q N y m,o C'O 2. SOILS OR FILL TO BE STOCKPILES ON SITE DURING CUTTING AND FILLING —— — FREE SPACE TO BE KEPT ACTIVITIES SHOULD BE LOCATED ON LEVEL PORTIONS OF THE SITE WITH A SILT FENCE DETAIL I CLEAR OF STOCKPILING 2 X 4 SHIM INSTALLED FROM 6�DEPTH WOOD CHIP MULCH D H Q MINIMUM OF 50-75 FOR SETBACKS FROM TEMPORARY DRAINAGE SWALES. 3 SG4LE:NT5 s�—��MIN.—�I� BOTTOM OF POST CAP TO 6 .. � ORIPLINE OF TREE BEYOND POST CAP O x LANDSCAPE FABRIC u 4- co 6 3. MAXIMUM SLOPE OF STOCKPILE SHALL BE 12. c \/ 9 o 4. UPON COMPLETION OF SOIL STOCKPILING/EACH PILE SHALL BE SURROUNDED STEEL POST ANCHOR W/CAPTTTTT:l TTTTT EXISTING SUB—GRADE "L, a to a WITH EITHER SILT FENCING OR STRAWBALES.THEN STABILIZED WITH VEGETATION. 5. STOCKPILES REMAINING IN PLACE FOR MORE THAN A WEEK SHOULD BE SEEDED 4 TREE PROTECTION PLAN DETAIL 5. TREE PROTECTION ELEVATION DETAIL AND MULCHED OR COVERED WITH GEOTEXTILE FABRIC SURROUNDED BY SILT FENCE.NT5 �'NTS 6. SEE SPECIFICATIONS(THIS MANUAL)FOR INSTALLATION OF SILT FENCE. SOIL STOCKPILE DETAIL ! I I 'NTs EXISTING 18" OAK y I EXISTING WOOD FENCES EXISTING STONE RUBBLE I I EXISTING 14" HEMLOCK TO REMAIN, TYPICAL RETAINING WALL ON I ADJACENT PROPERTY EXISTING 11" EXISTING SURVEY STAKE ' TREE PROTECTION PLAN NOTES I HEMLOCK EXISTING 11" HEMLOCK 1. THAT ALL PHASES OF CONSTRUCTION INCLUDING CLEARING AND GRUBBING.PRELIMINARY SITE PREPARATION.UTILITY I INSTALLATION.PRELIMINARY GRADING.ROAD CONSTRUCTION.BUILDING LOT PREPARATION.ETC., I REQUIRE TREE PROTECTION MEASURES TO BE IN PLACE O EXISTING 13" X_ xHEMLOCK ' 2. THAT NO CONSTRUCTION ACTIVITIES OF ANY KIND SHOULD ----"--- ------- ----------------------------'------------------------------ OCCUR WITHIN THE LIMITS OF THE PROTECTED AREAS q / ° ° •�� ® NEW TREE GUARD. INCLUDING, REMOVE EXISTING °BUT NOT LIMITED TO GRADING.EXCAVATION. I ` � � �� f � � /.�' `\ � I TYP. SEE DETAILS STOCKPILING OF MATERIALS,STORAGE OF CONSTRUCTION " I i 4 & 5. EXISTING � i / o EQUIPMENT.VEHICLE PARKING.MOVEMENT OF WORKERS 11 HEMLOCK OR MACHINERY.OR DUMPLING OF CONSTRUCTION DEBRIS I GROUNDCOVER m \•, ; ; TO REMAIN. TYPICAL / m 3. FIELD MARKING AND INSTALLATION OF SAFETY FENCING _ _ _ I AND/OR WOOD BARRIERS FOR INDIVIDUAL TREES AND — — // ° ` `''� ,\% ' GROUPS OF TREES TO BE PROTECTED.FENCING OR I �' \ O BARRIERS SHOULD BE PLACED OUTSIDE THE DRIP LINE" i I EXISTING 8" DOGWOOD .— 294 SF �`�Y��'� I SOG OF THE TREE OR TREES TO REMAIN C) 4. PLAN DRAWINGS FOR EACH CONSTRUCTION AREA SHOWING I EXISTING CONCRETE \•, I _ THE LOCATION OF EACH TREE OR GROUP OF TREES TO O INDICATESF FENCING ING SLAB 0 GRADE I \, � BE PROTECTED I SILT E C •\,: I INDICATES Y 5. CONSTRUCTION DETAILS FOR PROTECTION MEASURES I _ PROPOSED i TEMP 0 RA RY � � ___ EXISTING f�---"-------------- � UP 2R . O 6. A NARRATIVE DESCRIPTION OF THE TIMETABLE FOR I " w >. PLACEMENT OF PROTECTION MEASURES,CONSTRUCTION 2O LOCUST EXISTING 6" I I rnNITAINR a w DOGWOOD TO OF FENCING AND BARRIERS AND THE DURATION OF THE , I PLACEMENT OF SUCH PROTECTION MEASURES REMAIN W Z WARNING SIGNS N THE I _ I I ---------- I � LOCATI O N w w 7. PROVISIONS FOR PLACEMENT OF WAR G S G S O I NEW 2 2.5 ELM SITE INDICATING AREAS OF PROTECTED VEGETATION AND I I I � � � Z PROHIBITED ACTIVITIES IN PROTECTED AREAS I » I I ZELKOVA S. VILLAGE STAGING : ; PORCH FRONT RD PROJECT z Q 7. PROVISIONS FOR MONITORING THE EFFECTIVENESS OF THE Y PROTECTION THROUGHOUT THE CONSTRUCTION PERIOD » i i SETBACK LINE AREA 1 I AREA W W O 6. PROVISIONS FOR INSPECTION OF PROTECTED TREES BY A ! GREEN � ; I I I , CERTIFIED ARBORIST TO DETERMINE CONDITION AND i TO REPLACE (1) HEALTH AFTER COMPLETION OF CONSTRUCTION. I I I !1 INSPECTIONS SHOULD BE MADE ONCE A YEAR.DURING REMOVED TREE INDICATES I I V THE GROWING SEASON.FOR A MINIMUM OF TREE I EXTENT OF SILT FENCING L"'-----'—'--- --J I I ' z m GROWING SEASONS AFTER THE COMPLETION OF ' EXISTING _ I �, I 1 i I r"—'"—"'--"—'----� - CONSTRUCTION EXISTING 2 GRASS I ' w EXISTING STORY I ' RIGHT OF W J 9. PROVISIONS FOR REPLACEMENT OF PROTECTED TREES 16" TULIP WAY > N DAMAGED OR KILLED BY CONSTRUCTION ACTIVITIES QQ,�, EXISTING 24" TREES E S & CEDAR RESIDENCE I � I NOTE. ALL E LANDSCAPE OUTSIDE ° EXISTING " IfE OF PROJECT AREA ° I OVERHANG ROOF L PROJECT NUMBER PROJECT# I I I I II ( ARE TO REMAIN ' i ft REVISIONS DATE DESCRIPTION I UNLESS OTHERWISE I 4 ' FEB 2 0 201 I I EXTENT OF ( , NOTED. I I I EXISTING GRASS EXISTINQ (3) 20" I I I I I IL GE � Rc)� 3 11.3.1 REVISION WH�TE PINES I EXISTING POR H I �� f1 P f 2 10.27.17 REVISION i 2X 12 MAPLE �•/ 1 9.29.1 REVISION ' L — -- I i Ir i r DRAWN BY CHECKED SIDE YARD `•.� BM KB I EXIST. DECK SETBACK LINE I ABOVE I uP 2R I - - - - - - - - - - - - - - - - --- : �' SCALE "_ ._ " EXISTING i i�-STAG I N G i � �` t`� 1/8-1 0 / ``� ., GRASS I AREA 2 i , J.. 09/12/2017 ,,,.�A• ' EXISTING TERRACE GROUNDCOVER -------------------J �' ''-F. .. DESCRIPTION , 12 MAPLE SITE PLAN I .1 EXISTING TREES &REMOVALS EXISTING 2X22 ------------------------------------------------------------------------------------------------------------------------------ - ------------------------------ , ° �`� t .J " ..�.. o �► O ,. t� (�• i AMERICAN BEECH EXISTING BLACK PINE '~ DRAWING NUMBER SITE PLAN , A-007 1 ua"=V-o^ c� c 00 LL Z Zt U 0 Y of ° 0 }_ �, 3 N W Z z Z04 � , O` N INDICATES EXTENT OF Q N 4 NEW GARAGE ,P PROPOSED NEW FOUNDATION WALL N �' 10 10 INDICATES EXTENT OF FOR ONE STORY MODULAR ADDITION a u 0 SECOND STOREY ADDITION >N ABOVE 25 FT. EASTERN LIMIT OF OFF STREET PARKING 0 x v u CD6 3. x toc Q N a. PROPERTY LINE INDICATES EXTENT OF NEW DECK ABOVE - 10 FT. SIDE PROPERTY LINE YARD I' -------- ------- ---------------- SETBACK —------------------------ 3�O.3� 4 0_ --- I , I 52'-0" o ! 6'-2% 6'-0" 46'-0" j j I I 4 I I NEW 2-STORY I I o ADDITION WITH I I o I GARAGE BELOW I I I I I II I PROPOSED I I, I PROPOSED a I UP 2R BUILDING LINE i I BREEZEWAY I r-- 25'-0" M I j I EXIST. I I ) O ~ I EXISTING PROJECTING O I � PORCH � ' I I FEATURE (ROOF i I I II OVERHANG) LLJ I 33'-1y' 0 I I I '_ z Q w I 45 0" W � I i EXISTING 2 j � W z � I I STORY Y � 45 FT. FRONT YARD SETBACK w W ' I I RESIDENCE I I � i I I (LINCOLN AVENUE FRONT YARD < > Z 1 I I I INCREASED BY 1.5 IN ACCORDANC 1 Z Q .. ! ' WITH SCENIC OVERLAY DISTRICT Z Y I I I 25'-2" I SECTION 250.7 (F)) Z J Q ! I I I EXISTING s In O O ! I I I BUILDING LINE Q —/� U ?� I j V♦ z co ! I II U W Jw i ' EXIST. I 32'-�' N I I I PORIiH I j EXISTING (CE 1 ROOF OVERHANG PROJECT NUMBER I EXIST. DECK PROJECT# 1 ABOVE I up 2R I I 30 FT. FRONT I --- --� FEB 2 0 2018 REVISIONS YARD SETBACK i / DATE DESCRIPTION v��-�G V 15 FT. SIDE rE r �R�pK I c uI YARD SETBACK "y' EP PROPERTY LINE N a ARTME �' 3 11.3.17 REVISION ! 1 9 29 1.7 REV SIONN I------------------------------ -------------------------------------------------------------------------------------------------------- ------------------ DRAWN BY CHECKED BM KB I SCALE 1/8n-1�—oa 1 SITE PLAN PROPERTY LINE C7 A RIO I DATE 07/27/2017 DESCRIPTION SITE PLAN LAYOUT& 'f ZONING { N DRAWING NUMBER A-008 - PROPOSED NEW STEPPED 0 GRADE RAIN GARDEN o EXISTING STONE RUBBLE NEW REINFORCED CONCRETE } RETAINING WALL ON RETAINING WALL / FOUNDATION PROPOSED NEW STEPPED LL Z ,i ADJACENT PROPERTY _ TW 98.83 BW 93.97 GRADE RAIN GARDEN O o$ O o BW 95. 0 �' m W U O co z z q (), N >) J r c5 / //� 00 ►� _ • ; .... No. I ►�`�, �O O� OHO O `1, / /�� , ----------- -----•---- ---------- ------------- ----------7� — i t,, i n••ow..ft, j / o i .••.� _.. . I / • �I - , U I / / 9 5' 92 91 ' _ �. ;� PROPERTY LINE / 93 x N — — —�-- 1 —�— .