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BP20-263
:PERMIT #{ 'SECTION TYPE OF WORK JOB LOCATION . OWNER%IL CO A ST. COST v CO # �� TCO # FOOTING FOUNDATION FRAMING � � ... � �� a • roc`-_„s�� BLOCK LOT 9 r3-477 163-7 �nv�c Ir12D1170-Jo 0 e - Q0(-C�� FEE ��� DATE.a.o2 FEE DATE INSPECTION RECORD DATE AT\ P �j RGH FRAMING INSULATION PLUMBING IV RGH PLUMBING GAS AS BUILT FINAL ,��tlLlY, _► �� f iI Llyrl"I./17 1 J�l-I�a�C'PSQrini'�- AS-t3UtLT/FINat. SURVEY REQUIRED PRIOR TO FINAL INSPECTION �t7/9a VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK No: 22-087 Certificate of ®ccupau.cp his is to certify that J6pa man 4as4rlja ` Thai huj�y,(*tey cif. Rye brbn k, / ; 7 having duly filed an application on 20 02 requesting a Certificate of Occupancy for the premises known as, ,3C4 COU/7- i-4 A6(04C PY) Ve , Rye Brook,NY, located in a /5 Zoning District and shown on the most current Tax Map as Section: Block: Lot: and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. o? CIJ��, issued /o2 L�2 20 v20, such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or buildingor part thereof listed under the following New York State Classifications, Use: -3 / QP e - FO-M/ lq Construction: for the following purposes: Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made,and no enlargement, whether by extending on any side or by increasing in height sh 11 be made,nor shall the building be moved from one location to another until a permit to accomplish such change has b o aim ding Inspector. Building Inspector,Village of Rye Brook: I Date: JUN 6 2022 D For office use only: BUILDING DEPARTMENT PERMIT#L�Zc, —Z&-Z_ NOV 2 9 2021 VILLAGE OF RYE BROOK ISSUED: Iz—z— 2-0 938 KING STREET,RYE BROOK,NEw YORK 10573 DATE: 0 -Z 4-Z 1 VILLAGE OF RYE BROOK (914)939-0668 FEE: 3 i- PAID BUILDING DEPARTMENT www.rygbcook.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 ►►►►►►►2s►ssss//s��►A►srr►r►rssssssss►►ss►erlr -►rrssrs►►ss►►s►►►r►/s�►e`►'►Gsrrss►/s�ssssss►►s►►►f►,►�►s-►I►ss►rs►as►►►►►►ss►►e►►rrr►►rr►sss Address: 3q lNV 0-rg4 I4D6ti/ p�V E . R,l[i bF�{L, N 6 VQGn 105-13 Occupancy/Use: Parcel ID#: Zone: Owner:SAAMATHAT I4 NIT4AA Address:.,JA cholOwr�tD(sE�R.,Ky�'� P.E./R.A. or Contractor: Address: Person in responsible charge: Address: Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW,1Y(OM COUNTY OF WESTCHESTER as: Q /) 11 `' n /� `, S T'A Q-1 11 %Sj— -�1 A?t being duly sworn,deposes and says that he/she resides at 3"1 00 �T�1 A D p y D?—%V6 (Print Name of Applicant) 1'r y� (No.and Street) in 9.y C- b l<o a� ,in the County of W T��W��� in the State of�,that (City/Town/Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:$ 1 5 D,b Q 0 .0 0 for the construction or alteration of 1 O O L ' -P00 L IJSC -pA T 1 Q -ft N1W 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 42 Qk Sworn to before me this day of '\) 3Q�':� ,20 day of , 20 VAA4". Signaiu&of Property Owner( Signature of Applicant eriaqName of Property Owner Print Name of Applicant ' Notary Public Notary Public SHARI MELILLO Notary Public, State of New York 8/12/2021 No. 01 M J61 ^33 Q,ialified ir1 Westchester County /11 Commission Exnires January 29,20.4 QyE Maj( • O� 2m to � • 1932 BUILDING DEPARTMENT ❑BUILDING INSPECTOR "ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS:_ 6:� DATE. Iz� S � PERMIT# ISSUED: SECT: BLOCK: LOT. 7. , LOCATION: I OCCUPANCY: Zr '6 ❑ VIOLATION N04D THE WORK IS... _ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION A REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS N� {� 11�C� — ( ,', 4c, D L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION �❑ FINAL ❑ OTHER it �yE BRnv'�. cu � 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR 1laSSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - -- - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS:— � `l�I INQ DATE: l PERMIT# ��3 ISSUED: SECT: BLOCK: LOT: LOCATION: (( OCCUPANCY: cj , (an ❑ VIOLATION NOTED THE WORK IS. .. ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION -S� C/)p C�` 1 Q l REQUIRED ❑ FOOTING V �1 �( (S\ ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS wI YV,� ` `U Lj ❑ L.P. GAS ❑ FUEL TANK , ❑ FIRE SPRINKLER VOA (!�t �)U�< ❑ FINAL PLUMBING \V 1 U nQL� ❑ CROSS CONNECTION ( \ t 1 V ❑ FINAL ❑ OTHER w QyE 4R(�k• 1982 BUILDING DEPARTMENT BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.or¢ - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :-Lfi 0--j I � DATE: 7 PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: �, 7 C. U'- � OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ OUNDATION UNDERGROUND PLUMBING NOTES ON INSPECTION: ROUGH PLUMBING ROUGH FRAMING ❑ INSULATION❑ NATURAL GAS kJ S L c4= A" - O 'D \ ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER Qye 4RX�. 1982 BUILDING DEPARTMENT --JBUILDING INSPECTOR -�A❑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 . C�t�h� ATE• YJ PERMIT ZD - G (10-311 ISSUED:"lle) ;ECT: BLOCK: LOT: LOCATION: lk�oo Le 1,3 S�Z� OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION /• REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: OUGH PLUMBING ROUGH FRAMING INSULATION ( ❑ NATURAL GAS ❑ L.P. GAS ^ ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER I e BR '9� .ti m� BUILDING DEPARTMENT ❑BBUILDING 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 - - - - - - - - - - - - - - - - - - - - 3� � za� ADDRESS: DATE: PERMIT# � r ISSUED: ' ECT: BLOCK: LOT: LOCATION: OCCUPANCY: ❑ VIOLATION NOTED ` ' IC.oRIS../.❑ ❑ACCEPTED REJECTED/REINSPECTION ❑ SITE INSPECTION n \. 1 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 Map. O� Zm cu � BUILDING DEPARTMENT x ❑BBUILDING INSPECTOR 'ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.Uebrook.org -- - - - - - - - - - ---- - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : ATE: PERMIT# ' `"' ISSUED:a SECT: BLOCK: LOT: LOCATION: L OCCUPANCY: -7 I b ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION `A REQUIRED ❑;FOOTING C b 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 Qy�BR O� 2m BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 - (914) 939-0668 FAX (914) 939-5801 www.Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - -- - - - - - ADDRESS : �� �v i � DATE: PERMIT# r �v ISSUED: (� 2 SECT: Vs BLOCK: ! LOT: ' LOCATION: w�c SU.?1 rnM� ( OCCUPANCY: z U ❑ VIOLATION NOTED THE WORK IS... ACCEPTED" ❑ REJECTED/REINSPECTION ❑- SITE INSPECTION �0t� REQUIRED ©'FOOTING Cj v r1 �c �O' -� ^❑ FOOTING DRAINAGE r ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING I ❑ INSULATIONC V \ ❑ NATURAL GAS ❑ L.P. GAS 1 JL} ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ) ❑ CROSS CONNECTION C� I C + KJ ❑ FINAL ❑ OTHER BUILDING DEPARTMENT - r VILLAGE OF RYE;1iROOK 938 KING STREET RYE BRom,NY 10573 U � / (914)939-0668�,�x(914)939-5801 EJAN - 6 2021 www.ry0brook.org _- VILLA+;E OF R E BROOK ########################################################################################################### FOR OFFICE USE ONLY: J AN 2 2 2021 Z o -Z �� A Approval Date: rmit# Application# Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: : Date: BOT Approval Date: Case# : Chairman: P13 Approval Date: Case# ; Secretary: C VC ZBA Approval Date: Case# N\ Other: Amendment Fee: Permit Fee: APPLICATION TO AMEND APPROVED PLANS Application dated: 1 151 Z.I is hereby made to the Building Inspector of the Village of Rye Brook,NY,to amend the approved plans associated with an existing open permit,and/or from any prior approvals granted by the approval authority as per detailed statement described below. n 1. Job Address:-11Q 1 Z-NDGC Existing Permit#: (03 2. Parcel 1D#: 17_q. 51- 1--1 Zone: iZ-1 5 Original Approval Date: 3. Proposed Amendment(Describe in detail): j:> Coy 1-tT• UJN1C� �I l�`It_T>�1Y><= . (9�rlr C `t 9%L) (AL)IL FFXe 4. Property Owner: ir 54-1 n—V? /at-V-VMIP .. Address: TZ ADC Phone# U—l3- -1-1-1 - 133-1 —Cell#— e-mail Applicant: UHLIt a — Address: L4 VWOPQ&PJ 1 SQ -M*L Q, \I p► 6D�A IOEQS Phone# q►u- BLt-1- OCACI Cell# QIL4- -1 55-O�`� e-mail Uqq �VrAI�U Architect/Engineer:C!AV-V5 LY 1 kC% Address:(p 5 QALDN P4F—, LAu1 MC VLAVON ►J�!j 0400 Phone#qly-Ing 1 -9=N Cell# e-mail 5. Occupancy,(1-Fam.,2-Fam.,Comm.,etc...)Prior to construction: -Zvi After construction: (-ECp!-4 6. Will the proposed amendment require the installation of a new,or an extension/modification to an existing automatic fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...)Yes: No:�(if yes,you must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 7. Will the proposed amendment disturb 400 sq. ft.or more of land,or create 400 sq.ft.or more of impervious coverage requiring a Storm water Management Control Permit as per§217 of Village Code?Yes: No:�Area: 1 3/21/19 8. Will the proposed amendment require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: X_(if yes,you must submit a Site Plan Application,&provide detailed drawings) 9. Will the proposed amendment require a Steep Slopes Permit as per§213 of Village Code Yes: No: A (ifyes,you must submit a Site Plan Application,&provide a detailed topographical survey) 10. Is the lot located within 100 ft of a Wetland as per§245 of Village Code? Yes: No: x (if yes,the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 11. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes : No: X (if yes,the area and elevations of the flood plane must be properly depicted on the survey&site plan) 12. Will the proposed amendment require a Tree Removal Permit as per§235 of Village Code?Yes: No: A (if yes,you must submit a Tree Removal Permit Application) 13. Does the proposed amendment involve a Home-Occupation as per§250-38 of Village Code? Yes: No: If yes,indicate: TIER I: TIER Il: TIER III: (if yes,a Home Occupation Permit Application is required) 14. Will the proposed amendment result in additional square footage to the building or subject structure,and if so,provide such additional footage here. (Please submit additional Bulk Regulation Application Pages for review) 15. What is the total added cost of the work associated with the amendment: S 3? 006 (The estimated cost shall include all site improvements, labor,material, scaffolding, fixed equipment,professional fees,including any material and labor which may be donated gratis.) 16. N.Y. State Construction Classification: N.Y. State Use Classification: 17. Estimated date of completion: Z02-1 This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer& signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. ********************************************************************************************************** STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: 'DP#-Alka- -spinzw%ppi ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and finther states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the Ate} 1mcZ 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 ofthe Village of Rye Brook and all other applicable laws,ordinances and regulations.By signing this application,the property owner further declares that he/she has inspected the subject property,and that to the best of his/her knowledge there are no roof drains,sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this 5" Sworn to before me this (p" day of IZ , 20 Z) day of ; , 20 2,1 Signature of Property Owner "atrepplicant Jt ►ZA /AyjS l rl..11-`y Print Name of Property Owner Print Name of Applicant Notary Public Notary Public 2 3/21/19 BUILD MENT D �/J�- VIL E OF RY OOK V 938 KING 01 �" ET ROE BR , NY 10573 (914)9 8. 