�•� — — — •94_ — - a �o j ' �— , / / i �• - : PROPOSED I, < to s / / / •'95' I a- -CONCRETE I I , NEW CONCRETE r' ' APRONO SLAB ON GRADE CARPORT I Wi , / 94' I t / �� EXISTING ASPHALT DRIVEWAY ' I •••�• 92' UP 2R j / LINE / - STREET CURB if I ' LLJ / / I I 30 FT. FRONT I / - / ,� / + I I YARD SETBACK0) ' 00 ! L_j 1 1 / - 45 FT. FRONT I d. 1 EXISTING 2 I I / YARD SETBACK \� j I O 1 it o) 1 I STORY I / 1 I RESIDENCE I o 1 Q z EXISTING 1/ II_II /III I/ •I�-� I 1I/ 1 `1 III� I _-_-_-�IIII TIIII_-_-_-�IIII IIIII I IIIIII IIII EX ISTING / OU OI ROOF � 0LIOY`o I OVERHANG O OTHER if /EXISTIN w / I I IMPERVIOUS I I I I 0 W I I I I PAVING I PORCH I Z , ' w w Z 15 FT. SIDE EXIST. DECK I I I / YARD SETBACK I Q \ 1 I ABOVE I UP 2R W Z Y s - I ' O ' ff----_- ----- -----� EXISTING 00 j r-- II II tl II GRASS V / I I II II II II 1 RIGHT OF z m lO I II II II 11 WAY W J w / I fl i i II n II II O I _ _ N >- RO ifii� __ �Ory �p� \ II \ � 1� PROJECT NUMBER PROJECT 1 SATE PLAN �� FEB 2 0 2018 REVISIONS 1/8"=1'-0" ��► / DATE DESCRIPTION VILLAGE OF RYE BROOK 4 11.6.17 REVISION N BUILDING DEPARTMENT 3.11.3.17 REVISION 2 10.27.17 REVISION 1 9.29.171 REVISION DRAWN BY CHECKED BM KB SCALE () DATE 07/27/2017 DESCRIPTION �J {� PROPOSED fyv. GRADING& DRAINAGE PLAN DRAWING NUMBER . A-01 0 OFF AREA OF DETAIL BELOW 0°' PLANT LIST o 00 PLANTING NOTES SHRUBS i• 11 /��—%��i�-- i �% 1. BIDS SHALL INCLUDE SITE PREPARATION.SOIL. PLANT MATERIALS.TREE PITS, CITY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT SPACING Z r ' .' O 1 \ INSTALLATION.STAKING,FERTILIZER.MULCH.GUYING.AND PLANT GUARANTEES Ilex labra Inkber 24"-30"ht. Container 6'o.c. UNLESS NOTED OTHERWISE. IG g ry L Y o r 0 }0-9 Y SEED MIXES 2. ARCHITECT 15 TO LOCATE AND VERIFY ALL UNDERGROUND dt OVERHEAD ----------------I --r� UTILITIES PRIOR TO DIGGING FOR VERIFICATION IN THE FIELD.THE OWNER AND CITY CODE NAME MIN.APPLICATION RATE SUPPLIER 0 }.., W ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY DAMAGE TO UTILITY SYSTEMS r i I LIKE IRRIGATION, DRAINAGE, PLUMBING&ELECTRICAL. ETC. Z Z N ' ( New England roadside matrix upland New England wetland z Z ,� - 3. PLANTING PLANS SHALL TAKE PRECEDENCE OVER PLANTING SCHEDULES; 1 lb.Per 1,245 SQ.FT. plants ------------ ----- — NERU seed mix ARCHITECT IS RESPONSIBLE FOR VERIFYING CURRENT DRAWINGS&SCHEDULE ' t' ' AS REQUIRED. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE New England erosion ±� N Eland wetland New n H u ARCHITECT PRIOR TO THE START OF ANY WORK.. ECRM-DB control/restoration mix g ....._.....__•_•_.................-.........._.....i ' t for detention basins and moist sites 1 lb.per 1,245 SQ.FT. plants ,� 4. ALL PLANTING MATERIALS SHALL BE INSTALLED IN COMPLIANCE WITH STANDARDS 0,0 I N ESTABLISHED BY RECOGNIZED LANDSCAPE ARCHITECTURAL do NURSERYMEN HERBACEAOUS WETLAND PLUGS(Hmix) H C,o ' I PRACTICES.SIZE do GRADING STANDARDS SHALL CONFORM TO'AMERICAN U m ' STANDARDS FOR NURSERY STOCK.-SPONSORED BY THE AMERICAN ASSOCIATION HM 1 Place equal amounts of each plant in the areas noted F Q OF NURSERYMEN.PLANTS SHALL EQUAL OR EXCEED NOTED SIZES. Iris versicolor Blus flag iris 2"plug Flats 12"o.c. `, 0 x �N ! 5. PRIOR TO INSTALLATION.THE ARCHITECT SHALL APPROVE THE LAYOUT OF Juncus effusus Soft rush 2"plug Flats 12"o.c. c0 m�a o ' I PROPOSED PLANTINGS AND TRANSPLANTED PLANTINGS(EXIST.TO BE Q M r 41 RELOCATED). Carex lurida Lurid Sedges 2 pug Flats 12 o.c. to a I O I � Peltandra virginica Arrow Arum 2"plug Flats 12"o.c. g I 6. PLANTINGS SHALL BE INSTALLED WITH SPECIFIED QUANTITIES&TYPES OF SOILS.AND 3"LAYER OF DECOMPOSED LEAF MOLD FROM SITE. HM2 Place equal amounts of each plant in the areas noted I 7. SUBSTITUTIONS FOR SPECIFIED MATERIALS MAY ONLY BE REQUESTED IN WRITING Sagittaria latifolia Arrowhead 2"plug Flats 12"o.c. AND MUST BE APPROVED BY THE ARCHITECT PRIOR TO PURCHASE& Juncus effusus Soft rush 2"plug Flats 12"o.c. I INSTALLATION. iCarex lurida Lurid Sedges 2"plug Flats 12"o.c. ' ' i Peltandra virginica Arrow Arum 2"plug Flats 12"o.c. LEGEND: HM 3 Place equal amounts of each plant in the areas noted ® I ECRM-DB -------------------------------' ,—_�_.� NERU Pachysandra HM 4 Place equal amounts of each plant in the areas noted HMI Hostas HM2 HM5 Place equal amounts of each plant in the areas noted ® ® HM3 Dwarf Crested Iris Iris Cristata 2"plug Flats 12"o.c. HM4 Wild Ginger Asarum Canadense 2"plug Flats 12"o.c. KEY PLAN '• HM5 Creeping Phlox Phlox Subulata 2"plug Flats 12"o.c. 2 1/16"=1'-0" 3 PLANT LIST NTS - NERU z HM5 TO REPLACE r NERU O M -- EXISTING ENGLISH IVY ECRM—DB NERU HM2 ti LID O + + + + + + + + + + + + • • ' ' ' ' ' ' 0O Y + + + + + + + + + + + + • 0 ' + + + + + + + + + + + + + + + • • • • 1 . • ♦ + y + + + + + + + + + + + . •'' ♦ ., ,�•.•�•�•. . \ . • Y•• ♦\ �J ♦ . .I .1• . . . ,..• ••• • '/'./♦ . 4 Q w • • . • • ♦ ♦ ♦ ♦ ♦ . ♦ ♦ . ■ 0 00 0 - ■ LU — Lu HM3 # 0 I HM2 HM1 HM1 Of 00 OOOOOO 000 000000 PROJECT NUMBER 000 0000 HM3 ■ PROJECT# 0000 - EXTENT O F NEW LIMIT O F REVISIONS 000000 000000 III DATE DESCRIPTION CEOVE 000000 00000 FOUNDATION DISTURBANCE ■ 4 11.6.17 REVISION FE ■2 0 2018 3 11.3.1 REVISION 00 0 �� 2 10.27.17 REVISION 000 00 ■ 1 9.29.171 REVISION 000000 V1L OE F RYE 13RO BM KB ■ DRAWN BY CHECKED 000000 0 00000 13UI 00000000 000000 Now[SIN U��q T �- ■ 00000 HM5 SCALE + ++�++ ++++++ ++ + ++ + + + + ++++ + DAM 09/27/2017 + +D+ + +-i —}—--i —I— i'—+——I J + + + EXISTING ROCK DESCRIPTION + GARDEN TO REMAIN �� ,i' � + + + + + + + + + + + + + + I �_ � �l PROPOSED + + + + + + + + + + + + + + + + + + + + + + + + + + �� - :�► SITE PLAN �■ ■ ■■ ■ ■■■■■■■■■■■■■■■■■■■■ ■■ ■■■■■■■■■■■■■■■ ■■� '" LANDSCAPE DRAWING NUMBER PROPOSED PLANTING PLAN _ A�011 3/8' _ Cm c STEEP SLOPES CALCULATIONS: o 0 EXISTING STONE RUBBLE }0 RETAINING WALL ON U- Z ADJACENT PROPERTY EXISTING STEEP SLOPES WITHIN Y o Tw 97.77 �" TW 98.83 o DISTURBED AREAS Y ew ss.s3 —B s3.s7--- TOTAL = 302 SF 0 i W 04 zv ! ►�`� ��O IOC 00 STEEP SLOPES COMPOSED AS FOLLOWS: °'N '� _ ° \ / I EXISTING MODERATELY STEEP SLOPES = 42 SF N y 6 I EXISTING STONE RUBBLE I I :):z - o • RETAINING WALL ND u 0 / ♦ I� EXISTING VERY STEEP SLOPES w > I CONCRETE SLA 0 BE = 67 SF r REMOVED j PROPERTY LINE 0 U co 6 j I EXISTING EXTREMELY STEEP SLOPES = 193 SF x Q cc 'I INDICATES 294 SF I I / I Soc I PROPOSED j / x EXTENT OF I / I I DISTURBANCE 00� AREA0-NONE nor i I / ■ ■ �" IN I •4• gr I ' till I p EXISTING RESIDENCE I p 11 I rn r I I O / 1 I w� ! I ^ 1 I r i i I W O , r Q �- W z3: (.) W LLI i ` - - - - - - ' ► W Z � J O O 0 (f) Z o ► UJ :3 w WoQ N N _ —_---- O �rr Q� t ; PROJECT NUMBER PROJECT# EXISTING SITE SLOPE RATIOS PLAN �� \ -� ; REVISIONS 1 1/8"=1'-0" 210 �0 f DATE DESCRIPTION 3 11.3.17 REVISION 2 10.27.17 REVISION 1 9.29.171 REVISION DRAWN BY CHECKED BM KB scmi1/8.._1 P-011 STEEP SLOPE RATIOS .` - t L�, DA"E® EXTREMELY STEEP SLOPE =+35% �� 07/27/2017 ® VERY STEEP SLOPE =25%-35% ( �� 3/r CRIFMON ® MODERATELY STEEP SLOPE =15%-25% Cr' �<V ;'`' EXISTING 0 NO STEEP SLOPE = 0%-15% SITE SLOPE REFER TO S 213-2 DEFINITIONS UNDER STEEP SLOPE(1 �'; '' �'p RATIO PLAN DRAWING NUMBER .y �� A-01 2 O c�.. h PROPOSED NEW DRY SWALE o m AS EXISTING STONE RUBBLE DETAILED BELOW STEEP SLOPES CALCULATIONS: °b RETAINING WALL ON -- NEW REINFORCED CONCRETE 42 U BEGINNING OF PROPOSED NEW DRY ADJACENT PROPERTY RETAINING WALL FOUNDATION I.1.., z ? SWALE AS DETAILED BELOW FOR LOCAL TW 98 83 TW 97 77_ EXISTING STEEP SLOPES WITHIN STORMWATER MANAGEMENT jL, 0 BW 95.53 BW 93.97 DISTURBED AREAS = 302 SF O ° J C�a i 0 W I r p' PROPOSED STEEP SLOPES WITHIN z Z z 9 ------------ DISTURBED AREAS = 152 SF Zi N� �y ° // U- .- / 95 __O•. ♦ O I PROPOSED STEEP SLOPES COMPRISED AS FOLLOWS: N I / • ' 9 PROPERTY LINE O93 - - - . 94- 1 '-4' - '-4' PROPOSED MODERATELY STEEP SLOPES = 94 SF Q onPROPOSED EXISTING ASPHALT O CD / •'95' :• I CONCRETE DRIVEWAY PROPOSED VERY STEEP SLOPES Q Ln o APRON TO _ = 49 SFtr) CARPORT I / i i / s N AT PROPOSED EXTREMELY STEEP SLOPES = 9 SF N STEEP SLOPE RATIOS i ••�•• 92 i UP 2R i / I • // ® EXTREMELY STEEP SLOPE =+35% •i i l `Now .*'mammas ■mmmmaammm 'mumummoaumu'mmumu mama•( I I ■ ® VERY STEEP SLOPE =25%-35% r----- --- 'I �g ; ® MODERATELY STEEP SLOPE _15%-25% y I I I I I 0 NO STEEP SLOPE = 010-15/o REFER TO S 213-2 DF!fINITIONS UNDER STEEP SLOPE(1) � I Li I • - INDICATES EXTENT- OF DISTURBED AREA I I I z er I I N 2 RLLJ 11 I i E EXISTING ROOF z CM J, I I ' I ___�.�___ I I I I OVERHANG O � Lo 1 0 j ' 1 / OTHER I I ( , EXISTING i I U Q i w/ I IMPERVIOUS I I I Q I I PAVING I POR H z Lij W Z 3: i � o _ \ _ -_= 15 FT. SIDE 1EET W \ I EXIST. DECK —��I I I I /YARD SETBACK I LINE CURB W> Z ABOVE UP 2R ^ LU Z o I - EXISTING --� II II II II I GRASS Q o 0 RIGHT OF p II II II II I WAY Z m ------ fl I I I I I I I I I I FRONT YARD W J W PROPERTY LINE A/ (V ------------ 0. PROJECT NUMBER PROJECT# REVISIONS PROPOSED EXISTING - — — y DATE DESCRIPTION GRAVEL INLET FOUNDATION STONE WALL PRETREATMENT TRENCH WALL (FOREBAY) 10 YEAR LEVEL BOTTOM WIDTH 3 11.3.17 REVISION OPTIONAL PEA GRAVEL 2 YEAR LEVEL 2 10.27.17 REVISION CHECK DAM UNDERDRAIN DIAPHRAGM -PEA GRAVEL RIPRAP W WQ LEVEL DIAPHRAGM 1p-9.29.17 REVISION W yr W r. W v. yr y • V. y v r W v W DRAWN BY CHECKED W V V' i V V. V• W V W V. W V W •' W V• V BM KB W W V• V. V W W V V' Vr W W V• •• V. W V• W W . 2:1 SLOPE OR FLATTER V SCALE pp 1/Un-1*—on --2:1 SLOPE OR A DATE 10/26/2017 30" FLATTER PERMEABLE V W W SOIL ► DESCRIPTION ` PROPOSED W V• •► V ` V. Vr Vr V. W W W W Vr Vr yr W W r' V W ✓r W W ✓' f+ �. . y •I V y W W •• V. •Y W •► V• V• y i .Y Vr W � ..y Y/ W W FILTER FABRIC- ;. J' SITE SLOPE W v' V W v' V' V• W W W W W V' W Vr V' -6"GRAVEL RATIO PLAN FOUNDATION- WALL 4"UNDERDRAIN PERFORATED PIPE DRAWING NUMBER 2 DRY SWALE PLAN VIEW DETAIL 3 DRY SWALE SECTION VIEW DETAIL � '" .i A-01 5 NTS HrS 0 c O o 0 LL z Zc r' O Y O 0,� w O } E Lu z z z10 N Z d - "C4 N N 00 >•o u w F N O r. N �N u a� �/ cc c �o �3.. a �a I I I MINIMUM SETBACK LINE I I w I I +/-100.75 I MINIMUM SETBACK - 0'-0"MINI SETBACK LINE FOR ir LINE SETBACK o MAXIMUM HEIGHT I a a O SETBACK LINE FOR I I a MAXIMUM HEIGHT z I I I I z w 101-4*-1 -i +98.83 0'-0-MINIMU 45 FT.FRONT YARD SCENIC I I SETBACK DISTRICT SETBACK I I a I I 45-0 FRONT YARD SCENIC DISTRICT SETBACK & N I � � WCL Iin- +/-96.73+ Ii 1os z I INCLINED PLANE I 30'-0°MINIMUM SETBACK II w W 9 SLOPE = 2.40 m ICE a _= jib I C ' z Z M -- - Z o N1 0 o t, In CO I �+93.97 N \ INCLINED PLANE co SLOPE - 80 +/-93 _ +96.40' (AVERAGE GRADE AT PROPERTY LINE) O z Q z PROPOSED ADDITION PROPOSED ADDITION z t. 8 (AVERAGE GRADE W Z j>>�10'-° A PROPERTYLNE u WW 33'-1 ' > Z m �, I Z Q ~ N C Z NT HEIGHT/SETBACK RATIO ELEVATION SIDE HEIGHT/SETBACK RATIO ELEVATION W J 0 NI 2 FRO -_. - 3 SCALE:1/8-=,-0• a 009 9 Z SCALE:1/8-1-0 N G U m o z M o W -n w � FRONT � o I ih ;n � 89.5 +89.46 +89.42 It it AREA IN WHICH PROJECT NUMBER AVERAGE GRADE PROJECT# jr-IS MEASURE ALONG REVISIONS PROPE TY LINE EXISTING / DATE DESCRIPTION FEB 2 O EASEMENT 2018 VILLAGE OF RYE 13R lLl�f�tG Q ��K STREET DRAWN BY CHECKED BM KB � HEIGHT/SETBACK RATIO PLAN - �r�,�M..� � �, SCALE 1/4"—1'— O" DATE 07/27/2017 DESCRIPTION HEIGHT SETBACK RATIO ELEVATION/PLAN DRAWING NUMBER OF Nf,\14 AIIIIIIIIIIIIIIIII020 OD c O o LL Z zZ U LL o 0o O [.,�, -Y 1 0E z z _Z 10 10 z� Q M N- NW �U C co F >� 0 QN }N U OD m Y a too Q N(L. - SEE STRUCTURAL DRAWINGS FOR FOUNDATION PLAN AND DETAILS c o r- is •.��r.�.•. �y.f •.L•'I`•,��j1��' �'�� O nP. .r �Y• �F 100, 7 Q'-O'i 6" o ;.tip (V a M Lo • 1 4 TYP. W Z 3: W w ,J p co p OO � Zm w Lu EXISTING BUILDING SLAB •�� ON GRADE WITH (V }' PERIMETER GRADE BEAMS PROJECT NUMBER e PROJECT# 1 REVISIONS DATE DESCRIPTION ■ ao .. FEB 2 0 2018 Al OF �Y �pO® 2 2 15 1 DOB PERMIT 11-E 1L01NG C�E�,��t-i��,gE�t-�- 1 10 2s 7 REVISIONS 7'-3y"V.I.F. 11'-8* DRAWN BY CHECKED 4' 1'-0' BM KB ----13'-0' ALIGN----- SCAUE Z1/4"=1'-0" A o DATE 07/27/2017 DESCRIPTION - ram, ► FOUNDATION CONSTRUCTION !, �F.- PLAN % DRAWING NUMBER a _ A—1 01 t a.+ OD r� o 0 r N 1■L Z Z �U 8 ° PROPERTY LINE, 0" TYP. O }-- I mW Z z zN z� m y X NW a H m o / E Q�/ W +-`� I I 0o I I U o I Y a ��I d tA a I II II IIce a- d O II II Z w O W N CDf NEW STEEL J w BEAMS ABOVE III Z o I II III EXISTING PAVING w 0 OUTLINE OF N BUILDING ABOVE I I X EL+91.75' I o I1- I III I a PR POSED CO 4 E FOUNDATION RETAJNING WA 02 o II I o II I W Z M 2 I o AZo� I I I a O ~ 0 _ � II I a o r- III I N � O 0 f w O o Q I z 3: I II I r A�0 W I I III I � V LLl w PORCH KITCHEN > z I Z Q W z � I LIVING ROOM O J X EL+91.75' I EXISTING V I I zm BATH -- ------------ - V♦ 0 I I W ziw UP DECK I I w/ N >- 21 JISER `(�■ UTILITY CLOSET I PROJECT NUMBER PROJECT# OWE N REVISIONS I A DATE DESCRIPTION PORCH DINING I I I Cnn EIll .NTRY ;� I I - I I 2 0 2018 3 2/15/1 DOB PERMIT o X EL+91.00 2 1/15/1 REVISIONS V�L� �, �Y� � 1 10 26 7 REVISIONS I I ! T R O Q�/ DRAWN BY CHECKED L 11'-4 �U��! BM KB ALIGN PROPOSED 8 1'-0 ��T EXISTING BUILDING CONTINUATION 13'-0' i_ FENCE & G SCAIF ROOF OVERHANG co OF EXISTING BOO/ ROOF OVERHANG 1/4"=1'-O" PROJECTION DATE 07/27/2017 UIL Ai DESCRIPTION 1ST FLOOR 15'-4` 5'-1 1/2" 2 ' 2 3'- �x"t CONSTRUCTION -20 Zo PLAN 4 EXTENSION OF CARPORT DRAWING NUMBER 3 20'-6yg• 48'-10y/4"EXISTING RESIDENCE EXTENT OF NEW CONSTRUCTION C ` N �� - �� • A l 02 mr 4. i OD c O p LL Z zt A20 L O `o IL }0-9 Y O �. 0 E Z z zC4 NQ CANTILEVER PROPOSED DECK. NO PROPOSED SUPPORT TO GRADE Y �',X SEE STRUCTURASL DRAWINGS AND ,;; m H m 10 DWG. A-302 DETAILS N F U 09 C> ,. >& a <N cit 0 }" 93L. 006 a �o o x Q 4)a 0o s16 - w e I o C e BEDROOM #2 Ll N I M N I 2 I 02 I o I 2 A2o� I M Lo O ti EXISlING RESIDENCE— E p 3'-0' 9'-0' — N O a �� QCLO W o 0oLo 1 A�oo W Z N I III EXISTING DECK AT ci > z 2ND FLOOR Z 3' ZLLJ Q Z Y ----1]---- ------- O 7' 1 1'4w I w O w e-- --I-fi--—t-;- - - ----_--_ i p -- --- II I r _ m � II I STUDY - - - Z -M- - - - W w II I I N n I —------------- --'�`_ ------- ------- E li I I FEB PROJECT NUMBER CLOSET CLOSET CLOSET I I �J 2018 PROJECT# BEDROOM #1 0 0 0 I 2 REwslorls F R�/� ��00� / DATE DESCRIPTION +J I I DEP alART&SET I I I I 2 2/15/10 DOB PERMIT PROPOSED CONTINUATION OF 1 10 26 7 REVISIONS DRAWN BY CHECKED 3'-0' 6'-0' 3'-0'4�4-00-1EXISTING ROOF EAVE OVERHANG / FEATURE BM KB 6 13'-0' 9 13'-0' SCALE PROPOSED ADDITION CC 1/4"=1'-O" 2D A os A2os o2 ��L DATE A2oo G� J DESCRIPTION 2ND FLOOR cc _�c ^�ti ,v '; A. CONSTRUCTION PLAN DRAWING NUMBER tit P1 -% �- A—1 03 7 j OD c 00 _N LL Z }V _N LL Zr O O Y a Y 0 � mE z z zN CANTILEVER PROPOSED 'Q m N DECK AT 2ND FLOOR. \ Q 5 cN NO PROPOSED H �U- SUPPORT TO GRADE �( F :) U ,o co m C4 PROPOSED ASPHALT O 00 m SHINGLE ROOF Q �r Y 2 02 0 I M EXISTING RESIDENCE O � Lo 7'-3y• zo � O c � � � Y W Q a wSKYLIGI ITS e O W z3: CV w V > z ECE Z Q .. UVE W ZY EXISTING DECK AT J 0 2ND FLOOR mwm 0 0 0 u Ll U co 1 0 ? 2018 W J w � LL G OF RYE BROOK ob T , r E PROJECT NUMBER N �n PROJECT# 2 A203 REVISIONS B DATE DESCRIP110N 1 10 26 7 REVISIONS PROPOSED CONTINUATION OF EXISTING DRAWN BY CHECKED 13'-O• 13'-0' ROOF OVERHANG PROJECTION BM KB EXISTING BUILDING-- EXTERIOR WALL, TYP. SCAM PROPOSED ADDITION 1/4"=1'—O" EXISTING ROOF DATE OVERHANG/PROJECTION A oo Aio3 Azo3 2 D A ` 07/27/2017 DESCRIPTION �� • ROOF CONSTRUCTION ct PLAN DRAWING NUMBER p ►�'a,r� A l 04 00 oa 1, } LL ,z Z r u ILLo Yo 0-9 o �. 0 W ISETBACK z CNI LINE OF EXISTING RESID CE z z PROPOSED ADDITION z LEAD INTO SPLASH BLOCK IN PROPOSED DECORATIVE RAIN GARDEN m n < W HLL - GUTTERS, PITCHED TO LEADER INm OUTLET AT 1/4/FT., TYP. ] w cg 19'-6 1/2" _ _ _ _ F Q T.O. MODULE ROOF STRUCTURE - - - - - _ w r04 U t0 ai LEADER ONTO SPLASH BLOCK IN x a m CL PROPOSED RAIN GARDEN PROPOSED CONTINUATION IN N, 10 OF EXISTING ROOF �\ �� i� i� �- CANTILEVER PROPOSED DECK AT 9"='fDRT�2" [100'-10 1/2" 3640 50 50 SUPPORTOTO RADE�SEEEA-302 T.O. SUBFLOOR DETAILS H ft I f - - = 1 = T.O. OF STEEL - 4 Q ° ° _ _ _ I— I I—I I — I I—i —I I —III—I I TOP OF PROPOSED FOUNDATION WALL ?