9 39-5801 MAY 2 0 2021 w' o r VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: JUN 1 8 1A1 S��b Approval Date: t•mit# — �� ; Application# Approval Signature: ARCHIT4f.,TURA14VIEW BOARD: Disapproved: ; Date: BOT Approval Date: Case# ; Chairman: PB Approval Date: Case# ; Secretary: ZBA Approval Date: Case# Other: Amendment Fee,1o7,6',44y Permit Fee: ^^APPLICATION TO AMEND APPROVED PLANS Application dated: �v)G -3/ is hereby made to the Building Inspector of the Village of Rye Brook,NY,to amend the approved plans associated with an existing open permit,and/or from any prior approvals granted by the approval authority as per detailed statement described below. 1. Job Address: :3 1 C L),j0 -Lj F-I 0 6 4 OIL Existing Permit#: 2. Parcel ID#: I Z cj��( — I — 1 Zone: Original Approval Date: 3. Proposed Amendment(Describe in detail):_C,Vx anjR, t2 a— `I V 1(5 11 d P Poe L �T - Crro, 4. Property Owner: C ,r u vi Address: Cl CCU n 37" &C d G C &k t A V&e, 6 twk i N,Y /(j -7 Phone# Cell# (V 73) 4 7 7 13 3 7 e-mail•514"DrA i& , j4& Applicant: - 2.vY' e j 0144CA -t�� Address: Phone# Cell# e-mail Architect/Engineer: S Cc,✓'t A-% Address: / 3 B✓1 ra r-1 H 11 I goal), Phone# l.9/`) Z 73.7,3.3-tj Cell# 714—0/.fZ e-mail_TC 5"rl k eb 5. Occupancy;(I-Fam.,2-Fam.,Comm.,etc...)Prior to construction: tw#: After construction: � vy 6. Will the proposed amendment require the installation of a new,or an extension/modification to an existing automatic fire suppression system'?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...)Yes:_No:_y_(if yes,you must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 7. Will the proposed amendment disturb 400 sq. ft.or more of land,or create 400 sq. ft.or more of impervious coverage requiring a Storm water Management Control Permit as per§217 of Village Code?Yes:Z/No: Area: no cAnctnyA- vy%P- /9P'o n'-e u 1 3/21/19 8. Will(lie proposed amendment require a Site Plan Review by the Village Planning Board as per§209 of Vilinge Cotk7 Ycs:_,No: ✓(if yes,you must submit a Site Plan Application,&provide detnilcd drawings) 9. Will die proposed tunendment require a Steep Slopes Pcmut as per§213 of Village Code Yes: _No: ✓(ifyes,you must submit a Site Plan Applicii6oa,&provide a detailed topographical survey) 10. is die lot located within 100 ft of a Wetand as per§245 of Village Code? Yes:__No: ✓' (if yes,the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 11. Is the lot or any portion thereof located in a Flood Plane as per[lie FIRM Map dated 9/28/077 Yes:_No:--%C (if ycs,the area and elevations of tic flood plane must be properly depicted on the survey&site plan) 12. Will the proposed amendment require a Tree Removal Permit as per§235 of Village Codc7 Yes:_No:_✓(if ycs,you must submit a Tree Removal Permit Application) 13. Does the proposed amendment involve a Home-Occupation as per§250-38 of Village Code? Yes:_No:_✓!ryes,indicate: TiER L—TiER If:_TIER Iii•_(if yes,a Home Occupation Permit Application is required) 14. Will the proposed amendment result in additional square footage to the building or subject structure,and if so,provide such additional footage here. (Please submit additional Bulk Regulation Application Pages for review) 15. What is the total added cost of die work associated with lie amendment: $ (The estimated cost sliall include all site improvements, labor,material,scaffolding, fixed equipment,professional fees, including any material and labor which may be donated gratis.) 16. N.Y.State Construction Classification: N.Y. State Use Classification: 17. Estimated date of completion: This application must be properly completed in its entirety by a N.Y.State Registered Architect or N.Y.State Licensed Professional Engineer& signed by those professionals where Indicated.It must also Include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record In the spaces provided.Any application not properly completed in Its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant.Please note that application fees are non-refundable. STATE OF NEW YORY-COUNTY OF WESTCHESTER ) as: �73hv1 G .S C 4r1 P- being duly sworn,deposes and states that he/she is die applicant above named, (print name cf i icividuaI signing as the applicant) and further states tliat (s)he is the legal owner of die property to which tiffs application pertains, or that (s)he is die for the legal owner and is duly audiorized to make and file this application. (indicate wxc dtcct,contractor,agent,attorney,etc.) That all statemens contained herein arc we to tic best of hislicr knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with tie 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,die Code ofthe Village of Rye Brock and all odier applicable laws,ordinances and regulations.By signing this application,the property owner further declares that helshe has inspected the subject property,and dint to the best of his/lher knowledge there are no roof drains,sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into tie sanitary sewer system on or from the subject property. Sworn to before me this Sworn to before me this da of , 20 day of 320 aktt(�- �4 L ignaturc of Property Owner Signature of Applicant Print Name of Property Owner Print Name of Applicant Notary Public Notary Public 3r2l/19 f 6 O C gages {a M M t.o � C Q CL r w z Q r a o. ce o z o -- W z MEN V) A4 all so r•� � a � A � a w �' E c �' z `c a• o°c • BUILDING DEPARTMENT E [EMED VILLAGE OF RYE BROOK R MAR 2 4 2021 938 KING;STRE F.T RYE B NY 10573 (914)939-066 944)939-5801 VILLAGE OF RYE BROOK www.rV ok.org BUILDING DEPARTMENT ELECTRICAL PERMIT APPLICATION Westchester County Masters Elle^ctricians License Required FOR OFFICE USE ONLY Rl'#: � 5 EP#: cp f'c(I O(Co Approval Date: MAR 2 021 _L _ Permit Fee: S Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, p IQ as I 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 licable Federal,State,County and Local Codes. nn 'Wf 1.Address: 7 / ✓e" SBL: la%.5/-/- 7 Zone: 2.Property Owner:A Address: Phone#: Cell#: ql3 W7 13157 email: 3.Master Electrician:' tiosello Address: a-3�lA si5t<IkithIle tl B -W/(_V/c&t Lic. Phone#: Cell#: q(� ?a2 (Xdq email: Company Name: ' Address: 4.Proposed Electrical Work/Fixture Court : f l r 5i c� cab iJ a I S STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: /V' �0.5e-,&l,being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the (J/ aLh r 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 i application and in any accompanying approved plans and specifications,as well as in accordance with the New York St niform Fire Prevention&Building Code,the C-oddeyo�fftthe Village of Rye Brook and all other applicable laws,ordinances and re art ns. Sworn to before me this c�+' Swo f m 1 da kf 20 y 20 ionture o rol- rty Owner Si e ofzKpplic n io Pnnt Name of Property er ANN a'ARIE ROCCO Pr N me of Applic Notary Public, S� te o �eti Yor, No u au GE c Qualified in vVes:chestc,, 3/21/19 STATEWIDE • Service With hitegrity 0:0 SWIS JOB APPLICATION0. Office Use Elect.Permit# Date Bldg Permit# Utility ID# Final Certificate# City/Village Zip Township County Address Cross Street Section Block Lot Owner Name/Address(If different than above) Contact Number --+.� v y ❑Basement ❑ 1 st Fl. ❑2nd Fl. ❑3rd Fl. ❑More Than 3 Fl. ❑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 Incandescent Fluorescent SERVICE Amperage Voltage 1 P 3P #Meters #Disconnect ❑Underground ❑New ❑Reconnect ❑Overhead ❑Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information DDMAR 2 4 2021 VILLAGE OF RYE BROOK BUILDING DEPARTMENT This application is valid for one(1)year from the date received by SWIS.This application is intended to cover the above listed items to be inspected,if at any time of inspection additional items have been installed,you are authorized to make the inspection and adjust the fee for the additional items inspected.The applicant declares that there is no open applications for the above address with any other inspection company.The applicant owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Inspector Date Finalized Inspector# Company Name Date Signature Address City/State Zip Code License# Phone# State Wide Inspection Services cjk� 1080 Main Street Fishkill, NY 12524 a T 845 2 Phone 914-219-119-1062 Fax STATE WIDE INSPECTION SERVICES Email: office@swisny.com Website: www.swisny.com Service With Integrity BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: Design Lighting By Marks Austrian Residence 23 Bedford Banksville Rd. 39 Country Ridge Drive Bedford, NY 10506 Rye Brook 10573 Located at: 39 Country Ridge Drive, Rye Brook 10573 Section: Block: Lot: Electrical Permit Number: EP21-066 129.51 Certificate Number: 2021-1318 Building Permit Number: 20-263 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:39 Country Ridge Drive, Rye Brook 10573 The Exterior was inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation,as set forth below,was found to be in compliance on the 28th day of July 2021. Name Quantity Rating Circuit Type Pool Luminaires 02 Filter Pump 01 Polaris Pump 01 Aqua Link 01 Automatic Pool Cover 01 Salt Generator 01 GFCI Receptacles 02 A visual inspection was performed of the Inground Ground Pool on July 281h, 2021 and conforms to NFPA 70-2017 NEC to date. Grounding and bonding 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. _ N r-i - cl Ix O O N N s a - a OQ N o r� a Ito c _ Aft law oc 27 _ V O N C n a z � _ d C C C1 V F O ��r p ECENE BUIL E ITMENT VIL ! E OF RYE OK JUN 10 2021 13D 938 K NG ETRYEB ,NY 10573 VILLAGE OF RYE BROOK (914) 9 939-5801 BUILDING DEPARTMENT ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLYBP#: O� �6 3 EF#: d I 1 y Approval Date: JUN 0 2021 Permit Fee: S Approval Signature: Other: Disapproved: (fees are non-refundable) *************rtrt 7107c;ll Application dated, is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install an or rerfi6ve 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 bee in conformance with all applicable Federal, State,County and Local Codes. ,C 1.Address:- J t �;GJ/l Q�CIS . t�.t t �/�. SBL: Ic� 9,J 1 — 7 Zone:,e/S Z,Property Ovvnet: On C1�t1�,�l1 _r)�/- i t Gkn Address: 3n rt�n 'j C�� Phone#: Cell#: email: 3.Master Electrician: Cnk�-LC,_ Addresg: 1X-0 Goy,y, (;,-,_•S- e n)j 1-51d Lic. #:_ U c _Phone#: Cell #: G 1y Sum{- LjLjLwai1: Company Name: p_SL"b n, Crum siZue w .