�' °. a ° a a : = I=I I M I I=I I I= T-r-T- -I�f III - 1 / B.O. OF STEEL I .. d ° • =1 I I I -1 I _ III=1 I I=1 I El I I=IIMII=I I I=IIF9II=I I IM I I=I i IM I I=i I I- o� i*- G.' v• a ' d =1 I I=1 I I= I = I 1=I I I=I I M I I=1 11=1 I M I I=1 I I=1 I M I I=1 I M I M 11=1 I I= 4 III=_= I I I—I I MII1=1 I I 11—I I I—IIElII—IIElII—I 1El I-1 I Ed I I—III—I I I_ o'—o" _ [91'-0"] I=1 11- 1= I=1II=1 11=III I I 1==1II�11 Fd I I—I I I-1 I-1 -1 11—I I I—III—III—I 1[-1 11-1 11—IIElII—I I I—I I I—I I I—I I I-1I11 1— T.O. CARPORT SLAB ® FRONT 1=� _ __= I = II - =II= II _ _ II I I�I I I�I 1111 _- 11 F1I1=1I1=1 I IEEE Ed I I=II I I MlIM II I I I=III—III—III=III—I 1-1 I—I I-+i I I-111—I 11-11 I—III—I 11—I 11—I 1 I—III—II1-1 11-1 I I—III—III—I 11— 11 I=III=1 1=i 1 11=1 I El 11=III=I I Fd 11=I 11=III=II1=1 I I=1 =I 11=1I FEE III I I 1=I I I=1 11=1II=III=III=I 1 I I I=1I1=1 1=1 I I=1 I I=III=1I1=1 I I=1II=1I1=I 1=111=1 1=I i I=II1: NEW 4' MAX HIGH - 1=1 I El I I= _ _ = I=_= ___ _____ _ =1 =__ =ll1= = I = =1L1— =111=1 11=1I1=11 El I 1=I I 1=I I I=III=1IF I 1=I 11=1 I 1=1I1=I I I= FENCE & GATE 1=II I=I I1=I fl�Ellfftl=____ ___ _______— I=1II=III=I I I=II I=III=III=1I I=I I1=1II=1I1=111=111=III=111: Z M -1 11=1 I El 11=1 I F1 11=1 11=1 =1 11 E 1=1 1= I =1 =1 I =1 I =1 11=1 I C I f= 11=1 11= 1= 11=1 1=1 11= 11=1 11=1 =1 11= 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I- r` =1 I I=1 I I=1 I I=1 I I=1 I I—III—III=1 I I—III—III—III—III=1 I I—III—III—I =1 I I—III III—i I I—III—III=1 I I=1 I I—II I—III=1 I I III=1 I I—III—III—III—III—III—III—I I i—III—III—III—III—III O INDICATES PROPOSED RAIN EXTENT OF FOUNDATION WALL. �- NORTH ELEVATION GARDEN/STORMWATER IRRIGATION SEE STRUCTURAL DRAWINGS SCALE:1/4•=r-0• ALONG NORTH PROPERTY LINE, TYP. Q Y INDICATES NATURAL FINISH CONCRETE WALL Q WITH DAMPROOFING BELOW GRADE. 0 Q FEB z 0 2018 z W w w � PROPERTY LINE VIL�q�E � Z WHITE AZEK COMPOSITE PROPOSED ADDITION v w TRIM AS INDICATED ,�U �RYE� ��®Q Q 1LDING DEPARTMENT z Y ART��EN�' W z HARDIE PLANK SIDING WITH Q O O 4 SMOOTH FINISH, (GRAY) TYP. SEE ELEVATIONS FOR ORIENTATION V W _ 19'-6 1/2" cf) z co - T.O. MODULE ROOF STRUCTURE W J w OLD ANDERSEN 100 SERIES WINDOWS. �� SEE NOTED A-201 PROJECT NUMBER PROJECT# 101 .3d40 3640 30'4'Q 30'0 9'-10 1/2" [100'-10 1/2"] PROPOSED CON INUATION OF T.O. SUBFLOOR REVISIONS EXISTING ROOF PROJECTION - r DATE oEscRlPnoN Of �- T.O. OF STEEL � PROPOSED SECTI NAL E// ``• GARAGE DOOR / Q "HIDE AND SEEK" IN COMPOSITE MATERIAL 1 10/26/ 7 REVISIONS WITH GRAY FINISH AS INDICATED. DRAWN BY CHECKED =w BM KB I I 8 w o to. A SCALE 1/4"=1'-0" - - T.O. CARPORT SLA 3,,®1 R9t4� 0 DATE _— I—I I I—I I la I I—I I IE'l I I—I I I—I I I—I I I—I I I—I I IE'' I I—I I I—I I I I I—I I I—I I I—I I I—I I I I I=I I I-111-11 I—III—I I I 1 I I—I I I—I I I—I I I—I I I I I I—I I I—III—I I I—III' 07/27/2017 -I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I II = = = = 1 ��= = = _ _ _ _ _ _ — ,� 1�, DESCRIPTION —III—III—III—III—III—III—III—III—III—III—1 I I—1 I I—I i I—III—III—III—III—III—III—I I i—III—III—III—III—III— I I—III—I I i—III—III — — — — —_ — I III—III—III—III—I —I I I—I I I—III—III—i •t:: ' -.� III I I I I I 1 1 1 11II 1 1 11II I I I III I I I II1 1 1 11II I I I III I I 11I1 I I 11I1 I I I II1 1 1 11I1 1 1 1 1I11 1 1 III I I 11II 1 1 1 1I1 1 1 11I1 1 1 11II I I I(II I I 11I)I I I III I I I II1 I I I III I I I II1 1 1 1 II1 I I I III I 11I1 I I 11II I I I II1 1 1 1 II1 1 1 t 1I1 I-I I-I I-I III I I-'III-I I I I I I III I I III I I 1 I 1 I 11I1 I I I I I I I 1 I I I I 1 I 1 I I I I 1 I I III g 'R' t ' NORTH AND EAST 2 EAST ELEVATION , . EXISTING FENCE AT ELEVATIONS SCALE.1/4-1-0 PORCH TO REMAIN ra ri�3�• DRAWING NUMBER +s �m c 00 }9? Z Zr LIL U O 0-9 Y O PROPERTY LINE I 3° 0 m E PROPOSED ADDITION z z Z N HARDIE PLANK SIDING IN � I SMOOTH FINISH AS SCHEDULED EXISTING STRUCTURE Q ... m N 12 TO REMAIN of x UL NEW GLIDING 4 CUT AND PATCH EXISTING N �, m," PATIO DOORS ROOFING AS REQUIRED. I 8080R w `m� F }N U CO m to c 0 a �CL I I TW 100.97 9'-10 1/2" [100'-10 1/2" I T.O. SUBFLOOR 8'-10" T.O. OF STEEL [fill JI!IhI1 co rig 70-51/ _ _— PATIO DOOR TOP OF PROPOSED FOUNDATION WALL —III=III III=III=I I( =III=III=_ FIXED I— SIDELIGHT � / B.O. OF STEEL I-III=1 I =III=1 I I=1 I I I IEI I I=III=1 I 46"X95.5" F ❑00❑ = — = _ — ( ) III=III III=III-III �-III_III_III-III - 0'-9" _ [9,'-9"] I-III-I I -III-I I I-1 I III=III-III-I I I-III-I I _ I�I=-III—I =_= __111_=_____= _ -_ - - - - - - - -T.O. CARPORT SLAB r_ _ ® REAR I=1 I I_11 =III=III=1 ICI I IEIIIEI I I=III=1 I I I I -I I 1=III=III 111=III=III=III=III=III=I I I=III=11 I I I=1 I I=1 I I=1 I I=1 I I I III=III=III=III=1 I I=1 11 I=I I I=I I I=I I I I I=I I I=I I I=I I I=I I I=I I I=1 I I=I I I=I I I=III=III=1 I I=1 i 1=III=III=III=1 I I=I I I=I I I=I I I=I I I=1 I I=I I I=I I I=I I M I I I I I=I I 1EI I IEIIE III=I i El I III=III- IIM I MI I ICI 1�=III=III=III I I ElIElIElIEl 11=1 I F1 11=III=III=I I IM I I=I 11=III=1 I I=I 11=I I MI I I=III=III=I I I=III=III=III=III=1 I I=III=I I=III= -III=IIElII=III=III 1 J LI- 11 I=III=IIM I =1 I IE1I=III=III=III=III=III=III=III=III=III d I MIM I I=III=I I I=III=IIM1 I MITI=1 I I=I I I=I I F1 I I=III EI I F ElI=I IEI I I=I I I=I I I=I I I = _ .l Ll I I I I=I I I=I I I I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=1 1=I I I= Z M I I MI MI I I=I I MI I=III=I I I I I MI 11=111=1 I M I I=I I M I 1=11 I I MI I=I I I=I I Ed I I d I MI M I IEEI I MI I M I MI I 111EI I I=I I I=I I I=I I MI Ed I I=I I Ed I M11= I M I 1=I I I=I I I I I MI 1 O r%- III III III III III III III tit III III tit III III III III III-III III III III III III III III III III III III III III III III-III III III III III III tll III I I III - o H WEST ELEVATION EXISTING RESIDENCE if WEST ELEVATION � Y a LU 0 WINDOW NOTES: EXISTING ROOF LINE 1. PROVIDE ANDERSEN 100 SERIES FIBREX uj Z AT NEW ADDITION COMPOSITE WINDOWS AND DOORS IN WHITE COLOR C.) ; w NEW FIXED TRANSOM WINDOWS INTERIOR AND EXTERIOR. Q Z 5018, TYP FOR (6) ZY 52'-0'PROPOSED ADDITION NEW SHINGLES 2. PROVIDE CASEMENT, AWNING, FIXED, TRANSOM, ROOF ON ADDITION AND SLIDING DOORS AS INDICATED ON PLANS & W J O ELEVATIONS. Q O Q 3. PROVIDE AFTON HARDWARE ON GLIDING PATIO V DOORS IN SATIN NICKEL FINISH. V) Z m W � w 19'-6 1/2" 4. PROVIDE INSULATED LOW—E GLASS PANELS, CV I TYPICAL. T.O. MODULE ROOF STRUCTURE 5. ERNED GLASS "REED" PATTERN PROJECTED DECK HARDIE PLANK AS D HARDIE PLANKinj PROJECT NUMBER AND RAILINGS. SIDING, TYP. fR// /// � I SIDING, TYP. n ix 77 PROJECT# SEE A-302 �` �` ¢ - �` 5050 5050 i REwsloNs 5024 5024 9'-10 1/2" [100'-10 1/2" 3b4�0 a / DATE DESCRIPTION T.O. SUBFLOOR FEB 2 O 20 r 8'-10" v T.O. OF STEEL _ — I _ LINE OYAR F OF R r j BROOK 1 0/26/ 7 REVISIONS 7'-5" OPEN TO � R T&A,EN T DRAWN BY CHECKED TOP OF PROPOSED FOUNDATION WALL RETAINING WALL — — — _ 7 �/ �/ NEW 4' MAX HIGH BM KB / B.O. OF STEEL +94 --- — _ I FENCE & GATE scALE 0'-9" 91'-9" —I I —— +93 +92.5 T.O.OF WALL _ �� 1/4"=1'-0" [ ] _I=III=III=1 _ _ _ _ _ _ _ _ +91_75 _ - _ _ o,_o„ _ [ lgtE RC °�� 07 27 20,7 / / T.O. CARPORT SLAB =III=III=III I I=1 I I __ - - - I I _- - -_- - - - _ -_ _ _ _ _ _ _ _ _ _ At 0 ® REAR +91.25 T.O. CARP DESCRIPTION 1=III=111= =III=111EII1=1I I=1 I1=III=III=111I 11=III=III=III=III=III I I=III I I=III=III=III=III=III=I I I=III=III=III=III=III=I1 =111=111 =+90.50r�f -1 I I=1 I I=1 I IEI IEI 11=1 11=1 11=1 11=1 11=1 11=1 I ICI I I I I 1=1 11=1 11=1 11=1 11=1 I 111-111 111=1 11=1 11=1 11=1 11=1 11=1 1 1=1 I MI 11=1 11=1 11=1 I I =1 11=1 11=1 11=1 11=1 11=1 I I. �� WEST 1-1 I I-1 I I-1 I I-1 11=1 11-1 11=1 11=1 I Ed I I-1 I I=1 I____ __ 1=LJ1 _ 111==_ 1L==_ =1 I IEI I El I I-1 I I-1 I I- �: t�'= AND SOUTH -111=III=111EI I I-III=III=111-I I IEIII=I I IEI I I - 1 - I __ - ______-� IEEE 1I1=111EI 11=111E111=111 ` �� ELEVATIONS I_I I I I I I_I I I III-III III III III-III III III-III-II I-III-III I I I_I I I-I f l-III I I I_I I MI I I-I 11-I 11_I I I_I I I_I I I-I I I_I I I_I I III-II I I I I_I I I III r. EXISTING BUILDING DRAWING NUMBER _7� OD a� r C 00 r R Z }i`2 t c Y U O `O 0 � 0 F... m E 2 Z z ZC4 ROOF WITH R-38 A20 Z HARDIE PLANK SIDING (12") INSULATION. TYP. WITH SMOOTH FINISH, 52'-0" H x TYP. SEE ELEVATIONS N m Uo FOR ORIENTATION I I N imu H Q N 19'-6 1/2" Go DECK RAILINGS TO BE I a C SYNTHETIC, GRAY T.O. MODULE ROOF STRUCTURE Ilemr- FINISH TREX OR EQUAL I e FLOOR WITH R-30 o (9-1/2") INSULATION ^ N 00 s'-1 o 1/2" [100'-10 1/2"] BEDROOM LOS BATH LOS I WALL WITH R-19 T.O. SUBFLOOR (ALIGN W/ EXISTING INSULATION TYP. BUILDING SUBFLOOR) WALME "MiNt All — — — 8'-10" =1 — — — — — — — — — I — — — — — T.O. OF STEEL —III—III-11=_ — _ PROPOSED— , I11=1 I M 11=1 I I=1 i M I 1 I I- __ _ _ W16x38 SUPPORT BEAM 2 j SECTIONAL GARAGE —5 S� I DOOR TOP OF PROPOSED FOUNDATION WALL =III=1 11=1 I I=1 I I=1 I M I 1=III=1 I I=1 I I=III-1 I i "f�' — _ _ _ _ SEE STRUCTURAL DRAWINGS /B.O. OF STEEL 11=1 I MIII=III=1I1=1 11=1 I 1=1 I MI 111=1 I 1=III—I I --III=1 I MII=III=IIM IEE1 I 1=III=III=III=III T.O. OF CONCRETE FOUNDATION WALL I IM I M 111=1I11=1 J`I I I—I, 1=1 I�=Ejl11 11=1 11=1 I PROPOSED GARAGE / CARPORT _, o,_o" _ [91,_0„] I1 Ed I I '=_ 1=111=III— J u '� T.O. 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I O srEe PosrAeoVE U 0 CIO OTC 117f8 TJI 23D®tr aC Z _Z HOLD-DOWN ANCHOR 0 J LLJ � I I W � � WOOD POST � FA 18At'X 117)8'LVL I 8' 8• EXISMBUILDING � 0 WOODPOSTABOVE I I I I OffCT10N OF FRAIB4G EXfgTNa B<JLDNO I I (2)13W X 117W LVL 9LI1B ON GRADE I I IR I I I I x I I � I I b 4 11r�TJI23o®1s•ac MINIMUM CONCRETE I - VrX lWX IrBAW PLATE I I COVER FOR STEEL REINFORCEMENT,IN. ► o oo I I CONCRETE CAST AGAINST YO X 31 3 I S 117/B TJI 230®18"0.0 CONCRETE EXPOSED TO nP I aac 11718 Ti 230®16"O.0 EARTH OR VYEATHER I16 #6 AND LARGER 2 I R5 AND SMALLER 112 ——————————— I (2)13W 718'LVL r O (3)13w X 11718'LVL (3)1&W X 117fB'LVL ' CONCRETE NOT EXPOSED ------------J TO EARTH OR WEATHER SLABS,WALLS&JOISTS aO (011 AND SMALLER) 34 VERIFY OR NEW ROOF .. .. r�T HNIGERSARE TO BE SiE8IJN BEAMS AND COLUMNS--112 REMM AND REPLACE TO MATCH EXISTING ROOF TYPE HU FACE TM1Mf HANG918 LION LAP SPLICE SCHEDULE(INCHES) FOUNDATION PLAN SECOND FLOOR FRAMING PLAN BAR BOTT.BARS BOTT.BARS TOP BARS TOP BARS SCALE:IW-lAr SCALE U4=I*(r SIZE S<6" S>6" S It 6" S>6" 20 30 24 0s 02N5J18 1. DAT FOR ALL ELEVATIONS SHOWN ON PLAN IS TOP OF FRONT CARPORT CONCRETE 1. ALL STRUCTURE M MI ON PLAN E NEW UNIMS NOTED EXlST>TJG. sai AS NOT® UM SLAB ELEVATION 40.FOR ACTUAL ELEVATIONS SM ARCHITECTURAL DRAWINGS. 2 Ile -'DENOTES NEW FRAMING UON- Nis 25 24 38 30 Daft M Cl By MAM 2 TOP OF SLAB IS 40 WJES3 OTFEIMSE NOTED TIMIBQON PLAN. 3. r N'DENOTES WOW POST WITCHING WALL AND BENT THICI(NE3& 3. FOR TOP OF ALL CONCRETE WALLS SEE ARCHITECTURA ORAWING& 4, TYPICAL HEADER ON T108 PLAN R9 2-13N4 X 91R LVL UON N6 33 28 46 38 4. ALL STRUCTURE SHOWN ON PLAN IS NEW UNLESS NOTED OLD. 5. HEADER ELEVATION TT)BE DETER04ED BY THE ARCHITECTURAL DRAWINGS PROJECT# 17066 8. SILL PLATES SHALL BE FASTBED TO CONCRETE WITH 5VO BOLTS AT 3r at IF EPDXY PROVIDE DROPPED HEADERS WHENEVER POSSIBLE 97 45 36 62 50 IS USED IN EIJ OF ANCHOR BOLTS PROVIDE B BINEDM ENT. 8. PROVIDE LVL RN JOISTS-TRUSS JOIST R31 BOARD NOTALLOWED �' L 7. JOIST HANGERS ARE TO BE SaIPSON TYPE HU FARE MOUNT NAIJGERB UOK 8. FLOOR SHEATHNG SHALL BE 3W T&G APA RATED 4824 ADVANTECH. 89 74 80 104 84 FOUNDATION PLAN 9. — r BOMBBEARNB WALL ABOVE WK AND SECOND FLOOR FRAMING PLAN BOTTOM BARS HAVE LESS THAN 12 INCHES OF CONCRETE BELOW THE BAR.ALL OTHER BARS ARE'TOP"BARS."S"IS THE BAR SPACINGsmi Dc�,p 0 1 OF 4 s*m • U SCHEDULE OF MINIMUM WOOD FASTENING REQUIREMENTS SCHEDULE OF MINIMUM WOOD FASTENING REQUIREMENTS N a ••-, CONNECTION FASTENING LOCATION CONNECTION 3-3.14 GAGE STAPLr4STENING LOCATION U m 3-8d COMMON 25.2"PLANKS AT EACH BEARING 1 JOIST TO SILL OR GIRDER 3-10d BOX TOENAIL 2-16d COMMON 3-3'x 0.131'NAIL 2-16d COMMON 3-3"14 GAGE STAPLE 3-10d BOX TT 2-Bd COMMON VALLEY HIP RAFTERS; 3-3"x 0.131'NAIL FACE NAIL w_.� 0 2-10d BOX 28 ROOF RAFTERS TO RIDGE ALLE OR I RAFTS 3-3'14 GAGE STAPLE OEp(8fl OW 2 BRIDGING TO JOIST 2-3'x 0.131"NAIL TOENAIL EACH END OR ROOF RAFTER TO 2"RIDGE BEAM 3-10d COMMON • I 2-3"14 GAGE STAPLE V 2-8d COMMON 3-16d BOX s 3. 1'x Cr SUBFLOOR OR LESS TO EACH JOIST FACE NAIL 4-10d BOX 2-10d BOX TOE NAIL • -- i 4.WIDER THAN 1"x 6'SUBFLOOR TO EACH JOIST 3-8d COMMON FACE NAIL 4-3"x 4-3'14 GAGE STAPLE NAIL W8 X 1S _pp � 3-10d BOX ► i► 5. 2"SUBFLOOR TO JOIST OR GRIDER 2-16d COMMON BLIND AND FACE NAIL 4-10d COMMON 1 HES4 X 4 X 1R,TYP. i 27.JOIST TO BAND JOIST END NAIL q i i I f 16d COMMON AT 16'O.C. 4-3"x 0,131'NAIL 1 I 16d BOX 4-3"14 GAGE STAPLE p 6. BOTTOM PLATE TO JOIST OR BLOCKING TYPICAL FACE NAIL 3"x 0.131"NAIL AT 12"O.C. 3-16d COMMON Os 3"14 GAGE STAPLE AT 12'O.C. 4-10d BOX 04 i 28.HEDGER STRIP FACE NAIL 4-3'x 0.131'NAIL i 2-16d COMMON AT 16"O.C. 4-3"14 GAGE STAPLE BOTTOM PLATE TO JOIST OR BLOCKING AT BRACED 3-16d AT 16"O.0 ►' i} FACE NAIL 12'AND LESS 6d COMMON OR DEFORMED i► WALL PANEL W x 0.131"NAIL AT 16'O.C. 8d BOX OR DEFORMED 3"14 GAGE STAPLE PER 18' 2 3l8'x 0.113"NAIL ,rt•EL A i 2-16d COMMON 1 3f4.16 GAGE,7/16-CROWN -- I► 7 TOP PLATE TO STUD 3-10d BOX END MAIL 29.WOOD STRUCTURAL PANELS AND PARTICLEBOARD.a 19 TO 3/4' 8d COMMON OR 9 �� 0' 3-3'x0.131"NAIL 132"3-3'14 GAGE STAPLE SUBFLOOR,ROOF AND WALL SHEATHING(PO FRAMING) 6d DEFORMED 2318'zO.113'NAIL 4-Sd COMMON 2'16 GAGE I I► 4-10d BOX TOENAIL 71W TO 1' 10d COMMON OR •A "e- 4-3"x 0.131"NAIL Sd DEFORMED 084200 I i 4-3"14 GAGE STAPLE 88 x x 8 STUD TO SOLE PLATE 1 1/8'TO 1 1/47 10d COMMON OR 2-16d COMMON 8d DEFORMED i •�^y g B 3-10d BOX I i O 3-3'x 0.131"NAIL END NAIL 314"AND LESS 8d COMMON OR 2X10RR®19'0C I► 3-3"14 GAGE STAPLE 6d DEFORMED 16d AT 24'O.C. SINGLE FLOOR(COMBINATION SUBFLOOR- 7Ar TO 1' W COMMON 2 X 4 RR A 18'OC I 1 od BOX AT 16'OC UNDERLAYMENT TO FRAMING 8d DEFORMED --_ I 9. STUD TO STUD(NOT BRACED AT WALL PANELS) 3'z 0.131'NAIL AT 16'O.C. FACE NAIL 1 1/S TO 1 1/4 10d COMMON ► 3'14 GAGE STAPLE AT 1('O.C. 8d DEFORMED Fi 30.PANEL SIDING(TO FRAMING) 1!Y OR LESS 6d CORROSION RESISTANT SIDING OR I 16d AT 16"O.C. 6d CORROSION RESISTANT CASING STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL 16d BOX AT 12"OC FACE NAIL I i CORNERS(AT BRACED WALL PANELS) 3'x 0.131"NAIL AT 12'O.C. 518" Sd CORROSION RESISTANT SIDING OR r i 3'14 GAGE STAPLE AT 12"O.C. 8d CORROSION RESISTANT CASING - i i 16dAT16"O.C. -- i 10d BOX @ 12'OC FOR FOOT NOTES REFER TO INTERNATIONAL BUILDING CODE TABLE 2304.10.1 0 i i O i 10.DOUBLE TOP PLATES TYPICAL FACE NAIL i I L--------- ATI2'O.C. } r----------------- _-^- 3"14GAGESTAPLEATI2'O.C. a O►I ► 8-16d COMMON Q I Z 1 i i DOUBLE TOP PLATES AT END JOINTS 12-10d BOX LAP SPLICE n O O O i 12-3"xO.131"NAIL r! W It 2 X 10 RR®1S'0C 12-3'14 GAGE STAPLE TYPICAL FACE NAIL 3-8d COMMON Z Z m 11.BLOCKING BETWEEN JOISTS OR RAFTERS 3-10d BOX W J W ________________y ! ► i i i i TO TOP PLATE 3-3'xO.131"NAIL TOENAIL O N�"" ___ - 3-3'14 GAGE STAPLE W�I � Sd AT�(152mm)O.C. p FES � O201 i 12.RIM JOIST TO TOP PLATE 10d B OX TOENAIL � t� I t_____________�i_______i f 3"x0.131"NAIL ATB'O.C. g ►i Ir----------------------,t 41 O � 3'14 GAGE STAPLE AT 6'O.C. 2-18d COMMON ,`/� 1 ' ''�''' rI i i► 13,TOP PLATES,LAPS AND INTERSECTIONS 3-10d BOX FACE NAIL Y X14'LVLCANT. �., 3-3"x0.131"NAIL 0��Y� ,s 3-3"14GAGESTAPLE ��L ��(n ROOK E mam Pam' ----- 14.CONTINUOUS HEADER TO STUD 4 8d COMMON TOENAIL ,,vv VV '^�iL'1� � 4-10d BOX 3-8d COMMON 15.CEILING JOISTS TO PLATE 3-10d BOX TOENAIL ( 'x0.131'NAIL �I i► 3-3'14 GAGE STAPLE i 16.CONTINUOUS HEADER TO STUD 4_ MON TOENAIL X. 2X10RR@18'OC 10d BOX 2X10RR@WOC 1 7or ►O 3-16d COMMON MINIMUS i 17.CEILING JOISTS,LAPS OVER PARTITIONS 4-10d BOX r I (SEE SECTION 2308.7.3.1.TABLE 2308.7.3.1) 4-3'x 0.131"NAIL FACE NAIL -------- - I► 4-3'14 GAGE STAPLE r - 18.CEILING JOISTS TO PARALLEL RAFTERS (SEE SECTION 2308.7.3.1.TABLE 2308.7.3.1) PER TABLE 2308.7.3.1 FACE NAIL 3-10d COMMON 19.RAFTER TO PLATE 3-16d BOX r (SEE SECTION 2308.7.5.TABLE 2308.7.5) 4-10d BOX TOENAIL ------------ ------------ 4- x 31'NAIL 3-3"14 GAGE STAPLE 0 0 2-8d COMMON - .. .. .. .. .. .. .. 20.1'DIAGONAL BRACE TO EACH STUD AND PLATE 2-10d BOX FACE NAIL 2-3'x 0.131'NAIL 2-3'14 GAGE STAPLE FACE NAIL JOIST HANGERS ARE TO BE SA P80N TYPEHU FACE MOUNT HANENLION 21.1"x 6"SHEATHING TO EACH BEARING WALL 2-8d COMMON FACE NAIL 22,1"X W AND WIDER SHEATHING TO EACH BEARING WALL 3-8d COMMON FACE NAIL 3-10d BOX 16d COMMON 24 O.C. ROOF FRAMING PLAN 3" BUILT-UP CORNER STUDS 3'14 GAGE STAPLE 18"O.C. SCALE.tW a 1'4r 20d COMMON 32"O.C. NOTE I Od BOX AT 24'OC FACE NAIL @ T 8 B 3'x 0.131"NAIL AT ZC O.C. STAG.ON OPP.SIDES I. '■'DBom WDoo POST HutT aim WALL AND BEAM neD(N ss 24 BUILT-UP GIRDER AND BEAMS 3"14 GAGE STAPLE AT 24'O.C. I» (013118 AS NOTED 2 DENOTES NEW FRAMNO UOK DOUBLE TOP PLATES �ABy JS Gee'MAM 3. TYPICAL HE DER ON TENS PLAN IS 2-1 S40 X 91?LVL U0k LEGEND 2-20d COMMON 3-10d BOX FACE NAIL®ENDS 4. HEADER ELEVATION TO BE DETERMINED BY THE ARCH17ECTURAL ORAYIIBM &® 17 3-3'x 0.131"NAIL EACH SPLICE PROJECT# PROVIDE DROPPED HEADERS WHENEVER PEE 3-3"14 GAGE STAPLE IL XXST HANGERS ARE TO OF 3NSON TYPE HU FACE MOUNT HANGERS LION. Tlk 6. ROOF SHEATHING SHALL BE SW TW APA RAT®4821 PLYWOOD. r13 HOLD-DOWN ANCHOR ROOF FRAMING PLAN Wool)POST SHEAR WAIL SCHEDULE AND WOOD FASTENING SCHEDULE ODWO POST ABOVETYPESHEATrNG EDGE NALING BLOCKM FINDNA ING HOLDOWN ROUNOAw � DIRECTION of FRAMM g roo STUOS 1-SIDEDf32' TRI IC 16 SiTUTW 8d 4'OC YEs 80 12.OC SON" 2 m off: vo PANELS (0.191 x 11I!') (0131 z 1112') S=2 2 OF 4 s am I �8 • NOTE 'A'• NOTE 'B': NOTE'C': •" �IyH, FOOTING UST L TO FOR DO INTO BUT1R£SS T IN- !VERE HggHT OF PAR IS LESS N� EXETiHO�� WALL F.09 CAN p� E Q0�jG7iETE PIER jTH iv. FORCED j p�TJ I.S. 'T1rPICAL ALL ili 1'-8 D"BUTTRESS PRO,lECT10}1.MINIMUM SIZE FOR PIERS SHALL BE �yATION SHO NNG ADD��pp 8 AT OPEN GS MID DL$'Dd INTO F TRIG m —�I �EOUS R>`JNFORCING DEfAIIS. AN OMIT Do"as-. I I I BEAM AND CONCRETE WALL 24 X 24. gt F ELEV.OF OF PIER o NEW FLOOR SIEIITHiNG ^.i l I SEE PLAN FOR S� �g-S fflIiER C MN OCCURS. EXISiiiG SUBP�AOR IEyy� I SHEAR WALL 1'-('TIN. MERE NO MN (( SEE PLAN FOR S� Sofflm DATUM-FOR OCCURS.UNGS 1HER SEE COLU N SCHEDULE I - �/.S£E PLAN SPECIF1CALL: O ON PLAN --NOTE-- ERE�p COLUMN W FOB OR I COL. Oro do FRAMED SLJ18 BEARS oN PIERS PRov1DE cawMN(tF ANY) flT EXTERX)R SHEATHING-sff I BEAM 4-/5 X 3'-0 Do�yELs c� °QS'�G SD SHEAR WALL SCHEDULE Fort Hod® FR�I egNd►TH i NAILtNIi REDLJrR91BJTs-TYP. I W e� � o i oa MlooDsnwWuscuD 1Od0rOCFLOORIDBENAILS FOB U �, , HAUNCH SLAB O I I ilADONG SEEPLAM-TYPICAL UNRDNFORCED-,StJTiRESS I I ATTACH PLVW000 TO Bl=W lW OR GRADE BNEATME SEE COL TO CQ11ER JOIST HANGER 2-DM SU PLATE FLOOR SHEATHNG- Cmem mu AS omm o wm AT PLAN(SEE 0 'B') I 1 I _M tOd NAILS®roe SEE PLAN FOR TYPE IST B 4- X 3'-0• — oasTetG DCTEttIDR WAIL.BEYOH®��I SEE PLAN FOR TYPE ou®oea 000as sr oT►�Is ,sT aAr aNLr BUTTRESS DOWELS- I• I BASE PL 4 IN. �C LEMIRE BEAM PROVIDE 13W X 11?/r LVi 30 Mi PIMI FOR SM TIN. SEE NOTE C' TOP OF PIER—FOR ELEV. TING. ERE SECTION S1 JOIST I �FOUNDATION m FOOTING.NO OCCURS No PIER o�"aURs SCALE-3Ja�=r-0' Lv<ooNrtPaJot� SIX PLAN MR� � ,Y SEE DETAILS BELOW ( I �E FOUN FOUNDATION PIER—FOR�AND I I REINF SEE FOUNDA19N LvLmOpalowl i—— ———— —i PLAN(SEE NOTE AAA)80�30ti CLIP i JOIST-SEE PAW FOR SIZE Al(p �HW MSM PLAN OBo�6 RONFORG'CIN°R SEE PLAN PIER DOl*y 4 ERA WEl S 0" = 9 SHEATHIM STEaBEaM-SEE PLMRRSIZET AND FOOnA1G SCHEDULE 4—15 X 3'-0' X 3 � LVLBtACI@1G FOB S6PLANPORTYPE IL4 DOTING-SEE • SE PLM FOR SUE m �FOOTING�EDULE� t° DETAIL III 1 ` I rye 'LVl satin BLACK 02POC PROVIDE HM ONLY IF .- 084200 ®13TBArOHLr RE TO MAINTAIN �ACEIN�EACHUDIRFECTION SEE DETAIL/1 Ems' LYL BL:io.ly � BOTTCQ OF FOOTING. P. - SECTION S2 SECTION S3 _.C—F Fo�ELNEDVATIO SEA / SSE 3W a 1'-• SCALE SW=V-7 3'CLEAR.MIN. C.L COLUMN.PIER AND FOOTING C.L COL.PIER dt FIG. JOIST DETAIL # 1 DETAIL#2 / SEE PLAN FOR=nV. BUTTRESS, PIER AND FOOTING PIER AND FOOTI G LVLSOIDBNACK 2X4SRJD6lrOC TYPICAL., ClUTTRESS, PIER AND FOO-nNG DETAILS LVL STD PLAN FOR SIZF RooR sHEATr+DK;SEE PLAN sHEJ1R WAi1 LENGTH SECTION S4 JOISTHYVNGER SEE PLA N , ZO W=t'a ROW FLOOR NOTEFOR TION NOT Si+OVn+SE SIXTION Sz as3 sI>=PLAN FOR s� Jolar PLAN FlEHD NALLiNO 00 H1 AT EACH RAFTER 8EE SHEAR WALL r3CHEDU.E �NALWO BEAM AND WALL DOLJeLE 2X TOP PwnE Z Z m ILLJ EDGE NAILING PROVIDE APA RATED WALL SHEATiNG 0 ,J � • •• AT PANEL EDGES 2X STUD WALL Q� W FOB MULL STtD G FRAMIN PROVIDE SOLID SLOCKIWANDEDGE STEEL BEAM SEE PLAN FOR . . KUM AT ALL UNSUPPORTED PANEL SBON HB S'Y O.0 PROVIDE HOLD DOWN EDGES IN BLBLOCKEDDIAPHRAMS ♦� •• ANCHORS AT UICTS OF _ 3J4'0 HLTI HAS B SI'QC •• lLIB'0 THRU BOLT®3r OC W V EMBEDMENT STAGOHs® •• ALL BHEAR WALL PANELS PftWDE Hlln HR•Mf 200 DOILY ' •• LK�� SEE HOLD DOMIN DETAIL eLoaa®oIAPHLRAGM! GROIJTFIG EXTERIOR WALL WOOD BLOCKING PRWME MIA.TPLE STIASAT gig�AMi lIff PL AHl SHEAR WALL BOUDFaES m U LL3 c�ING SEE AKK DIM W WALL �®� 2X SILL PLATE(ADD P T.2X SiLL PLATE lu -t ,� AT CONCRETE OR WALL BEARING 118 I I FLUSH STEEL BEAM DETAIL HDJNGALANGSILL ate. ROOF RAFTER TO EXTERIOR WALLS CONNECTION 2XSTLLPLATE GENAS NTS (ADD P.T.2X Sil PLATE AT WOOD BEARING) PLATE 3•15 BARS CONTINUOUS NOTE:WHEN STEEL BEAM IS Ir OR DEEPER PROVIDE 2 ROWS OF BOLTS .. .. 32=STASGER O(BE FLITCH FABRICATION DETAIL) TYPICAL SHEAR WALL DETAILS TYPICAL SHEAR WALL SECTION OPBOM NOT SHOWN FOR CUNTY.SEE HUM FOR WORIIATION HTS COLIJI N,PIER AND FOXING I WALL AND F+OOTaNG FAH ECE CONCRETE WALL I F.O B I /6 DC+yIIRB$1®M'QG A (AIUMN . SEE PLANSEE PLAN FOR B' Nab®1rOC 1 HORIZ3NTAL RN�®G 814�HOOTED ANCt10R BOLT8 I BLAB.H AM MN. FEB � O SEE SITE PLAN OF PO~I TYPICAL DETABS 8EE STTESf TE P i TION TiO WA TO TOP 2018 #5 0 l7w SLABSEEPLAN YlBZITCAL HAUNCH SLAB A8 SIHOWIN ( 2 X_STUDS®11C 0.0 I ----X-x ,?WALL SHEATHING APPLIED IIVILLAGE F RYA �ROp --- BC L1 1NPARTME HORIZONTAL OR VERTUL FROM h I5"as®lrOC -- Ilf�ll .1 x-x—x—:—x—x-: o• GATTALL�►THMSEAMS I 'i`� ��RTME 5r18 sc&AS NOTED I JS Clyded wm CONTNUDLJS FoonNo �' Wi 2-Nd Bat®tr o.0 @ O BARS @ 1r OC HWaWAL SaESOH1 HDIE-$1�2.5INOLDDowN BRACKET. FJ1t71 wAY T88 �DDMIBS�EDIT ac. 17068 • Gems®1roc PROJECT I# Fq t4 #5 DC4WLS®tr OC 3 W O14FTER ANCHOR BDLTS-SIMPSON TIN t" 0- BI TES O tr o c. SEE PAW SWAB 3WX W OR EDIJAL SET Fmn 46 PIER SEE PLAN HiT-W 20O ADHESIVE-V MINlW MOMENT IN CONCRETE DETAILS AND FooTNa sIf PLAN � Carr.FOOTING SECTIONS . _ ' WJ 2 5 BAR BOTTOM STEEL BEAM SEE PlAH1 FOR SIZE Tau SIB PLAN SEE PLAN EACH WJAY BOTTOM SEE PLAN �• TYPICAL WALL SECTION BUTTRESS DETAIL TYPICAL TERRACE WALL DETAIL HOLD DOWN DETAIL TYPICAL SIMPSON HDU-5 k5=3 BEE ARCHRiECT1AIAL DRAWINGS MR OTHER WORMATXIN SCALE W=V-T SCALE 3J4'a V-V SC L.E NTS sr�a Nrs NIOTE:TrPM CRAWL SPACE FOUNDATION WALL SlMRW 3 OF 4 SHEETS GEN130I NQTE8 DRAAWOM Bur HEST SE APPROVED BY THE E NOINIFER. ALL WORK SHALL COMPLY WITH THE STATE BUILDING CODE AND THE RSXTtBJEKTS OF THE LOCAL MINICIPALM. ALL LVL'S AND PSLS SWILL BEAR A STAMP IDEN TIFYNGTE NAME AND PLANT OF TTE MANUFACTURER THE GRADS TH NATIONAL REPORT NtM6BR AiD THE QUALITY CONTROL AGENCY. SLAB REINF., FOR BEAMS, ALL E)WM STRUCTURE SHALL BE VEIN AND SURN11M TO THE eiGOdEE t PRHDR TO •: TOP OF SLAB Top OF coNO. . '� THE T• �•A � 1-1/2-(TYP.) 1-1/Y(TYP.) START OF VYOW ANY D ANCER SHALL SE REPORTED TOTHI£eNGNEet AND TO THE ARc HnWT LAMINATED VENEER uxrBet(LVL)DOLL IE'INCROLLMMr RATED M CONT.THRU 65 X 5—o O 12'. 