`IlA Address: 4.Proposed Electrical Work/Fixture Count: omo STATE OF W PORK,COUNTY OF WESTCHESTER ) as: Aftffioasl 7f being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of indiv dual signing as tht applicant) state that(s)he is Ile 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 conwined herein are true w the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned progeny will he in con tormance 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 SwOM to b ore me this 13 day of 20 y of 12.P 20 eg I _ Signature of Property Owner Si na c Print Name of Property Owner Prin Name of ppl pant Notary Public 21 OPBLIC, H TAM O NOTAR ATE OF NEW YORK Registration No.01 TA6411392 Qualified In Westchester County Commission Expires November 23,2024 - 3l-1/19 Westchester Rockland Electrical Inspection Services, Inc. Phone: 914-347-3595 •DO NOT WRITE HERE—FOR OFFICE USE ONLY 43 North Lawn Avenue Fax: 914-347-3596 �. dO Elmsford, NY 10523 BUILDING PERMIT NO. TEMP# DATE /J CITY OR VILLAGE ZIP CODE TOWNSHIP COUNTY gel !4 r- 'W b- STREET AND NO.OR ROAD - POLE NUMBER OvN�/.- BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION BLOCK LOT OCCUPANT'S NAME BUILDING OCCUPANCY OWNER'S NAME AND ADDRESS HOME TELEPHONE NUMBER CURRENT SUPPLIED BY FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO.OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE NO. H.P.EACH NO. WATTS EACH INSPECTION OUTSIDE BASEMENT 1'FL. 1 FL. U N 1 1 0 2021 3'FL. RBUILDING DE REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: IQ d '-1 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 C' MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD❑ UNDERGROUND G AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. NAME OF COMPANY DATE OF APPLICATION SIGNATURE OF APPLICANT STREET ADDRESS TELEPHONE NO. III � (0 LT cV I vie, 1Z CITY OR POST OFFICE \,, ZIP CODE LICENSE NO.WHEN APPLICABLE WESTCHESTER ROCKLAND WRE I0 ELECTRICAL INSPECTION SERVICES,INC. BY THIS CERTIFICATE OF COMPLIANCE THE Westchester Rockland Electrical Inspection Services 43 North Lawn Ave, Elmsford, NY 10523 914-347-3595 (Office) 1 914-347-3596 (Fax) CERTIFIES THAT Upon the application of: Upon premises owned by: Cesarini Contracting Jonathan &Shari Austrian 136 Guinea Rd NY, Brewster 10509 Located at:39 Country Ridge Dr Rye Brook, NY 10573 Certificate Number: 1029885 Section: 129.51 Block: 1 Lot:7 BDC: Permit Number: EP:21-142-BP:20-263 A visual inspection of the electrical system at this premise described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below,located in/on the premises at: 39 Country Ridge Dr Rye Brook,NY 10573 Basement 1st Floor 2nd Floor 3rd Floor Garage Attic Outside Other: Inspection was conducted in accordance with the NYS and NFPA 70-2017 International Electrical Code and detail of the installation,as set forth below,was found to be in compliance therewith on 08/02/21 Name Type Quantity Fixture-Luminaire Recessed ------- 4 Ceiling Paddle Fan ------ 1 Receptacle GFCI ------- 3 Receptacle;Outdoor GFI ------- 1 Exhaust Fan ------- 1 Fixture-Wall Sconce Outdoor ------- 2 Fixture-Luminaire Vanity Light ------- 1 Landscape Lighting ------- 2 This Certificate has been approved by Westchester Rockland Electrical Inspection Services. i This certificate may not be altered in any way. This certificate is valid for work performed before date of inspection only. at ao W, o 0 W A w n o a 16 o0 3 s W M o ,� a a < 4 CL � OD I■iy W �. 3 � � a � O T�O 00 z cc 07 o W ~ 1% oo A w O v W) Ix � a � � • Z O f O o� ri .. BUILDING DEPARTMENT ECENE VILLAGE OF RYE BROOK NOV 2 9 2021 938 KING STMET RYE BROOK,NY 10573 =4668 VILLAGE OF RYE BROOK vvwwltO� 3ook.org BUILDING DEPARTMENT PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP#: C;)0—C__)-& 3 PP#: C — I 4Y`5 DEC 1 20 /0� Approval Date: Permit Fee: $ 1 Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, a ( is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/&iemdve 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: q owr�T 1dQ jrSBL: R'a9�S�"1" 7 Zone: �s 2.Proposed Work: V S +D 1 Lin n s wv- n 3.Property Owner: `� C1 r J h U S�r/'G/1 Address: 3-1 U Phone#: Cell#: 7 ^V2—1317 email: .Shu au S � cQ rh 4.Master Plumber: Address: e v �9 email: Capro4 Ny Lic.#:�-,15 4 Phone#: Cell#: 011 F7�n /,n e �—r— �. Company Name: um 2TO ddress: �T . �0 I6 4tCI(c NuI, lOs 9 INDICATE FIXTURES&L BE INSTALLED AS PER THE FOLLOWING SCHED E: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement 1st Floor 1 2nd Floor 31d Floor 41'Floor 51 Floor Exterior 5.*List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) -1- 8/12/2021 STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Geny'GQ Capra ,being duly sworn,deposes and states that he/she is the applicant above named, (print nam 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 �)tlmhe� 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 D ` Sworn to before me this ID 1 day of WOO fi`��.ct ,20_ZA�,_ day of N 4 U 1C 20�� -�, 4k&"- L Signature of Property Owner Signature Applicant J ayo-1 ft-US-rQ.IArJ ,e h t Name of Property Owner Print Nam o�licant H I Notary PublioSl Ihi ti wIELILLO NotaKqMVRublIc,State of New York Notary Public, State of New York No.01 PtE6160C63 h' 0':.' 6 _3 Oualified in Westchester County OualCi^c in Wcatcne::er County Commission Exoires January 29,202, Commission Eynires Jarn i=iry 29.20,aa This application must be properly completed in its entirety and must include the notarized signature(s)of the legal owner(s)of the subject property, and the applicant of record in the spaces provided. Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. -2- 8/12/2021 BUILDI�1bARTMENT VILLA E OF RYLftoOK 938 KING ET RYE BMW,NY 10573 Q 4 -0L -� AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT . STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: 1, I t�1i1 M1qw , residing at, ?9 COLAIT Y 1210GE -Ple-1 0E (Print name) (Address where you live) being duly sworn,deposes and states that(s)he is the applicant above named,and further states that(s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; 39 COWDZY 2,066 X 105 , Rye Brook, NY. (Job Address) Further that all statements contained herein are true,and that to the best of his/her knowledge and belief,that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer,and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. 15ign.uir i,t Pru)icrtc 1) ncrl�)i (ITrint Name of Property Owner(s)) Sworn to before me this 40 CA day of V1�),A 20 (Notary Public) SHARI MELILLO Notary Public, State of New York No.O'"'tr61 '3J3 Q,.tali ;ed in Westchester County 3 Commission Expires January 29,20 sit 2no2 t BR BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.or¢ - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - -- - - - - - - - ADDRESS: C �� DATE: 2� PERMIT# � ISSUED: � -2 TI SECT: BLOCK: LOT: LOCATION: J�V ��1� 1 I� ��`/�� �p OCCUPANCY: Z-�L ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED El.j REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION _ ❑ NATURAL GAS ❑ L.P. GAS m ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER .o. Gc k Y"CA LOG IN DATE: BUIL� �DEP ENT 3 l Z V GE OF RYE K COMPLETION DATE: 938 KIN EET RvE B ,NY 10573 _ ASSIGNED TO: . 198 ASSIGNED BY: COMP L INT#: COMPLAINT FORM DATE: MAR 18 1011 RECEIVED BY: LOCATION: Zia 6)cj e j T�i�-`��Z 41�:, S r,- � PARCEL I.D.#: t Vf,-�l — L — Zone: USE: OWNER: -Ao .;\ C2- t A tN Address& Phone: _}- SOURCE: l N��20 CLv� Phone/Letter/Other: Address& Phone: COMPLAINT:��O 4 �,NI�- .its ON�� � • G�-��3 POSSIBLE VIOLATION: INSPECTORS LOG DATE STATUS INSPECTOR y��r- ;�• T-�j- �.. ,_ Y' �p`+j'.. �' ! T,,,� •, "`"'PPP .��� '� ,.�, '•�+. , � �i. y � r, IN 3 .Olt .: ` , - .` !. fr � 1 '. 1.� •i � � � 1. `',(1�}1 r ` ,mil ��� '1 � �'�, '�� + �•�,'. �1' '. ��11^ ry ,� �r�K,�. i !, 1 � T .•� a -- �' ��~a�k�•it ry Al.01 r�isiiraa�ar a x�'J •/r' jN/�• , assss�>'"�• �a ea���■ -rw�"r Mike Izzo From: Shari Austrian <sharidawnhalpern@yahoo.com> Sent: Wednesday, December 8, 2021 9:02 AM To: Mike Izzo Cc: Jonathan Austrian; dan@danshermanlandscape.com; Tara Gerardi; Laura Petersen; Steven Fews Subject: Re: 39 Country Ridge Drive Permit Thanks so much Mike. We will request for Cardillo to open our pool in early May 2022 so we can proceed with the inspections, certificates and permit closing at that time. I will be back in touch in the spring. Have a wonderful holiday season, Shari Shari Austrian Little Brick Lane Cell: (973) 477-1337 Instagram: @shanaustrian On Tuesday, December 7, 2021, 09:21:24 AM EST, Mike Izzo <mizzo@ryebrook.org> wrote: Dear Ms. Austrian, Following your successful preliminary pool safety inspection on 11/30/21, 1 am pleased to inform you that a six (6) month extension to your open swimming pool permit#BP 20-263 has been approved, and that the new expiration date is, June 2, 2022. Please arrange for all work to be completed and successfully inspected, and for all paperwork & fees to be remitted to the Village such to facilitate the issuance of the Certificate of Occupancy/Certificate of Compliance closing out the permit on or before that date. Thank you. Michael J. Izzo Building & Fire Inspector Village of Rye Brook, NY (914) 939-0668 -----Original Message----- From: Mike Izzo Sent: Monday, November 22, 2021 10:19 AM To: Shari <sharidawnhalpern(a)yahoo.com> Cc: Jonathan Austrian <Jonathan.Austrian(a)nyulangone.org>; dan_dansherman landscape.com <dan@danshermanlandscape.com>; Tara Gerardi <tgerardi(a)ryebrook.orq>; Laura Petersen <LPetersen(a)ryebrook.org>; Steven Fews <SteveFews(d)ryebrook.org> Subject: RE: 39 Country Ridge Drive Permit Dear Ms. Austrian, Thank you for the email. In order to consider a swimming pool permit extension you must schedule a pool safety inspection. Please contact one of our Office Assistants at, (914) 939-0668 to schedule the inspection. 1 Please remember that it is a violation of Village Code to occupy or use any newly built structure without a Certificate of Occupancy for such structure, including swimming pools. Thank you. Michael J. Izzo Building & Fire Inspector Village of Rye Brook, NY (914) 939-0668 -----Original Message----- From: Shari <sharidawnhalpernC@yahoo.com> Sent: Friday, November 19, 2021 3:04 PM To: Mike Izzo <Mlzzo a(�.ryebrook.org> Cc: Jonathan Austrian <Jonathan.Austrian(a)nyulangone.org>; dan_dansherman landscape.com <dan(cDdansherman landscape.com>; Tara Gerardi <tgerardi@ryebrook.org> Subject: 39 Country Ridge Drive Permit Hi Mike, I hope all is well with you. I am so happy to report that all of the work on our pool and backyard has finally been completed! I understand we cannot get the CO until the pool is opened next spring so I was wondering if you could extend our building permit until that point. I believe the current permit expires at the start of December so maybe we could do a 6 month extension? Please let me know your thoughts and how to proceed when you have a moment. Thank you and best wishes, Shari Shari Austrian Little Brick Lane Cell: (973) 477-1337 Instagram: @shariaustrian z D E EUIWLfE VL Engineer's Report OCT 2 6 2020 EVILLAGEOF RYE YE BROOK BUILDING pr"i-RR U —F B ILDING DEPARTMENT MENT Austrian Residence 39 Country Ridge Road Rye Brook, New York iEVW THIN V;'EW IS FOR GENERAL CODE AND PRACTICES. THE ," AUME NO R-SpO �q;NS- %'LITY- F 0 R C 0 R R C T V 3 CA I rV F WS K; j DETAILS.FIELD C0NDrrjjN:3. ME IGN PRWE.,3,rL OR APPX�!