1-1/2- JOINT 2-1/2• IN.T*O BARS 2-1/2' STRLCTURAL DRAWINGS SWILL IE USED WITH THE ARCHTrEMRAL AND MECH A?WAL DRAWINGS AND THE WOa( PARALLEL STRAND LUMBER M SHALL BE'PARALLW RAT®2M. o 1-1/Y CL RECLINED BY EACH COORDNAT®. �++ o ALL HwNDLaNG IHNsra u+TroN PROCEDURES MUST 3iPPilEO BYTE FIIIwIFA1:TLLREROR OLstRMtETDRAND SHALL a ~V RffBt TO ARCITTECTURAL DRAWNGS FOR FASCIA AND PASTING DEEMS.WALL AND FLOOR R NISHES,FIREPROOFING FOLLOWED ER MY.I JOISTS,LVL BEAMS A PSLS SHALL NDT IE ALLOWED TO(NET WET AT ANY 71 E. �— — FBOUN13BIB AND OTHER NFdiNnON NOT SHOWN ON STRUCTURAL ORAWIM W Q MULTIPLE k06ERS SHALL BE FASTENED TOGETHER N ACCORDANCE WITH THE WARS SHOWN ON DRAWINGS BUT I g B THE CONTRACTOR SHALL VERIFY ALL DHAVANGS FOR COORDINATION BEiWJE N TRADFA LOCATE SLOTS,SLEEVES AND WiTH A MUi"OF 2 RDW8 OF 1SD NAILS AT 12 N M OC FOR DOUBLE MEH�iS A D A IOYIM OF S ROWS OF 18D t -�`—_-�'-- TRENCHES AS REQUIRED FOR 19THANCAl TRADM PROSE AND'OR N.4TALL ANCHORS,INSERTS,HANGERS ETC.,AS NAOB AT 12MC NAaM FROM EACH SIDE FOR TRIPLE MEMBERS. V 0 2ND POUR 1ST POUR 4 — BOLT DETAIL ? — BOLT DETAIL THE CRC F OR SHALL L TRADES_ FOUR PIECE MEMOM SHALL BE FASTENED TOGETHER WITH 2 ROWS OF 1W OIA IETFR TH R000H BOLTS AT i2'OC. �.♦ �0� THE CONTRACTOR SHALL NOT CA16t1OAD THE 8'iRUCT11fE OR HLPt>SE LOADS LARGER THAN THE NDl(AT®DE�NI �j eirLxr X 4' _O a.O.C.. L OADB I IMM ADEaUTE SHORING AND BRACING 0 PROVIDED.CONTRACTOR SHIALL APPLY AND BE FULLY LVLS(PSIS)SH Wl NOT Bar CUT.NOTCHED OR HIOLED UNLESS PREVIOUSLY APPROVED BY THE E!I[44MR OR SHOWN � 0�GX 4*-0 EDO�1• RIMPONSBLE FOR ALL SHIORING TO F ERI lA THE WORL D Hi>�£!i THE STRUCTURAL DRAYM GS TOP OF SLAB ON GROUND REINF..CONT. OR FOOnN%ADD ADD X 4!-0*O _ THRU JOINT 2-05 X 5'-0 W.VETtT.SPACING qN,FLOOR �/-3 4 11 1�A9 U Ts ._ L am- � p 31Q'MINIMUM B NO d FRAMED SLAB OR 0 NO SEE BASE ALL FOOTINGS SHALL SEAR ON LOCISTU RIOD 3%HAVQiG A PREWMVE ALLOWABLE BEARING CAPACITY OF 2 TONS FOR Au LVL OR P8L IDS SLAP F SLAB ON GROUND BEAM & CONTINUOUS FOOLING GONC, WALL OR GRADE BEAM TE PER SQUARE FOOT MLNMkK WAH ONGlolm' ALL FRAMING SHALL BE DOUR N ACCORDANCE WITH THE LATEST EDITION OF 1NTOK DESIGN SP6MR ATLON FOR Q� 4• FOOTING BOTTW7YS MAY�LOWB�TO ACCdHM100A1E IECFHMBCMII BN5UW1T10N&IrOrMBR®FOOTINGS SHHALL BE THE STRESS GRADED LIIIBBt AND ITS FIL4TiB�iS A8 PlJSl15H�BY W1TTQ41L LUMBER W WIFACTIfBt�3 TYQ I C A I C O N S TR U C TI O N JOINT D E TA i LS m 81TB'P®2HOR®NTALTOI VBUXAL PROMDER CONCRETE P@tSATL�lY9�COLUYNFOOTI FOOTINGS, THES1 THaL F%L BELOW SLABS ON GROUND SH W L W.PLACED N UFTS NOT Ba=M r N THtpQ M MD OOAPACTI�TO BBl6 >�—x OF THE MODIFIED STANDARD DENSITY AS PER ASTM D-IW.SOL RLI BELOW SUBS ON GROUND SHAu BE A POROUS, ALL LJJMIM MATB2 U USED IN THE BUILDING SHALL BE GOOD,SOUND.DRY MATTRiAL FREE FROM ROT.LARGE AND r • r r � ' GRANULAR MATERIAL WITH 15%MAX.FINE MATERIAL WHICH PASSES A NO.200 SIEVE. LOOSE K NOM SHAM AHD OTHER I P W♦4B�Y THE STRENGTH MAY BE IIPAiR M AND OF SIZES EL A Q NOTE A• NOTE B'- PEIs Tu INDI ATED ON DRAWINGS. 4a� '4 FOR DIlW1�,,StON'A'.SEE DEVELOPMENT AND BAR SPLICE SCHEDULE. HOOLC EXTENSION'B'I 16 BAR DIAMETERS.NOT LESS THAN 12'. �} SAL]FiL STALL NOT BE PUJICED AGAINST FOUNDATION OR RETANifi wAtL8 Bff0lE OERCl/D AILp FRAMED FLOORS THIS CRANING. OMIT HOOK FOR BOTTOM BARS ONLY. ;€ WINCH BRACE WALL ARE IN PLACE AND BEFORE THE CONCRETE HAS REACHED 69%OF iTS STRENGTH. ALL Wpgq{pM}{Ip NdLI0N6 tA1�1O►BLOCIONgs BRDGlN(T,ETC.SHALL COHFp51 TO TFE LOCAL STATE BUILDING .. HTO OF BACK ILL WiTH APPROVED GRANU AR MATERIAL.64CP M FRONT OF WALLS SHIALL BE DOLE INLAYERS.NOT TO CODE A CONCRETE EXCEED 10 NCIE& W COMPACTION SMALL BE 05%OF M MUM DENSIITY AT OPTIMUM MOISTURE CONTENT.EXCAVATION* MUST BE FREE OF WATER WHILE FOUNDATION WORK B IN �PROGRESS.11ACI1 EQUILY SO THAT THE DIFFERENCE P<SOVDE U �'AND ROUGH FRAMING MARDWAAF A8 REQUIRED. 'A' Q(TEND CONT.BARS BETWEEN BACKFils ELEVATION B NO MORE THAN 24r. 0642 •A• I ERE POSSIBLE 'B• .B. BASE PLATE TES ALL NEW Illi6ERR SHALL BE HEMM N0.1 OR BETTER,W ITH IMNDIUM ALLOWABLE BBDNG STRESS OF W.100 PSI AN CORSPUN 'B' i � 1��}4�� T FODiif iG TRUCKS,BUJ.DQZBRS OR 07MR WAVY LQURENT SHALL BE OPERATED WITH CAUTION AND N SUCH A WMBR AS TO �AWM P.L BAR a : BAR ao a • • F4ATE •IIODI( ALL LUMBER SHALL BEAR VISIBLE GRADE STAINING. CONCRETE 1_'1�oT a��tT� ALL BENIRB AND JD►STS AND RAFTERS To BE ffiT WITH W1T1At11L CROWN UP. GRDU ALL CONCRETE WOW,MATERIAL&DETAILS AND CONSTRICTION METHODS STALL COMPLY WITH VECFiCATION FOR a 0 i a jm 0 ° THANACI 318,W 1® HE fT10W OF T AMERatJWA ETE INSTITUTE AND R60UREME?8 OF THE LOCAL PROVIDE LVL RIM6 LESS JOISTS-TRUSS JOIST Rlrl BONRD NOT NL011�. 0` 0" BUILDING CL COL..PER,BUTTRESS OR FTM '�• 0� PROVIDE DOUBLE SOUR BLOCKING UNDER EACH POST ABOVE WHEN A HEADER S NOT SPEC I BOLT AHND Fh BaTTaf11 CAgT�p<, CONCRETE SHALL CONTET OF A STONE AGCIREOATE YIXACHElINOA FIwIMH ooraPREssnlE .A. EXTEND CONT. •A• STRENGTH OF UM PSI ATAGE 28 DAYS.CONCRETE FOR SLABS ON GROUND SHALL HAVE A M DAY STRENGTH OF 4,000 PROVM DOUBLE FLOOR JOIM UNDM ALL WALLS PARALLEL TO FRAMING.PSL BARS*HERE CONT.BARS POSSBLF CON T.BARS CONT.BARS TYPICAL CCUUMN BASE DETAIL PROVpE CODSi UCT=JOIN13 N SASS ON GROUND NOT IIOfE THAN 30 FEET APART OR AS SHOWN ON RN8 PROVIDE MD BLED UNDER AU WALLS PERPENDICULARTO FR"W. LjL PFOVDE CONSTRUCTION JO M N$TRVW WALIB NOT MORE TW W M FAT ON CWM OR AS SHIOIM!ON PLANS. PROVIDE SLAB ISOLATION"M AROUND ALL 001I MS PRDAIl0E DOUBLE RAFTERS AND HEADERS AROUND ALL OPENINGS FOR CHINK" ROOF SKYLIGHTS UNLESS Z O'THEM1111SENOTEDONPLAIN. O CONCRETE TO EXPOSED WEATHER SHALL HAVE MINIMUM S%AR BI1RAMeff.SPECIAL DESIGN MXEE&TALL BE MADE EXTERIOR CORNER RE—ENTRANT CORNER INTERSECTION FOR ALL PUMPED CONCWM FLY ASH MAY BE USED ASA PLASTICIZER TO REDUCE WATER CONTENT BUT CANNOT BE TYPICAL END BEARING FOR ALL BEAMS AND JOISTS ISCMI IMUIL 0 Q Z USED TO REDUCE CEMENT CONTENT.CONCRETE MIX D SHALL BE SUBMITTED TO THE EWI EER FOR APPROVAL tiEl 0 0 0 0 o B�THE WORK HAS�A�lPLYWOOD J O T)(P`ICAL DETAILS OE CONTINUOUS BARS IN WALLS. WAMMUMSMLMU=tUIWSPEaRMORAPMVMVfnESOM3M THEUSECIFC&CILIMCHLOMIDE O O G ADE BEAMS AND SPANDREL S Hs s11ac11Y ADD@` ��WN� CONSTRUCTION SHALL BE N�WITH APA c�DE,RESIOENTML 00 CC AND OOIA[ERdAt,LATEST FDETIOL Z Z m SHiMS AS REo'D PROVIDE�STIFF..TYP. RaFDRCI NG STEEL LU J Lu O BOTH BM FLMlGES PLYWOOD FLOOR SHEATHING SHALL BE AMERICAN PLYWOOD ASSOCIATION RATED SR004-FLOOR, N UNLESS NOT REO D BY SPEC. BARS SHALL CONFORM TO AS TY STM WtD A615 GRADE SO FOR DEFORMED WILT STEEL GROOVE,WITH A SPM RATING OF 24INCHES.MNYIL EXPOSURE 1.FLOOR SHEATHING NOT BE LESS THAN 3W INSTALL WiTM LONG 4@ISHON ACROSS SUPPORTS AND WiTH PANS U. WELIDED WIRE MESH SHALL C 1 TO ASTM STAN AW 1,1115.IMAM MESH SIZE B e&W2.1 X W21 WWF UNLESS OR MOREE SPANS.STAGGER PANE.EID JOD(M PANELED JOINTS SKML 000Ut OV13t SUPPORTNG 1E OF 1 4. O .NOTED ON ORAYffl PROVIDE WISP SPACND AT PANEL.ENDS AHD LOGES. UNLESS ED ON PLAN NONE-BEARINGR • • ALL TROY RREINFORCEMENT O BARS AND ILL SHALL EWE A REE of LOOSE FLAKY RUST,LAID,OL 0R OTHER OOATIHNc3s THAT wu1 PLYWOOD R�SHEMHE SHALL BE AM ERICAN PLYWOOD ASSOCIATION RATED SHEATHHNG WtTHH 5' IN.CONC.SLAB, FINISHED m2p . . DESTROY,RFOucE OR HAMPER Fw.BOND GIPALxrY. IDENTIFICATION D=32110,3 W MIN.THICIGM EXPO 1.C-C EXT.INSTALL WiTH LONG UN O*ER1�ISE FLOOR RENFORCING SHALL BE __ SUPPORTS AND WTTH PANEL CONT UJOUS OVER TWO OR MORE SPANS,PANEL END JOINTS sHHALL SHO PREVENT DNSLACATION DIAtlNG CONCRETE PU►C6i6Nf TO THE REQUIRED AFABTUHCIITEON ANDIWD PIAL NT SFWl TIION AND CHARM OR SECURELY TIED N SU PORTWG FRAMING.PROVE U!'SPACING AT PW4a ENDS AND EOGSS.PROVIDE OHE PANl3 ar a ?