\!;T. NO F-"":-'EPTION TAXEN '1A.KE COR,-?ECTIC�N, !S f4C-TED I Dated October 22, 2020 AMEND A.),.rD RESUBMIT Revised FP.L',EJECTED -RF-Flr-RT ARE'r) RE�,4AFIKS NIG DEPT. RYE SR"JKINEER�4 �3 i-(�NGSTREET Prepared by: PHOME E -�F%00K,�'-'Y 10573 93c9-0753 FAX (9114) 93 -5,501 Christopher S. Utschig P.E. 65 Ralph Ave White Plains, NY 914 391-9550 NYS Professional Engineer Lic#090138 Engineers Report Rye Brook,New York 39 Country Ridge Rd Table of Contents A. Introduction B. Existing Conditions C. Proposed Conditions D. Construction Phasing Plan and Sediment and Erosion Control Management E. Conclusion APPENDIX A Existing Condition Calculations APPENDIX B Proposed Condition Calculations APPENDIX C Soils Report Page 12 Engineer's Report Rye Brook,New York 39 Country Ridge Rd A. Introduction This report has been prepared in support of the proposed improvements of the property at 39 Country Ridge Rd, Rye Brook NY.The proposed improvements include a in-ground pool, pool deck, cabana, and modifications to the existing deck. The report and associated plans were prepared in accordance with the Westchester County, NY, Stormwater Management Best Management Practices for Stormwater Runoff Control in compliance with the requirements of the Village of Rye Brook pursuant to Storm Water Control Permit.The existing conditions identified on the site plan were taken from a survey prepared by Richard Dimato dated August 11, 2014. B. Existing Conditions The existing property is a 0.18 acre residentially zoned property.The property is developed with an existing 2-1/2 story home, walks,deck, and driveway the balance being lawn and landscaping.The subject properties topography can be described as gently sloping from east to west.The existing home was constructed in 2015 and with that construction a full stormwater mitigation drainage system was designed by this office and constructed per plan based on Town Records. The total volume of runoff for the 25-Year storm event was computed to be 5,445 cf C. Proposed Condition The proposed condition includes the construction of an in-ground pool,patio,cabana and modifications to the existing deck.The grading as proposed leaves the existing yard grading essentially untouched and thereby leaving the existing drainage patterns unchanged.The proposed condition will result in a total impervious area of 5,699 sf, an increase of 1,604 sf. The total runoff for the proposed condition was computed to be 5,736,The difference between the existing and proposed condition runoff volume,the mitigation required, was computed to be 291 cf. Also due to a location conflict with the pool siting three of the existing cultic chambers will be removed and the lost volume replaced by an equal volume of drywell capacity in the proposed system.The three cultecs have a storage volume of 267 cf,therefore the required mitigation would be 267cf+291cf=558 cf The on-site drainage has been designed to provide full mitigation for the newly created impervious areas for the 25 Year Storm Event.The design proposes an underground detention/infiltration system consisting of(3) 8' Diameter Drainage rings, each with a capacity of 210 cf for a total of 630 cf. Runoff from the patio and existing piping will be piped to the infiltration system. The infiltration system has been sized such that the entire volume of runoff from the impervious areas during the design storm is completely detained. D. Construction Phasing Plan and Sediment and Erosion Control Management Maintenonce of Temporary and Permanent Structures and Practices Temporary and permanent erosion controls measures will be maintained and inspected in accordance with the Grading and Drainage Plan. All proposed soil erosion and sediment control practices are designed in accordance with the following publications: o New York State Standards and Specifications for Erosion and Sediment Control,August 2005, latest edition. o New York State Guidelines for Urban Erosion and Sediment Control, latest edition, Page 13 Engineer's Report Rye Brook,New York 39 Country Ridge Rd o New York State General Permit for Stormwater Discharges, o "Reducing the Impacts of Stormwater Runoff from New Development", as published by the New York State Department of Environmental Conservation (NYSDEC), second edition, April 1993. The proposed soil erosion and sediment control devices include: protective earthmoving procedures and grading practices, soil stabilization, inlet protection, stabilized construction entrance and silt fencing. The approach of the plan is to control off-site sedimentation, and re-establish vegetation as soon as practicable. Construction shall be implemented in the following order: 1. Erosion and sediment control (ESC) measures and Pollution Prevention (PP) implementation, a) Install silt fences along easterly project limits, b) Maintain existing macadam driveway to utilize as a site construction entrance to the project area, material storage area and dumpster location. i) Contractor shall install stone stabilized entrance at end of the existing paved driveway in advance of construction vehicles requiring access from graded/exposed soils to City Streets. c) Install Tree Protection d) Install temporary sanitary facilities (portable toilets) in a location that is at least 20 from any drainage facility or flow path. Recommend staking the facility to prevent accidental tipping by construction activity or wind. e) Install waste container—maintain rigorous site cleaning schedule to prevent debris from blowing off site. Construction waste shall be stored in a dumpster and carried off-site on a regular basis f) Demolish existing structures g) Allocate concrete washout areas 2. Clearing and grubbing. a) Strip top soil and stockpile. Initiate cover practices and sediment controls at the base of the stockpile.Stockpile can be temporarily stabilized with tarp or mulch and/or temporary seeding. b) Disturbed areas where construction will cease for more than 14 days will be stabilized with erosion controls, such hydro-seeding, hydro-mulch,or hay 3. Excavate foundation a) Install dewatering practice if necessary. 4. Vertical construction (install foundation and wood frame superstructure) 5. Install subsurface storage and infiltration system and site drainage to capture roof leader runoff. 6. Final stabilization of disturbed areas a) Install minimum 4"topsoil and final stabilize with lawn or mulch in landscape areas. b) Remove all ESC and PP measures upon approval of design engineer and/or ESC inspector. Awarded contractor shall be responsible for the proper implementation of the ESC and PP practices.The following maintenance program is proposed in order to maintain the proper function of all drainage and erosion and sediment control facilities: o Inspect sediment control devices and construction access point routinely and if necessary remove accumulated sedimentation and debris;at no point should the filter bed be allowed to continue operations beyond 50%of its capacity being compromised by debris. o All disturbed area will be stabilized and the sediment build-up in the filter removed.After the construction is completed, any areas disturbed shall be stabilized immediately after the required work is completed. o Restore and re-seed any eroded areas as soon as possible o The Stormwater Management Facilities Maintenance Program will be managed by the home owner Page 14 Engineer's Report Rye Brook,New York 39 Country Ridge Rd and shall include removal of sediment from the on-site catch basins and underground storage facilities. The contractor shall provide a Trained Individual to be present on site at all times during soil disturbing activities Any disturbed areas shall be re-vegetated as soon as possible.Topsoil shall be temporarily stockpiled for future use in grading and landscaping.Stockpile locations have been provided on the Erosion and Sediment Control Plan and shall be contained within a silt fence/hay bale barrier. The existing driveway shall be maintained throughout construction to be utilized for the site construction entrance.A temporary stabilized construction entrance comprised of a stone anti-track pad shall be installed as necessary to minimize dirt tracking.The purpose of a stabilized entrance is to remove as much soil from the construction vehicle tires prior to exiting the site and traveling on the existing roadways. For dewatering activities during excavation of the footings, a dewatering pump shall be located in a perforated tub surrounded by filter fabric and stone(or approved alternative). Clean discharge should be directed to onsite drainage appurtenances to minimize erosion of soils. Discharge with suspended sediment shall be connected to a sediment bag on undisturbed ground in a location where the discharge will not cause erosion or flow over exposed soils. If the contractor encounters ground water during the excavation of the filtering system, he shall notify the design engineer immediately.The contractor shall store all excavated material at the designated location show on the Grading and Erosion Control Plan with the appropriate erosion control measures corresponding to the stockpile detail. Contractor shall be responsible for maintaining the cleanliness of the streets(driveways/parking and adjacent areas) and storm drain inlet protection (as applicable) Best Management Practices (BMPs) throughout the construction project. Permanent seeding shall be installed immediately after the final design grades are achieved but no later than fourteen (14) days after construction activities have ceased.After stabilization, accumulated sediment shall be removed from site for disposal along with construction debris,trash and temporary BMPs E. Conclusion: The implementation of this stormwater management plan will mitigate the post development stormwater flows and not adversely affect the adjacent properties or the existing drainage system. The stormwater runoff generated by the proposed addition has been attenuated by the construction of an underground storage system. Page 15 Engineer's Report Rye Brook,New York 39 Country Ridge Rd APPENDIX A Existing Condition Calculations is Existing Subcat Kea Aon Link' Routing Diagram for Existing Prepared by Microsoft, Printed 10/22/2020 HydroCAD®10.00-20 s/n 09858 O 2017 HydroCAD Software Solutions LLC Existing Prepared by Microsoft Printed 10/22/2020 HydroCAD010.00-20 s/n 09858 02017 HydroCAD Software Solutions LLC Page 2 Area Listing (all nodes) Area CN Description (sq-ft) (subcatchment-numbers) 4,095 98 >75%Grass cover, Good, HSG C (1S) 12,752 74 Paved parking, HSG C (1S) 16,847 80 TOTAL AREA Existing Prepared by Microsoft Printed 10/22/2020 HydroCAD®10.00-20 s/n 09858 02017 HydroCAD Software Solutions LLC Page 3 Soil Listing (all nodes) Area Soil Subcatchment (sq-ft) Group Numbers 0 HSG A 0 HSG B 16,847 HSG C 1S 0 HSG D 0 Other 16,847 TOTAL AREA Existing Type 111 24-hr 25 Tear Rainfall=6.40" Prepared by Microsoft Printed 10/22/2020 HydroCAD® 10.00-20 s/n 09858 02017 HydroCAD Software Solutions LLC Page 4 Subcatchment 1S: Existing Hydrograph 1.41 eft Runoff Type III 24-h r 25 Tear Rainfall=6.40" Runoff Area=16,847 sf Runoff Volume=5,445 cf o Runoff Depth>3.88" LL Tc=15.0 min CN=80 5 5 - 8 9 10 11 12 13 14 15 16 - 18 19 20 Time (hours) Engineer's Report Rye Brook,New York 39 Country Ridge Rd APPENDIX 8 Proposed Condition Calculations is Proposed SUb: ROn [Li n k Routing Diagram for Proposed Prepared by Microsoft, Printed 10/22/2020 HydroCADO 10.00-20 s/n 09858 ©2017 HydroCAD Software Solutions LLC Proposed Prepared by Microsoft Printed 10/22/2020 HydroCAD810.00-20 s/n 09858 02017 HydroCAD Software Solutions LLC Page 2 Area Listing (all nodes) Area CN Description (sq-ft) (subcatchment-numbers) 5,699 98 >75%Grass cover, Good, HSG C (1 S) 11,148 74 Paved parking, HSG C (1S) 16,847 82 TOTAL AREA Proposed Prepared by Microsoft Printed 10/22/2020 HydroCAD010.00-20 s/n 09858 ©2017 HydroCAD Software Solutions LLC Pace 3 Soil Listing (all nodes) Area Soil Subcatchment (sq-ft) Group Numbers 0 HSG A 0 HSG B 16,847 HSG C 1S 0 HSG D 0 Other 16,847 TOTAL AREA Proposed Type 111 24-hr 25 Tear Rainfall=6.40" Prepared by Microsoft Printed 10/22/2020 HydroCAD® 10.00-20 s/n 09858 ©2017 HydroCAD Software Solutions LLC Page 4 Subcatchment 1S: Proposed Hydrograph 1.48 cis i Runoff Type III 24-hr 25 Tear Rainfall=6.40" Runoff Area=16,847 sf Runoff Volume=5,736 cf U Runoff Depth>4.09" Tc=15.0 min CN=82 o 5 9 9 10 11 12 13 14 15 16 ill is19 20 Time (hours) Engineer's Report Rye Brook,New York 39 Country Ridge Rd APPENDIX C USDA Soils Report Soil Map—Westchester County,New York 3 S 61oMM 6109M 610BB0 611000 6110to 611021) 41°2'22'N F �"5 �• ib ( r } t s. �.. ,.Y a{ynr * jam�+ 'K:• � � ��y�, „} � P'r R S / 14 S - r F jr Soil t'In v<+lid ,it this w , 41°ZIT N $1'2'19'N 6109m 61 BB0 61099D 611000 611010 3 � Map Sole:1:430 fiprinted cn A porbat(S.S"x 11")sheet. Mfrs $ N 0 5 10 20 30 A0 20 ao so 120 Map prc jecbM:Web Mercator Caner ma'dnates:WGS84 Edge tits:UTM Zane 18N WGSM Natural Resources Web Soil Survey 10/22/2020 Conservation Service National Cooperative Soil Survey Page 1 of 3 02 0 0 N N N O m N m0 m L m N cr. I y m U Y y m Q m . O a o m m m ( 3co Q o c u m in I V1 7 E CL) ° c m j m o E m 77v Nov n N D. 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O coC7 L n N C m f0 y U) UJ > O (n m !n O C J D Q 0 li p O Z a03 W C 0 ~ m W N A C Li O O m n a � m C c m c O ` O m n � m 0/ a a a m E m m n O -c c c m d n 3 m o 0 n n n O a n co 1° ' to U) a m o m m m to m 5 3 a - _ ` - E O T m o 0 Q LL rn O O m m > '0m o m [�i m Y c a W Y 9 'S T 41 U C > m d .0 .0 .0 C O `O fp O A m Cm @ C rn O f6 IG m C O o` Q cn !n 05 m m U U C7 (D d Cr (A (n (n N fn fD m a w UIA G W Q n fn c Q 41 w O : A — it in A y 7 C C 10 O Z U Soil Map—Westchester County,New York Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI UwB Urban land-Woodbridge 0.4 100.0% complex,3 to 8 percent slopes Totals for Area of Interest 0.4 100.OgG� i Y),.� Natural Resources Web Soil Survey 10/22/2020 i Conservation Service National Cooperative Soil Survey Page 3 of 3 m ry c _ � OWL tiA n n n w C Iu. N m ° c" }d o a ao LLJ Ln LL Ca tJ OZ a� c W v C')p g=3 p CL m O � N C � N O :^ c v O C tto 0 z cu > o a c co a c 0 E :3 L *� N 7 'V1 N O L a x n p N E O E v 41 O Q O O m N Q Qj a ` L Q _ tL0 p O O E >. V 7 7 � N GJ m O p c N O > CL Q a+ N r--' ON m Q E �+ O L aL+ C L C '0 C O CL L i tin OCL — v v aU V M N c0 GJ 4 a) o G1 Q 3 L E _a -0 > v C 9, w 3 O C a0.. OV Q C v 3 v o �' 3 C 7 N `�° Q CO ` N O m O C p L +� L C w f0 a+ GJ H In N d U N O L LJ �. m N Q m CLp L p ? O C L p u 7 O H v O � N GJ aj C aL+ > O p N N (O v � v O 41 N Y E 3 > W N v > L C U 3 Y VIo *' `_' ra 3 a o c c is i CL 3 U v Y Q d o p y :° °' LL � ip E C m E O j _ +' 3 5- v s v >, N Y CLLL O v +�+ d G v 7 s y t p ° m t °1 H N LL Vf Building Permit Check List&Zoning Analysis 'Address: �� �1 a ti—�• �S F ! SBL I ?�i' S ( — ' 7 Zone:'- S Use: Z I I=> Const.Type: Other. Submittal Date: 10 2 co 7- Revisions Submittal Dates: Applicant A y S T CL.I,d N Nature of Work: l N ' 4 Z_Q y r—s� S w i.r'\✓�I N l t, eviews:ZBA: 0 C T 2 7 2020 PB: BOT: Other. OK l ( ( ) FEES:Filing. 7 BP: '-7t Z S� 4c/O: Legalization: O (- APP: Dated: ✓ Notarized: ✓ SBL: I.D. Cross Connection:--- H.O.A.: (Jf ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. ( ) ( ) ENVIRO:Long. Short: Fees: N/A: ( ) ( ) SITE PLAN:Topo: SiteProtection: S/W Mgmt.: Tree Plan: Other. ( ) ( ) URVEY:Dated: �P �^ Current: Archival• ✓ Sealed Unacceptable: ( ) GLANS:Date Stamped: ✓ Sealed: '� Copies: Z Electronic: ✓ Other. ( ( ) License: 1,/ Wor Co Liabilli�j� Comp.Waiver. Other. CODE 753#: / t I-/`7 Dated: N/A: HIGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. O O 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. O O 20I7 NY State ECCC: N/A: Other. (� ( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. O O Ckher. �Oj Z o (.. mtg.date: 1\ approval• k l DJ' notes: ( )ZBA mtg.date: approval: notes: ( )PB mtg.date: approval:- notes: APPROVED REQUIRED EXISTING PROPOSED NOTES Am,- 1 s k. NOV 2 5 2020 cir F Front: Front: Ste: Rear. Main Co v —t 6 Accs.Coir L q 7 • Co 2 .�7 Ft.H S S .H Sb: GFA: Tot,Imp: S 1?Z 4 o q S S.ln! . wl. FtFt Imp: Parlune Height/Stories: notes • ; BUILDING DEPARTMENT E (� L, � V I - VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 OCT 2 6 2020 (914)939-0668 Fax(914)939-5801 www.rX&rook.or VILLAGE OF RYE BROOK BUILDING DEPARTMENT ARCHITECTURAL REVIEW BOARD CHECK LIST FOR APPLICANTS This form must be completed and signed by the applicant of record and a copy shall be submitted to the Building Department prior to attending the ARB meeting. Applicants failing to submit a copy of this check list will be removed from the ARBN agenda. Job Address: Q�kTl�l IZ.Me.D A-siif Date of Submission: I D/R,� L,-�Lo Parcel ID#: In-51 -1- -1 Zone:Q-15 Proposed Improvement(Describe in detail): APPLICANT CHECK LIST: MUST BE COMPLETED BY THE APPLICANT (LA-62 u-,o I�C.1. The following items must be submitted to the Building Cli5r A�-tr��tr,�� C-�.lc�x�, � ,Prsn�c, Department by the applicant-no exceptions. 1. ( �mpleted Application 2. ( <Two(2)sets of sealed plans. (one full size {maximum Property Owner:3rkyffNV 4-'**6 �ZIUftO allowable plan size-36"x 42-1} and one l 1"x17") Address: �—C� T , E dt 3. ( -Iffwo(2)copies of the property survey. 4. ( ;ene ' ' o(2)copies of the proposed site plan. Phone# (4 13- y-1-1- �'��-1 5. ( electronic/disc copy of the complete implication materials. Applicant appearing before the Board: 6. ( )Filing Fee. plot"IeL 5"Gzy p,1J 7. ( )Any supporting documentation. 8. ( )H A approval letter. (ifapplicable) � Address: LA BWPCCi,&OCTI-txCt, �J(�llrilFll.LFl,o-,j 9. ( otographs. Phone# Qly- 9214-(2gCjq 10.( )Samples of finishes/color chart. (a sample board or model maybe presented the night of the meeting Architect/Engineer:De&IlPL.,s-1eZW1P'i-) Phone# CAIU- 5&t -0CPA 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 I'\nS- da o L� , 0 �� day 4- , 20 J e of Property O s r App ieant 0CtI Print Name of Property Owner Print Name of Applicant Notary Public Notary Public W 3/21/19 JOHN G. SCARLATO JR. ARCHITECT 33 Byram Hill Road Armonk, N.Y. 10504 Phone: (914) 273-7350 Fax: (914) 273-9222 JGSCARLATO@GMAIL.COM 6/16/21 Steven Fews Assistant Building Inspector Village of Rye Brook 938 King Street Rye Brook,NY 10573 Dear Steven: RE: 39 Country Ridge Drive Pool House Enclosed are one 24 x 36 and 11 x 17 copies and disc of the revised drawings from the last Architectural review meeting. If you have any questions or need anything else, please give me a call. Thank you for your help. Sincerely, John G..Scarlato Jr. REVIS V ' PLANS DATED. JUN 17 2021 OOK BUILDING DEPARTMENT VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK, NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, June 16, 2021 Due to public health and safety concerns from COVID-19, the Architectural Review Board meeting on June 16, 2021 will be closed to members of the public. The public can still watch the live meeting online through Zoom through the app or through the following https://us02web.zoom.us/i/85411174403 If any interested members of the public would like to provide comments during the meeting, comments can be emailed to stevefews@ryebrook.org or called in during the meeting at +1 (929) 205-6099, meeting ID: 854 1117 4403 NAME & LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 78 Woodland Ave - Replacement of Railing 5186 (Freeman) and Decking on Front Porch 5 Charles Lane Re-Do Existing Front Consent 5208 (Gasparini) Walkway in Bluestone Agenda 1 Lincoln Ave (Parr) Replace Wood Retaining Consent 5209 Wall, w/Masonry Liberty Agenda Stone, & Walkway 4 Candy Lane Replace Decking & Consent 5210 (Dluzhevskiy) Railing on Existing Deck Agenda (PVC Paramount Sandstone) 2 Charles Lane New 6' High Rear Yard Consent 5211 (Kaplan) Fence Agenda 16 Legendary Circle New Deck, New Patio, 5213 (Abramsohn) Retaining Wall, Expand Driveway & Landscaping 18 Rocking Horse Amendment to Prior Consent 5214 Trail (Feist) Approval Fence Change to Agenda Vinyl & Steps 23 Hawthorne Ave Outdoor Fireplace & 5215 (Quinson) Chimney ML NM MR SE ✓ JM f SF AC ✓ MI KC ./ VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, June 16, 2021 Page 2 NAME&LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# _ 39 Country Ridge Amendment to Prior 5216 Drive(Austrian) Approval (Pool House Wrap Bottom in Stone Veneer) 65 rock ridge Drive Relocate Patio Door,New 5217 (Ayala) Windows, to Facilitate Interior Alterations 13 Knollwood Road Rear 1 Story Addition, 5218 (Luceno) Rear Deck, & Masonry Patio ML NM MR f Slf--- JM SF - AC ✓ MI� KC VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK, NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Thursday, January 21, 2021 Due to public health and safety concerns from COVID-19, the Architectural Review Board meeting on January 21, 2021 will be closed to members of the public. The public can still watch the live meeting online through Zoom through the app or through the following https://uso2web.zoom.us/i/82284377958 If any interested members of the public would like to provide comments during the meeting, comments can be emailed to stevefews@ryebrook.org or called in during the meeting at +1 (929) 205-6099, meeting ID: 822 8437 7958 NAME & LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 165 Betsy Brown Amendment to Prior Consent 5128 Road (Valad) Approval, (Front Door Agenda Change) 2 Wilton Circle Legalize New Rear Raised Consent 5129 (Charney) Patio & Sitting Wall Agenda 6 Loch Lane Roof Top Solar Array Consent 5131 (Orselli) Agenda 24 Latonia Road 6' High White Vinyl Fence Consent 5132 (Rothbart) w/Gates Agenda 39 Country Ridge Dr Swimming Pool Fence. 