� DEPRESSION- WffH ANDMO PRAL'TKF.CFtSI MSi-i-M AND ACI 301.WECiFiCATiONS FUt SnRETURAL ALL EDGFB PROTECT SHEATHING FROM D�061JtiE TAD WEATHIOt IF ROOF COVERING MATl3tiJIL IS Y c it SEE SCHEDULE INSTALLED. V STRIN(ER 1 1/2'DEEP,PTO 2 EDE CONT� �POR RECEIVE STA BAR 1-/3 EA. 1- LOW CFiAPTF�L PLYWOOD DfNB4SHON3 ARE AS FOLLOWS: FlC- NoSi N G STi REINFORCING BARB NOhn CONTiNU0U8(CONY.)SHWl BE L/1PPED AT 8P<JCE4 AND HOOTED AT NON-0ONTiNWU3 A) W� 15132•THp(CDl(D(TQnOR GRADE f t • A710 a CONSTRUCTION [-FIN.GRADE ENDS.UNLESS SHOWN OTHERWISE ON DRAWINGS,LAP SPLICES SHALL NOT BE LESS TW X 40 TIMES THE BAR CAM.SEE B.)ROOF SHEATHING 50 THICK COX D(TERaOR GRADS(TYPICAL) Vi L r,Lz r I TYPICAL DETAILS FOR HOOKS OF CONTINUOUS BARB. C.)ROOF SHEATHING 3W THICK CDX EXlMClR GRADS T&G(HAT ROOF) x su x x x x PROVES Its BURR AT FAOH SIDE OF AN OPBiNO N WALL OR 8UAB,BAR LENGTH SHALL EQUAL OPENING D0l1 D.)S<JBFiOORiNQi 'TONGUE AND GROOVE 0 Q I/ 1 �, PLLB 4 FEET.� • NOTICING N GENERAL SHALL OOHFORM TO STATE BUILDING CODE NA►L.DNG SOiSAJIE r x • AD GRE ADHEM TYPE AKCHOR%XTS USE ADHESIVE AS WELL AS NAL.8 FOR FASTWNG PLYWOOD AOR AND FLAT ROOF T R G. VAPOR BABBLER- B' 8 6�A IN.CONC.OTH SE N 5'CoNC.Sl�►8 ELEVATION OF BOTTOM) FOOTING F0071_N�C SEE SP BAWER- T - ACCORDING TO THIS DETAIL SHALL FOR S& ADHESNE BOLTS SHILL SAE A36 THREADF�BARS,DVMLIE t AS NOTi D,SET WITH EEW(Y OR ACRYLIC ADHESVE BY GOVERN OVER ELEVA71014S CALLED SEE PLAN SLWSON CD.OR HLTL INSTALLATION OF THE DOLTS SHHALL BE N STRICT ACCORDANCE WiTH THE MANUFAC1URBTS GLUE PLYWOOD FLOOR SHEATHING ATHNG TO FLOOR TRUSS AND SCREW TO TOP FANGS AT 6'OC ALONG SUPPORTED AN SHOE SHO ON FOR ON FOUNDATION PIJW IF THE NSTRUCTIONS.DO NOT APPLY LOAD OR DISTURB THE ANCHORS UNTIL FULY CURE. AND tY OC ALONG INTBtt�MTE SUPPORTS. M0 TO sTAIR B` aO EL.EVAnON sHO*N ON Fou�vDAnoN LAGER ANCHOR IN. 2-#.5 B.CONT. I PLAN IS HIGHER STttAHCR11tA1 STD INTO CONCRETE 2-#.5 B.CONY. T HI T FASTEN PLYWOOD ROOF SHEATHING WiTH SD NAtS SPACED S'OC ALONG SUPIWM EDGES AHD 1r OC ALONG ALL STRUCT M STEEL.WORK SHALL COMPLY WITH THE'JWFICATW FOR STRUCTURAL STEEL.BUIIMW OF THE INTSWEDlA7ESUPPORTS. I g• EXCAVA'ON FOR PE. AM oemcgnm TYPICAL HAUNCH I�1 ,�� < L11Ri 000E: 201E DiTStNATIQNAI BIiDNB 00M ALL STRUCTURAL. Y:$ST SH WL BE WN.CLEAN AND STRAIGHT MD SHWL CCWOF iH TO TINE IAMff®RTIDtN FOR ABTM COHICJEM OFBM CMCR AO 3OU TYPICAL INTERIOR ®PARTITIONS & TYPICAL PLATFORM DETAIL OF EXTERIOR3 CORN DENNIATI NAMFORWSHMESWiTHYIEDSTT:essOFi�4DOPSH,ORASTMOESIGNATTa414MGRAO&FORALL smoomcom AlXMAlW0FST�.oa wjanaKWW�Asc SLAB SECTION STEEL STAIRS SLAB SECTION STEPS ®PLATFORM ( 'Ins BECTIONSWUNYEDsll�ssOF4eXPM'SIMRRMMRATEs WPLAIMMOCOMEcnoNMOM smoemmomm a -o WHY SE A$TMi DE8KrTNATXkI A38. MD k AT TYPICAL DETAIL OF FLOATING SLAB ON GROUND THE CONTRACTOR STALL SUMffSHOP DRAWN I�DRAWINGS STRUCTURAL STEEL.FOR S APPROVAL M R Tu WRDRoa= mpg 1 START OF WVK CONTRACTOR SHALL VERIFY ALL DME3NS ONUS AND ASSLIE FUU m FOR DUI NAL 2 CORRECTNESS,STRUCTURAL.DRAW DIGS MAY NOT BE EDUCED FOR USE AS SHOP DRAWINGS SLAB ON GRADE 75 PSF TICAL DA ELEV. SEE NOTE'A' PROVIDE E FFENER NOTE, 1 12 HORIZONTAL To AL COWECn��SIAtORi BE Ei�T wPUWe WE3 OR HIGH ST�N(TTH BOLT®.FIELD ROOF: �� PERPE NDi L COL MTO COL�EBS H.S.17 BATS �{ICiCNEss OF y�g sn SLABONGRAM 40� E PLAN AND IN SE of PIPE OR I I UNLESS oTHER�ISE l�Dac Typ O vVt317N0 SHALL BE DONE ONLY BY CHtitFlED WiBD>R8 waDlStB(Utr>F1CJ►T1ON6 SMALL BE TO TiE FTUBE COLS. � BE ��" OWNER PRIOR TO THE PERFORMANCE OF THE WORK.ALL FIELD WBDWG SHALL BE:VISUALLY INSPECTED AND a I ( ASE P TI: PLANS,SEALL FOR S , • s w t a is M'N. 14 OROREEIN�•�EP TH S APFRCV®81f ME ONDLHNT NSPB.'T10N AGENCY.MAGNETIC PARTICLE TEST 2a1%OF ALL F81ET WEDS Tl3dtAN CATEGORY B CAP PLATE. I I ALL BOLTS MVIL COMPLY W rni ASTM DEMMTIW Arm.MI#MIUM DIAMETER OF BOLT$B 3M NCHES, gmp � ��1518 $NOTED TE. SEE NOTE A , p,.�� t=1/2`MIN. I I M� M9;E POSSM USE TAME STEW WEE CONNECCRONS FORBEANO TO GROERS3 AND OOLIAYNS. t�►ww� P$ im �N.IS o--WWII HATIMSIDWLOADIM 2LI PW NOTE ,. PROVIDE STffENEt ATONES,TEES OR PLATES IN THE WEBS OF BEAMS LI DER ALL POSTS,COLUMNS OR STRUTS PRQIECT L$ 17066 �E Y014EA- KS. I �0,1 �VIDE STIZUCTSAWEL �sY I CARPI®BY of 8E/W OVER HIAHGEtE AND DVEi COLLIES TWAT SUPPORT SEAT®OR CIYfRLEVHIEfl BEAMS ' supw m° TIFF4 ANDS ��DE PROVIDE 2 WEB TIFFENERS 2£AS t��)MIFF �"T $PV( $,�(0. AT RANGES OF COL AS COL,F PROVDE HOLES OR COPES IN 8nWTURAL� BY MECHANICAL TRADM ALL SUC♦t HOLES OR DOPES �p�rANCE HTiCiOR prj 10 TT}}�{ SMALL BE SHOMM ON SHOP DRAWINGS AND SHALL L BE MADE N THE SHOP.NO BURNING OR CUTTING OF STRBECTURAL 11rD EXPOSU E CAVE M: B OF Bars AS REQ T B IS tN STEEL SHALL BE DONE IN THE FIELD WITHOUT THE MME N APPROVAL OF THE t3NGNEER. TYPICAL DETAILS FOR REACTt��BUT DLREC AS COL� � NOT LESS THAN 4. CO- cot- ETA AND PROVIDE LOOSE LINTELS AS SHOWN ON RAN.SECTIONS OR SIDMU OR AS REQUIRED BY THEARDOTECTURAL BILSM fM CA7EGOfl Y: 5 AT CONNECTION TO AT CA TILE R AT CARRIED ORAWNGS, WWW RTANMFAOroank 125 NOTES CANTILEVER BE OR CONT. BEA S COLUMN�M,,NA1 SECTION a--a Iu�� ym� �x �.1Mii w13DNG ELEC tit00E8 STALL BE[TO SERIES,MPNWUM VMHD slt£B 1M NCH. TYPICAL DETAILS AT CANTILEVER & AT CARRIED COLUMNS �"LH 'm°�'ATION`� �'% ALL WBDNG SHALL OOIFORiA iOTHE ANM6WA N AE DING SOCETY CODE AM 01. SPSCI SPIDTRALRfi8P CaMI NOM Ilk 2L3423% M 0 BN(iIHE 00UAMER OESIGHWWWAl(ESPONSEACELIERATXN(SO1): 11A% 9ESM OESIGAI CAiBNORV: B I JOISTS,LVL BEAMS&PSLS MIALL BE MANuFACTU ED BY wMIS3 JOIST OORPORMIOM I YMOBE MADNG SOLUTIONS, BASIC NSE MO(FICA ION FA TO SO4 STEti OitDDNFiY 1101IBR fRANe<li S=4 M N FACTUF NG,U.C.THERE E NO APPROVED E GLI AL SIDSii TIONS ANY BE REQUESTED N THE FO IN OF SHOP REP01O IWOFIDA110N IN FAC I Qik 3b DEN AIFIJ(I'J1TDN FACTOR P* 3 ANALYSIS PRIEEDWIL TDUVAU3RLATERALFORCEANALYS{8 4 of 4 SHEETS Now or former/y Marc 6erv0n1&1Woe9a17 W0110n Cot 20 S- E-RB' fnS °)W 91.3J9�]IY 9a.Zl >7 2>.I' N 8074'10"E w••e r••• o-aso 1w.azsv _ _ gx=algal a oar Bw een 50' vaMm Un Fem —v— �n aav—v W mro B.-9S��N � yyb P0000 ,iyp� Jw aset tl WW Cucrets 1J96' II69 (1_$ ^ �Garnge + x�`q Bbr.I'fav /j sm„: fs9s' c s mx y A 3 �l/'/ 8,•exe•q Mtt M/s E � QeoEEM t x o\ W v ° V o• J � q swr o- � surc., �^ t�� nwa+�"'O+e•w nr m. •y„B F w v v 8 •mans •n c Al"0/,bZ.L18 S LO/ 18 a v NOW Or fOrmery Oe/bert Staley ° Q 8� `Sk IV p�Ih I Survey of Property prepared for Kenneth Bainto" 8. Mary Broaddus in the Village of Rye Brook Town of Rye Westchester County, N .Y. Scale 1"=20' Aug. 30, 2016 D CUME T fl—fibns of concrete Pavement and&stances to PL added Sept.8 2015 Sur ey brought to dote✓une 12,2017 and✓u/y 18 2017. Find/Su y December 15 2020. The pram/ses bed Lot 19—rh——o mop ent7/ed'7fop of Rye B ak, Town of Rye dated✓onuory 26, 1950 and MLd Feb. 21, 1950 or County L'/ark M,,,No. 7004 JAN 20 2021 Subsume ce st ctures and the/r encroachments,/f dny exist, are not shown hereon. "Nnoutho...&o/ferofbns or oddl'ons to o s rvey mop is o via/otian of sedan 7209, sub-d/a's/on 2, of the New e,,*State Eduaotrbn Law. 'On/y copies of fhe angao/survey marked/th the/dd surr ma's inked—embossed ,—/sho//be considered o t e and/o'cooy. 'Co-ohadbans,hd'catd her sign/fy thot th/s survey wasp po ed/n c�ce w/th the /l i/,d/� �(vp� isthg vf code of proct+ae for Lone S preys adopted by the New York State Associotr'dn of /�'LGG(, _�/-� Professiono/Land Surv/rmrs. So/d to fhe person form the su y ,s Prepared on/y, and—h/s behoh`td the Nt/e Company,governmento/agency and/endag r� t Yutbn kstd hereon, dnd to the ignees f the/endng insfi'fufion. CER71F1CAT/ONS ARE NOT TR4NS1Z??49LE TO AO,91)70 AL/NST/TUT/ONS OR SUBSEOtIENT OWNERS. 76 Mamaroneck Avenue CopyngN(ef 2016-202P NN Carpenter Ergineerr/nc.A//Rghts Reserved' White Plains, N Y 10601 Job # 52357-52885-55188 File # E:\49034\dwg\52357.dwg