6' Consent 5119 (Austrian) Hight White PVC @ Side Agenda Yards & Black Chain link 6' @ Rear 15C Rye Ridge Plaza New Sign & Awning "Green 5133 Win - Ridge and Tonic" 5 Parkwood Place In-Ground Swimming Pool, 5130 (Kohn)) Patio, Outdoor Kitchen & Fence 780 King St Extend Existing Deck w; 5134 (Heinberg) New railing & Decking. New Roof Over Deck 39 Meadowlark Re-Appearance to Show 5122 ML ✓ NM MR /� SE JM I/ SF AC f MI KC Road(Rose) Revisions 24 Sleepy Hollow Rear Addition, Deck, Patio 5135 Road(Iacobelli) & Front Covered Porch 980 Anderson Hill Amendment To Prior 5136 Road Approval. Construct New Blind Brook Club Golf Teaching Building, Reconfigure Front Entrance & Golfing Landscape 6 Latonia Road Re-Appearance To Show 5120 (Casino) Revisions 12 Lincoln Ave Two Rear Dormer Additions - 5137 (Bainton) & Interior Alterations 57 Hillandale Ave 1 Story Addition, 2nd Story 5138 (Grossberg) Addition, Rear Covered Porch & Front Portico ML NM MR SE JM SF A� C � M1 KC VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK, NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, November 18, 2020 Due to public health and safety concerns from COVID-19, the Architectural Review Board meeting on November 18, 2020 will be closed to members of the public. The public can still watch the live meeting online through Zoom through the app or through the following https://us02web.zoom.us/j/82249823211 If any interested members of the public would like to provide comments during the meeting, comments can be emailed to stevefews@ryebrook.org or called in during the meeting at +1 (929) 205-6099, meeting ID: 822 4982 3211 NAME & LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 16 Maywood Ave Replace Rear Yard Wood Consent 5091 (Robles) Fence w/ 6Ft Agenda 19 Maywood Ave Driveway Widen, Retaining Consent 5100 (Ocasio) and Wall Fence Agenda 16 Hillandale Road New 4'-0" High Post and Consent 5101 (Harmon) Rail Fence w/Wire Mesh Agenda 717 Westchester Ave New 4' High Open Picket, Consent 5102 (Shehata) Front Yard and 6'High Agenda White Vinyl Fence Rear Yard. 6 Legendary Circle Post& Rail Fence In Rear Consent 5103 (Goodman) Yard Agenda 476 N. Ridge Street Roof Top Solar Array Consent 5104 (Sidelev) Agenda 47 Mohegan lane 6Ft High White Privacy Consent 5105 (Shapira) Fence, @ Rear Lot Line Agenda 23 Lincoln Ave Re- Do & expand Rear Patio Consent 5106 (Morales) Agenda 165 Betsy Brown Amendment to Prior Consent 5063 ML I r� N.M -MR CE AA V SIF AC-- -- MI KC • ..Road(Valad) Approval, Front Door Agenda _Change) 35 Bonwit Road Replace Driveway R.R. Tie Consent 5107 (Sedrish) Walls w/Mesa Block Agenda 72 Valley Terrace Re-Appearance 2nd Story 5097 (72 Valley Terrace Addition & Alterations LLC) 11 Winding Wood Legalize Rear Elevated 5108 Road(Kotlin) Deck 6 Winding Wood Window Changes& Sky 5109 Road Lights/To Accommodate (Escobar/Otero) Kitchen Renovation 7 Beechwood Blvd Application to Amend Prior 5023 (Schoeman) Approval 39 Country Ridge Dr Inground Swimming Pool, 5110 (Austrian) Patio, Cabana, Fencing, & ML Deck Alterations 12 Birch Lane Roof Over Rear Patio 5111 (Shaw) Extension, Outdoor Kitchen & Remove Gazebo 116 Country Ridge Rear Addition, Inground 5112 Drive(Jacobs) Swimming Pool, Deck, & Outdoor Kitchen 3 Charles Lane Rear Deck, Roof Covered 5113 (Abraham) Extended Patio, Fire Pit, BBQ & Sitting Wall 21 Woodland Drive 2nd Fl Addition, & 1 Story 5114 (Morrisey) Addition S. C. Rye Brook Construct Playground Area 5115 Partners S.E. 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L_ C z XL Y<O)► i L rli �c 7' L Q y CL Li. 41 ;i 014 Y ► ^ .r+!u ry.w O a0 s d �t cam' Vi Now 0 `- 2 6_ _ Y y 7` ' u ~( a•: 2p'- ram'-,�. •_ � �� k' 00 CD -Cv O g rr ^41 i i+. 1 1 11 T t �1 �¢�y,�� A a(ti►)r 4 ♦ �r�00 ����', r�llw'{�t t'/�ili�l j' 't'(rt♦,;o �t��t ♦�� lAAMA" �E��� - � � �•�• `�"_�k j r�"r �� y,.�r�.l t ''g19c a f r�'�,� ''�., „ -,.?� •����r ��® DATE(MM/DO/YYYY) A C CERTIFICATE OF LIABILITY INSURANCE 10/27/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S).AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(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 John Andros NAME. BNC Insurance Agency PHONE (914)937-1230 a/c No: (914)937-1124 90 South Ridge Street E-MAIL ss. landrosCmbncagency com ADDR INSURERS)AFFORDING COVERAGE NAIC 0 Rye Brook NY 10573 INSURER A. Continental Casualty Cc 20443 INSURED INSURERB. NGMlnsuranceCompany 14788 Cardillo Pools&Spas.Inc INSURER C 128 Mt Joy Place INSURER 0. INSURER E New Rochelle NY 10804 INSURER F COVERAGES CERTIFICATE NUMBER: CL204396175 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IADUL151JUNI POLICY Err POLICY EXP LTSRR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD/YYYY MMIDDIYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 2,000.000 DAMAG N 300.000 CLAIMS-MACE OCCUR PREMISESEa occurrence S X Contractual Liability MED EXP fAny one arson) S 10,000 A Y 6045315942 04.21/2020 04121/2021 PERSONAL SADV NJURY S 2.000,000 GEN'LAGGREGATE LIMITAPPLIES PER GENERAL AGGREGATE S 4,000.000 PEA ❑LOC PRODUCTS-COMP/OP AGG S 4,000.000 POL'.CY 7 OTHER AGG R S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S 1.000.000 Ea acaden X ANY AUTO BODILY INJURY(Per person) S B OWNED SCHEDL.LED B2U0781K 04/17/2020 04/17-,2021 BODILY INJURY(Per x.dant) S AUTOS ONLY AJTOS X HIRED H NON-OWNED PROPERTY DAMAGEAUTOS ONLY AUTOS ONLY Per acd c 'ht PIP-Basic s 50000 UMBRELLA LIAR HOCCUR EACH OCCURRENCE s EXCESS LIAB CLAWS-MADE I AGGREGATE S DEC 1 1 RETENT ON S S WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANVPROPR.ETOR.PARTNER/EXECUTIVE ❑ N/A E EACH ACCIDENT S OFFICER/MEMBER EXCLLDED7 (Mandatory in NH) E L.DISEASE-EA EMPLOYEE S If yes.descnbe under DESCRIP?ION OF OPERAT;ONS below E L DISEASE-POLICY LIMIT S i DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) The Certificate Holder Is included as an additional Insured when required under written Contract or Agreement 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 10573A- - ©1988.2015 ACORD CORPORATION. All rights reserved. ACORD 25(20161103) The ACORD name and logo are registered marks of ACORD NYSIF New York State Insurance Fur.� 199 CHURCH STREET.NEW YORK,N.Y. 10007-1100 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE a a A^^^^^ 562634751 ti LEVITT-FUIRST ASSOCIATES LTD 520 WHITE PLAINS ROAD,2ND FL TARRYTOWN NY 10591 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER CARDILLO POOLS&SPAS INC VILLAGE OF RYE BROOK 128 MT. JOY PLACE 938 KING STREET NEW ROCHELLE NY 10801 RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE G2072 061-1 704579 06/29/2020 TO 06/29/2021 10/27/2020 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2072 061-1. COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION, LUIGI CASALE-PRESIDENT KARINA CASALE-TREASURER CARDILLO POOLS&SPAS INC 2OF2 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMAI ION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER.426447845 U-26.3 ag ........ .... .....ABIA M� -ods,� - 41 . . . . . . . . .. . INN 0 A C%4 -mall 04 (C=*D:,X M 0 LO C) C 40- 2 cr AM ;64 0) C) ca cn 0 CD V. 4-1 1 ui U) Nlk Z'. 4-J U) > ,x g� 72 0 0 A—07F co CF) �tg 14E C) to 04 cu 0) . i�x s ram\ h 4- 0 'to ---------- Ki, IMMM, �.,JED ph. ACC)RO® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 12/01/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(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: Joseph E.Salvatore,AAI BNC Insurance Agency PHONE (914)937-1230 FAX (914)937-1124 90 South Ridge Street E--MAIL Eri: AIC,No ADDRESS: Isalvatore@bncagency.COm INSURER(S)AFFORDING COVERAGE NAIC# Rye Brook NY 10573 INSURERA: Selective Insurance Company cfAmerica 12572 INSURED INSURER B JMA LANDSCAPING,INC. INSURER C: 84 PARK DR INSURER D INSURER E: EASTCHESTER NY 10709-5111 INSURER F: COVERAGES CERTIFICATE NUMBER: CL2061096922 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD NND POLICY NUMBER MM/DD MM/DD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE Fx_]OCCUR DAMAGE TO REN PREMISES Ea occurrence $ 500,000 X Contractual Liability MED EXP(Any one person) $ 15,000 A Y S 2229410 07/03/2020 07/03/2021 PERSONAL&ADV INJURY $ 1.000,000 GEN'L AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE $ 2,000,000 POLICY X PRO- JECT LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident 1,000,000 X ANYAUTO BODILY INJURY(Per person) $ A OWNED SCHEDULED S 2229410 07/03/2020 07/03/2021 BODILY INJURY Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ Uninsured motorist $ X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 5,000,000 A EXCESS LIAR CLAIMS-MADE S 2229410 07/03/2020 07/03/2021 AGGREGATE $ 5,000,000 DED I X1 RETENTION$ 10,000 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ NIA N/A E.L.EACH ACCIDENT $ OF-ICERIMEMBER EXCLUDED? (Mandatory in N If yes describe under er E.L.DISEASE-EA EMPLOYEE $ , DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ N/A DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Village of Rye Brook is included as an additional insured when required under written Contract or Agreement. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELNERED 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 4 \\ NYSIF New York State Insurance Fund 199 CHURCH STREET,NEW YORK,N.Y. 10007-1100 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A^^^^ 133988254 JMA LANDSCAPING INC 84 PARK DRIVE EASTCHESTER NY 10709 4-aij-'m SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER JMA LANDSCAPING INC VILLAGE OF RYE BROOK 84 PARK DRIVE 938 KING STREET EASTCHESTER NY 10709 RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE G 1359 552-5 849196 01/01/2020 TO 01/01/2021 12/l/2020 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1359 552-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:279181981 Laura Petersen From: Mike Izzo Sent: Tuesday, May 4, 2021 7:06 PM To: Tara Gerardi; Laura Petersen Subject: Fwd-. Message from Dig Safely New York, Inc. (DSNY) Michael J. Izzo Building & Fire Inspector Village of Rye Brook, NY Sent from my iPhone Begin forwarded message: From: Dig Safely New York Exactix<tickets@exactix.digsafelynewyork.com> Date: April 30, 2021 at 9:09:51 AM EDT To: Mike Izzo <Mlzzo@ryebrook.org> Subject: Message from Dig Safely New York, Inc. (DSNY) Reply-To: Dig Safely New York Exactix <tickets@exactix.digsafelynewyork.com> ****REGULAR**** DIG REQUEST from DSNY for: VIL RYE BROOK Taken: 04/30/2021 09:08 To: VIL RYE BROOK PRIMARY Transmitted: 04/30/2021 09:09 00002 Ticket: 04301-000-401-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 39 To: Name: COUNTRY RIDGE DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: FRONT, RIGHT& BACK OF THE PROPERTY AS FACING NearSt: HOLLY LN Means of Excavation: EXCAVATOR, HAND TOOLS Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: FOUNDATION WORK, FOOTINGS Estimated Work Complete Date: 06/16/2021 Depth of excavation: 42 INCHES Site dimensions: Start Date and Time: 05/05/2021 07:00 Must Start By: 05/19/2021 ------------------------------------------------------------------------------ Contact Name:JOE ARCIDIACONO Company:JMA LANDSCAPING INC Addrl: 84 PARK DR Addr2: 1 • City: EASTCHESTER State: NY Zip: 10709 Phone: 914-793-5604 Fax: Email:jmalandscaping@aol.com Field Contact:JOE ARCIDIACONO Alt Phone: 914-906-0944 Email:jmalandscaping@aol.com Working for: AUSTRIAN ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: CON-ED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 i Laura Petersen From: Mike Izzo Sent: Tuesday, February 23, 2021 10:38 AM To: Tara Gerardi; Laura Petersen Subject: FW: Message from Dig Safely New York, Inc. (DSNY) Michael J. Izzo Building& Fire Inspector Village of Rye Brook, NY (914) 939-0668 -----Original Message----- From: Dig Safely New York Exactix<tickets@exactix.digsafelynewyork.com> Sent:Tuesday, February 23, 2021 10:22 AM To: Mike Izzo<Mlzzo@ryebrook.org> Subject: Message from Dig Safely New York, Inc. (DSNY) ****REGULAR**** DIG REQUEST from DSNY for:VIL RYE BROOK Taken: 02/23/2021 10:21 To:VIL RYE BROOK PRIMARY Transmitted: 02/23/2021 10:22 00003 Ticket:02231-000-402-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County:WESTCHESTER Place: RYE BROOK Addr: From: 39 To: Name: COUNTRY RIDGE DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: IN THE REAR OF PROPERTY BEHIND THE HOUSE NearSt: HOLLY LN & FAIRLAWN PKWY Means of Excavation: EXCAVATOR Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: IN GROUND POOL Estimated Work Complete Date: 02/26/2021 Depth of excavation: 7 FEET Site dimensions: Length 42 FEET Width 16 FEET Start Date and Time:02/26/2021 07:00 Must Start By: 03/12/2021 ------------------------------------------------------------------------------ Contact Name: MARIE CIANCIO Company: CARDILLO POOLS&SPAS Addr1: 128 MOUNT JOY PL Addr2: PO BOX 88 City: NEW ROCHELLE State: NY Zip: 10801 Phone:914-235-0883 Fax: Email: marie@cardillopools.com Field Contact: MARIE CIANCIO Alt Phone: 914-235-0883 Email: marie@cardillopools.com 1 r Working for:AUSTRIAN ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: CON-ED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: Mike Izzo Sent: Monday, December 28, 2020 9:34 AM To: Tara Gerardi; Laura Petersen Subject: Fwd-. Message from Dig Safely New York, Inc. (DSNY) Michael J. Izzo Building& Fire Inspector Village of Rye Brook, NY Sent from my iPhone Begin forwarded message: From: Dig Safely New York Exactix<tickets@exactix.digsafelynewyork.com> Date: December 28, 2020 at 7:55:32 AM EST To: Mike Izzo<Mlzzo@ryebrook.org> Subject: Message from Dig Safely New York, Inc. (DSNY) Reply-To: Dig Safely New York Exactix<tickets@exactix.digsafelynewyork.com> ****REGULAR**** DIG REQUEST from DSNY for: VIL RYE BROOK Taken: 12/28/2020 07:54 To:VIL RYE BROOK PRIMARY Transmitted: 12/28/2020 07:55 00002 Ticket: 12280-000-106-00 Type: Regular Previous Ticket: 12010-001-143-00 ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 39 To: Name: COUNTRY RIDGE DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: FRONT OF THE HOUSE NearSt: FAIRLAWN PKWY& HOLLY LN Means of Excavation: EXCAVATOR, HAND TOOLS Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: DRAINAGE Estimated Work Complete Date: 01/14/2021 Depth of excavation: Site dimensions: Start Date and Time: 12/31/2020 07:00 Must Start By: 01/15/2021 ------------------------------------------------------------------------------ Contact Name:JOE ARCIDIACONO Company:JMA LANDSCAPING INC Addr1: 84 PARK DR Addr2: 1 City: EASTCHESTER State: NY Zip: 10709 Phone: 914-793-5604 Fax: Email:jmalandscaping@aol.com Field Contact:JOE ARCIDIACONO Alt Phone:914-906-0944 Email:jmalandscaping@aol.com Working for:AUSTRIAN ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: CON-ED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: Mike Izzo Sent: Wednesday, December 9, 2020 1:39 PM To: Tara Gerardi; Laura Petersen Subject: FW: Message from Dig Safely New York, Inc. (DSNY) Michael J. Izzo Building & Fire Inspector Village of Rye Brook, NY (914) 939-0668 -----Original Message----- From: Dig Safely New York Exactix<tickets@exactix.digsafelynewyork.com> Sent: Wednesday, December 9, 2020 11:43 AM To: Mike Izzo <Mlzzo@ryebrook.org> Subject: Message from Dig Safely New York, Inc. (DSNY) ****REGULAR**** DIG REQUEST from DSNY for: VIL RYE BROOK Taken: 12/09/2020 11:42 To: VIL RYE BROOK PRIMARY Transmitted: 12/09/2020 11:43 00001 Ticket: 12090-000-732-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 39 To: Name: COUNTRY RIDGE DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: IN THE REAR OF PROPERTY BEHIND THE HOUSE NearSt: HOLLY LN & FAIRLAWN PKWY Means of Excavation: EXCAVATOR Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: IN GROUND POOL Estimated Work Complete Date: 12/29/2020 Depth of excavation: 7 FEET Site dimensions: Length 42 FEET Width 16 FEET Start Date and Time: 12/14/2020 07:00 Must Start By: 12/29/2020 ------------------------------------------------------------------------------ Contact Name: MARIE CIANCIO Company: CARDILLO POOLS & SPAS Addr1: 128 MOUNT JOY PL Addr2: PO BOX 88 City: NEW ROCHELLE State: NY Zip: 10801 Phone: 914-235-0883 Fax: Email: marie@cardillopools.com Field Contact: MARIE CIANCIO Alt Phone: 914-235-0883 Email: marie@cardillopools.com 1 w � Working for:AUSTRIAN ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: CON-ED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Tara Gerardi From: Mike Izzo Sent: Tuesday, December 1, 2020 3:57 PM To: Tara Gerardi; Laura Petersen Subject: FW: Message from Dig Safely New York, Inc. (DSNY) Michael J. Izzo Building & Fire Inspector Village of Rye Brook, NY (914) 939-0668 -----Original Message----- From: Dig Safely New York Exactix<tickets@exactix.digsafelynewyork.com> Sent:Tuesday, December 1, 2020 12:53 PM To: Mike Izzo<MIzzo@ryebrook.org> Subject: Message from Dig Safely New York, Inc. (DSNY) ****REGULAR**** DIG REQUEST from DSNY for: VIL RYE BROOK Taken: 12/01/2020 12:51 To:VIL RYE BROOK PRIMARY Transmitted: 12/01/2020 12:52 00001 Ticket: 12010-001-143-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 39 To: Name: COUNTRY RIDGE DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: FRONT OF THE HOUSE NearSt: FAIRLAWN PKWY& HOLLY LN Means of Excavation: EXCAVATOR, HAND TOOLS Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: DRAINAGE Estimated Work Complete Date: 12/21/2020 Depth of excavation: Site dimensions: Start Date and Time: 12/07/2020 07:00 Must Start By: 12/21/2020 ------------------------------------------------------------------------------ Contact Name: JOE ARCIDIACONO Company: JMA LANDSCAPING INC Addr l: 84 PARK DR Addr2: City: EASTCHESTER State: NY Zip: 10709 Phone: 914-793-5604 Fax: Email:jmalandscaping@aol.com Field Contact: JOE ARCIDIACONO i Alt Phone: 914-906-0944 Email: jmalandscaping@aol.com Working for: AUSTRIAN ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR z P1 zi ~ C C:Cb �o c� CL c� y 0 Cb z a �. � Cb t • b cb o co 47 o o C Cb e� "d`v (b ` 6- �� � �Q5 Ile �. -D y ro � o o a, � Co13 Cb h � gyp, b 1 . � � `►; 0 ' b� a V3 V,�.4�,, M y t� •r `�y 1 �_w �� `� • O . ,A -0 W L, ta- .0 �I. ihP4ro Is �� � M• QlI, uv Q O o e =r{ Cb r � f ' •� 'i 1 t •`'Y ♦ ♦ , M r6 5• Q r ACA I �• �r R � c lid ?� D 464 two �• r r. M O V• zo N0 --� o ` 1 tit �- -� to 001 o ,�,Lg 5 6a op :NSTAI I t Z LLI H-.BLACr,CiA.N LINK— So : S PENCE p.BARRIER C:_CODE I 0 PVC C S r4:3LAC�CHAl','_;N`w 6 00 •O �- 1' 9 LEAEC` c,Cj s`9� Cn COUNTRY RIDGE DRIVE - LOCATION MAP COUNTRY RIDGE DRIVE ^, ti N hill'LROORMN-\ 2 1 r+ \.,\\— .! / !O� N T S , �`)1 U 1' 111 j EXISTING IMPERVIOUS AREA PROPOSED IMPERVIOUS AREA � r�J Uj a 'PRO i QUO:'On =r�.CF A�.095 SFt A=5.699 SFt � N rn Tax Lot 8 -�-• 1 General Notes 0011 FILE COPY 1 Contractor to venfy all conditions and dimensions prior to the start of work, 15 / ,1 I --' Leo.r-,TT��ty�NC �• s _s. ;, any discrepancies are to be reported to the design engineer immediately 2 The contractor shall notify DigSafelyNY at 811,no less than two days prior to commenting excavating activities J 1,_•—`"�V , ,,` 3 All work shall conform to the official rules and regulations of the State of New York I::_arov=l Building Construction.Fire.Safety and all other applicable Municipal,State and 0 _ �'+ B• Federa!regulations x s r: H-'r, ;;� ~_"�� � 4.Underground Utilities are shown schematically and all utilities may not be shown hereon /,7AK PA'.;7. !yc contractor to verify al utilities have been field marked by the appronate agency and D1On..co)� , O rely on those representations over locations indicated hereon. •=, ��'� ! -B U I LTIF I NA L S l!RVEY 5 Grading of the property shale be performed to provide positive drainage away from the �,� proposed foundation 1%S-A-, - s 6.Existing underground utilities shall be terminated at curb boxes,property line,or as ENCEBf�R: 1 \tiF TeX Lot 7 REQUIRED PRIOR TO •� Lot Area= otherwise directed by the respective utility company ,6.847.,8 FINAL INSPECTIONLLJ J or 0 387 AC Erosion Control V h 1 \ Z 1 Erosion control measures shall be installed as the first phase of work and be Z W C�: maintained throughout the dursbon of the project • / 2 Maintenace and installation shall be in accordance with NYSDEC"Standards and Specifications for Erosion and Sediment Control'. W VS R 1 / 3 The Village can require additional measures be implemented at their discretion 4 The plans indicate locations of erosion control measures however the contractor Z rb C i r,::=r=;V-I<�ANti. 1 / must us best management practices as necessary to assure proper controls. ,-'s -•F CCODE•�K r ,� 5 The final subgrade shall recieve no less than 4'of topsal and be sseded and mulched V O REVISEDCn PLANSJUN � 7 10�1 f Q . DATED-: L TeX Lot 6 Map Reference 40.0 y^ � � 1 Topographic information shown was taken from a topographic survey prepared by Richard J Domato, Land Surveyor,Dated August 11 2014 PERMIT# r ?LO 60%5 1 NOTE Vertical Datum Assumed-E 100 00 on S.M.H.Rim located at centerline of Country Ridge Dr N 1 '7 opposite centerline of 15.0'San Sewer Easement along westerly edge of property Ir?1 DA T E AP R E D NOY 2 010 Ix w o 3 — — BUILDING INSP Aa�ge of R e Brook,NYY 0CT2 fi 2020 � _� � C_: VILLAGE OF- R�E BROOK .� �xZ� � �Q•C o LEGEND '�`4�C 0 CATCH BASIN •SS LOT SEWER SERVICE ,cl HYDRANT W W 1 y0 ® DRAINAGE INLET (111ISCO SEWER CLEAN-OUT EXISTING TREE.SIZE.TYPE a W.V.WATER VALVE 2 trj SEWER MANHOLE •S� _OT STORM SERVICE a FIRE 4LARM SP_,CE BOX U 0 ED 1 o WS LOT WATER SERVICE T TRAFFIC S GN G.V CAS VALVE O (' � DRAINAGE MANHOLE OE-X ELECTRIC CROSSING O ROOF LEADER j' UnLfTY BOX ® ELECTRIC MANHOLE LIGHTPOLE S" UnLfTY BOX MANHOLE e STREET SIGN OD 0 275 MONUMENT SET UTILITYUTILITY POLE EXISTING SPOT ELEVATION 0� DEEP TEST � 3O t TRANSFORMER OPT PERCOLATION TEST L=50.32 B Rol().l)0, � PROPERTY LINE CURB LINE \`� EXISTING CONTOUR-INDEX CURB CUT EXISTING CONTOUR-INTER APPROXIMATE LOCATION OF WATER MAIN O mm sim mn szc al=�m DRAINAGE LINE PROPOSED CONTOURS APPROXIMATE LOCATION OF B*PVC SANITARY SEWER FENCE _ - LIMIT OF DISTURBANCE SCALE:1"=10' SILT FENCE AND CONSTRUCTION FENCE XEXISTING TREE TO BE REMOVED DATE:OCTOBER 22,2020 COUNTRY RIDGE SHEET 1 OF 2 JOB No.1201 30 MIN POSTS EXISTING N ION PAVEMENT ZO /SUPPORT NET +. SECT B STONE PAVEMENT--,,,,, 3' S•; POST 6'MIN. CONSTRUCTION SPECIFICATIONS STABILIZE ENTIRE PILE FILTER FABRIC TOP VIEW , I WITH VEGETATION OR COVER SECTION A FILTER CLOTH MOUNTABLE BERM I STONE SIZE-USE 2'STONE.OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT 2 SLOPE OR LESS FLOW (OPTIONAL) 1 COUPLE B A 2 LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE �BACKFILL PROFILE A 30 MINIMUM LENGTH WOULD APPLY) 3 THICKNESS-NOT LESS THAN SIX(6)INCHES EXISTING 4 WIDTH-TWELVE(12)FOOT MINIMUM. BUT NOT LESS THAN THE FULL WIDTH AT GROUND POINTS WHERE INGRESS AND EGRESS OCCURS. TWENTY-FOUR(24)FOOT IF SINGLE SECTION B 30'MIN ENTRANCE TO SITE _ SECTION A iam 5 FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF im STONE z NATIVE SOIL 2 6 SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION c ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE IF PIPING IS IMPRACTICAL A MOUNTABLE BERM WITH 5 1 SLOPES WILL BE PERMITTED. °•e; 7 MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL SIRAWBAIES OR SILTFEN' f MIN.SLOPE MIN SLOPE , .,e•, PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY = o:°: TOE-IN METHOD JOINING SECTIONS OF FENCING °:°' ALL SEDIMENT SPILLED.DROPPED.WASHED OR TRACTED ONTO PUBLIC RIGHT-OF-WAY 12'MIN 10'MIN. ° EXISTING MUST BE REMOVED IMMEDIATELY PAVEMENT INSTALLATION NOTES Off+ e; °'° S. WHEN WASHING I$REQUIRED,li SHALL�DONE ON AN AREA STABILIZED WITH I/j it •. o; e;e;o•e; a;� STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE It U 1 AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE INSTALLATION NOTES °•°•e: 9 PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH a 2 MAXIMUM SLOPE OF STOCKPILE SHALL BE 1.2 z RAINFALL EVENT W 3 UPON COMPLETION OF SOIL STOCKPILING,EACH PILE SHALL BE SURROUNDED t.EXCAVATE A 4 INCH X 4 INCH TRENCH ALONG THE PROPOSED FENCE ALIGNMENT a• WITH EITHER SILT FENCING OR STRAWBALES.THEN STABILIZED AS NOTED 2.UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK(DOWNSTREAM) =Z WALL OF THE TRENCH(NET SIDE AWAY FROM DIRECTION of FLOW) PLAN VIEW v 4 TEMPORARILY STABILIZE AS NOTED IN SPECIFICATIONS 3.DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS APPROXIMATELY 2 INCHES FROM THE TRENCH BOTTOM 4.LAY THE TOE-IN FLAP OF FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH SOIL STOCKPILING BACKFILL THE TRENCH AND TAMP THE SOIL NOT TO SCALE 5.JOIN SECTIONS AS SHOWN ABOVE. 6.CONTRIBUTING AREA SLOPE LENGTH SHALL BE LIMITED TO LENGTHS ON N Y S GUIDELINES SILT FENCE STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE N.T S V/ J Q W v ZLLJ s'-o~ 8'-0" ! Z Z 4' 7'-4" 4' (3)CABLE 0/I HOOKS 1 r o� fyCD CIS (4)#4 BARS AT 900 � Q AROUND OPENING ♦^ V) 5� O 2 1/2 ' 24 AT 15' / 4 M1 1 1/4" PLAN VIEW s4 0.c am.E.w.T DETAIL OF OPENING PLAN VIEW �T (4)#4 BARS AT 900 AROUND OPENING ®® ® ® ® ® ® _W 8 ` 6'TOPSOIL ®® ® ® ® ® ® -4 SLAB PER w ®® ® ® ® ® ® '- DETAIL SECTION ®® ® ® ® ® ® r = OPENING(TYP) ®® ® ® ® ® ® SEE DETAIL ®® ® ® ® ® ® Y.� -------- -- -- O F ®® ® ® ® ® 6/12x6/8— I r®® ® ® ® •� ep �O WELDED WIRE MESH 0 D ELEVATION SECTION ®® ® ® ® ® J 6 I I ®® ® ® ® ® 6" CONCRET TO TEST 4000 PSI®28 DAYS 3, I h C w� I ®® ® ® ® ® I 3/4"WASHED C 0 SPECIFICATIONS WELDED WIRE MESH ASTM A-185 Ln >I I ®® ® ® ® ® f STONE CD V Q y RING LEACH VOLUME VOLUME APPROX 1 Precast Concrete Sales Co. � <� I � I � � y•C HEIGHT AREA C.F GALLONS WEIGHT Precast Concrete Sales Co. a I I ®® ® ® ® ® I �4 OZ.NON-WOVEN C_ l� 3'-0" 75 726 945 2.700 123 Route 303 Valle Cottage,N.Y. 10989 123 Route 303 Volley Cottage,N.Y 10989 > o_ irf y 9 NOTES Tel.(845 268-4949-Fox 845 268-4376 Lj I I ®® ® ® ® ® I FILTER FABRIC t 4, 3'-6" 90 147 1,101 3,100 Tel.(845 268-4949- ax(845)268-4376 + CONT N i I AROUND STONE W C h fb CONT. CONCRETE TO TEST 4000 PSI ®28 DAYS I ®® ® ® ® ® i SIDES&BOTTOM LLJ 4'-0" 100 168 1,258 3.600 + JOB I I ® ® ® ® ® MANDATORY REBARS ASTM A-615-40 4'-6" 113 169 1,415 3,900 JOB I 5'-0" 126 2f0 1,572 4,500 8•-0 D/A. LEACH/NG RING + SIZE AND SHAPE OF OPENING TO SUIT 8•-0 D/A. TOP SLAB i i ®® ® ® ® ® U +APPROX. WEIGHT= 4,700 LBS. DATE DRAWN BY DRAWING NO --- 6'-0" 151 252 1,891 5,400 DATE DRAWN BY DRAWING NO + LOAD RATING - HS20 I 1/16 CLASSIC DESIGN 708 1/16 CLASSIC DESIGN 708-T -----------B'- -�-----"---' �"� U) 8'-0" DRAINAGE RING PER DETAIL N T S r, SCALE:AS SHOWN DATE:OCTOBER 22,2020 SHEET 2 OF 2 JOB No.1201 AL-R GH'5 RE5EKVED.COPY OR REPRODJCTION O' Tr115'LAN OR ANY PORTION,T+".EREOF 15 PRO`,SITED WITI'O,T THE WR1TTtN PERM 55ON OF THE LANDSCAPE GENERAL NOTES ARG't CONTRACTOR IS O VISIT ITE AND LL E)aSTTW CONDITIONS ALTERATI 1 UNDERGROUND UTT7IITIES SPIPES•ETC)AND LIMITATIONS FFECTI 16 THE PROPOSED WORK 1 O A 2g•5a'1'1 UREDE�OETDIRECTION,15A v OtATION OS VY5 EDUCAT ON R 2 ALL WORK IS TO BE PERFORMED IN COMPLIANCE WITH ALL LOCAL,STATE,AND APPLICABLE 10X tAW. BVILbD 6 CODE REGULATIONS PROP.G HT.BLACK CHAIN 6400 3 CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE LINK POOL CODE FENCE PROP.WATER FEATURE @ 24'HT. DURSV6 THE COURSE OF CONSTRUCTION OF THIS PROJECT,INCLUDING SAFETY OF ALL PERSONS (ABOVE POOL LEVEL AND PROPERTY THE IS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO I S'SANITARY SEWER EASEMENT NORMAL WORXaNG HOURS AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY.AND HOLD THE CITY REPRESENTATIVES HARMLESS FROM AND AND ALL LIABILITY,REAL AND/OR ALLEGED, IN CONJUNCTION WITH THE PERFORMANCE OF THIS PROJECT. '-2' I'-2'---- 4 CONTRACTOR SHALL VERIFY LOCATIONS,LEVELS,DISTANCES,AND FEATURES THAT MAY AFFECT 42'-p' 1 2'-0' THE WORK.sHOUL)EXISTING CONDITIONS DIFFER FROM THESE PLANS,STANDARD SPECIFICATIONS,AND SPECIAL PROVISIONS DO NOT ADEQUITEI.Y DETAIL THE WORK TO BE I ,-o DONE.CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO CONTINUING WITH 1 ,,,, 102 I I \ A5 ANY RELATED WORK.NO ALLOWANCE WILL BE MADE IN HIS BEHALF FOR ANY EXTRA EXPENSE � I \�'!k— RESJLTIN6 FROM FAILURE OR NEGLECT IN DETERMP4rM&THE CONDITIONS UNDER WHICH + PRO?.G'HT.BLACK CHAIN WORK IS TO BE PERFORMED NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE I LINK POOL CODE FENCE � A SET OF SIGNED BLUEPRINTS AND A SET OF SPECIFICATIONS SHALL BE KEPT ON SITE AT ALL - 'E\11SED _ TIMES PROP05ED POOL JAN 6 2021 h CONTRACTOR SHALL NOTIFY ALL PUBLIC OR PRIVATE UTILITY COMPANIES(48)HOURS PRIOR TO oXI 42 X I G' ! COMMENCEMENT OF WORK ADJACENT TO EXISTING UTILITY LINES UNLESS ENCROACHMENT u +100 1 P LAN _ PERMIT SPECIFIES OTltFRWISE N I I T _ • 7 CONTRACTOR SHALL PROVIDE AND MA37JTAIN SUFFICIENT BARRICADES TO PROVIDE FOR THE — I t'I 1 1 t 5 OZ un \ � • SAFETY OF THE GENERAL PUBLIC TO THE SATISFACTION OF THE MUNICIPAL BUII.D'N6 I 1 D a DEPARTMENT - 5.00 _,__ I .1 PRO!'.PRO?.a'MT.WHITE PANEL 8 ALL MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESSO -! I I I 1 PROP.STO'JE {— I I PROP. ``� AZAK?OOL CODE FENCE OTHERWISE NOTED �+ I_ I I PATIO CABANA -, +IpO t I 12'X9 1 H, , PROP.G`IT.WHITE PANEL a, PROP.PLANTING ` AZAK POOL-CODE FENCE i' I I ` REVISION DATE __j BAY \ Tax Lot g - t -�I w PROP DECK ADDITION (5EE ARCH.PLAN5) " 1 EX.DECK STEPS TO 1 \ \ BE REMOVED LINE OF EX.DECK \ PROP.G'HT.WHITE AZAK PANEL POOL CODE FENCE W/SELF CL051NG;5EL`LATCHING GATE 5'5ANITARY 5EWER EASEMENT `\ I \ t \ I PROP.G HT.WHITE AZAK PANEL POOL CODE ` Tax Lot 1 7 FENCE W/SELF CLOSING;5EL F LATC`11NG GATE I \\ Lot A, _ `?� \ 76,847.13 SP \ or 0 387 AC. oc 1 \ I t , I t / Tax Lot 6 DETAIL-BLUE5TONE ON CONCRETE / SCALE:3/4"= 1'-0" ,' ', AUSTRIAN RESIDENCE j-B MORTAR JovT/2'9_UE5TOVE PAVERS 39 COUNTRY RIDGE DRIVE ' RANDOM RECTANGULAR PATTERN,SAWN END5 RYE BROOK,NY 10573 12'MORTAR 5ETTING BED I ' 4•�P CD4C�5AB REIN'ORC_D WjT- ••o. B •p•b 00 Q.8 Q b ece 4/4 Willio RN 5H`LAT5 5HEE5 t / • 6,S oo :COMPACTEDREVS=GRADE /' P E '�M IT f ``� �� � 4 C�V 8���0 �V 8�� OR AGGREGATE BAST. I—III—III—I i I—III—III—I I COMPACTED OR JVDI5TUR9_�59B GRAD i � t ,� _ SITE PLAN S13L# .S t (POOL) 0 DETAIL-BLUE5TONE ON CONCRETE ��/ D�,Te APPR i/ED SCALE:3/4 I 0 DAN I EL SH ERMAN Z r---------____ i BUILDING INSP C O� i la a of Rye r IANDscAPE ARCHITECT _ 8 g y/ Brook,NY 4 BROADWAY - SUITE 9 —J� o VALHALLA,NY 10595 PHONE:(9 14)824-0999 FAX:(914)824-025 I dan.dan5hermanland5cape@gmall.com www.dan5hermanlanci5cape.com I of I I �•NGSCAP��- .�Q�r•��shFk�4Qp,\� I "/ 1 1 srq ma`s-1X1OFN Q��r t - L=50 32• R=30°° 1 ward DATE: SCALE: Approval UL. v m_, _ - SEPT.2,2020 I" 1O' 0" Chairman. /A IL" DRAWN BY: DRAWING# AL 0 PLAN-LANDSCAPE PLAN SCALE. 1 10-0" . - - f AL R G'1-5;?E5ERVED CO'Y OR 2EPR07JCTIOV O I Tr115'AN OR ANY PORTIO\.TyEREOF IS P20-SITED WIT7OUT Tr if WPJTT`-N"-RM 55 ON OF THE AN75CA-E ARC-1T=CT PLANTING SPECIFICATIONS: ALTERATION O`Tn 5 DRAWING,EXCEPT F COVE 9Y OR UNDER THE D RECTION O`-ME L CEN5ED L.A THAT GENERAL:A.plants trees,and shrubs shall rieet the speclflcat 0-15 for'pant mate^:al-as per the Amer can PREPARED THEM,15 A V OLATION OF 141t`5 EDUCAT ON Standard for Nursery Stock. The landscape arch tect reserves the right to Inspect a plants pr or to shipping u{w and n5tallatlon. There are to be no substitutions of the plants wltnout the consent of the,andscape architect. PLANTING: All plants shal be planted in pits two times the dlamete-of the root ball or container. Plant height 1 O 12g 5a-1 should be placed at or slight y above previous grade. Pull back bur ap from top of ball and cut wire on t-ee GX basket. Ensure that the burap Is not exposed above grade because of water loss. 5tak ng and guying shal'be g4 p0 used on'y when necessary. When the met'Tod Is used,care should be taken to protect the tree Park and wires should be removed as soon as po55lole. �MptNl MULCHING: A plant ng beds(EXCEPT GROUNDCOVER)sha..be mulched with three inches of shredded bark to 6(�0 conserve water and keep roots covered d uring in t ai growth stage. Do not place mu ch heavily around crown of N46 26 p0'E �5(tNG PtiAto ,- -' ARISTOCRA'PEAR WINTER CARE: All trees and shrubs shall be sprayed with an anti-desiccant the first November after p anting. 8)@ 2.5°-3`CAL WATERING: All p a-Its shall be wate-ed by t-ie contracto-during the nitial grown stage.Trees 5ha.be heavily ---''--- waterer+seve-al times dur rig the first month after planting and then•egulary for the next two summers. PLANT GUARANTEE: Cont-actor shall cguarantee a,newly I,sta.ed plants for one-year o-ovided that they are g.ve proper water ng/care and co-Itracto-Is notlf ed of un-iealthy stressed plants mmed ately ,- I I PROP05EDPOOL 42'X I +100 REMOVE ANY DEAD OR DAMAGED BRANCHES ( I DO NOT C_t THE LEADER I � I i- i PROP.STONE PROP I yt f +10100 1 ' I III CABANA 5ET TREE AT ORIGINAL GRADE N'In I \1 BOXWOOD GLOBE 3'9ARK MJLCH 00' 1 ANNUALS (1)@ 3G" REV 151 O N DATE I CREATE d SAUCER WITr OAM C=J \ ROP`5 AT TOP OF BAL_5HA.1 BE CUT I r--4 Tax Lot $ I PULL BACK TOP 1/2 OF BJRLAP.NOV-BIO I --t DEGRADABLE MATERIA_SHALL BE REMOVED I - IJ___ LIGHTLY COMPACTED LOAM BACKFILL. CHESAPEAKE HOLLY FORM A 5OJD PEDESTAL TO PR-`VENT 5ETTUNG 1 (G.)@ 4-5'HT. z sx Bt ola nn N I I ! DECIDUOU5 TREE PLANTING i \ I i \ I I I \ I G.G.ARBORVITAE(10)@ 10'-1 2 HT. I I \\ RLNE O"DEAD OR BROKE\BRANC-+E5 AN7 V55 I \ I I \ 1 1 TOx Lot 7 \\ Lot AIeo_ a+ \ 16,84 7 113 SF a \ or D 387 AC I SST TREE AT ORIGIVA GRADE 3 DARK MU_Cn I / I I / CREATE o 5AJCER WITr LOAM / AUSTRIAN OPE5 AT TO'Or BAJ_5nA--B`_CUT 'UL_BACK TO'1/3 OF BURLA' T I / ':? NO\BIODEGRADA9J MATERIAL 5^A L 9E REMOVED Tax L O t 6 RES I D E N C E I IUGH T"COMPACTED LOAM BACKPILL lFORM A 50LID'ED`_5TAL TO PREVENT 5"97,NG I / 39 COUNTRY RIDGE DRIVE x BALL DIA i / RYE BROOK,NY 10573 EVERGREEN PLANTING 1 / - I / REMOV`ANY DEAD OR PLANTING DAMAGED BRANCHS PLAN 3'BARK MU Cl. 1 I , CREAT-6'5AUC-2 W Tr_OAM ROPE5 AT TOP OF 5A1 5.IA-BE CUT l .... I 'JL-3ACC TOP /2 JA 5'1A_,ALL VON-910 ; �� DAN I E L 5 H E RM AN DEGRADABLE MAT`21AL 5`tA...BE 2EMOV=� l I 1 I !l I UGriL"COMPACT`?_OAM BACKFIL I lA 3 I / I � uNDlsruRBE� / N D5CAPE ARCHITECT 2x BA J a Vie O I / 0 1 � 4 BROADWAY - SUITE 9 5HRUB PANTING co Z _—————_ VALHALLA,NY I 0595 PHONE:(9 14)824-0999 Rear Yard Planting JI o FAX:(9 1 4)824-025 l Scientific Name Common Name Size Quantity I �� Tees Q7 dan.dan5hermanland5cape@gmall.com Pyres calleryana Aristocrat' Aristocrat Pear 2 5"-3'cal 8 i www.cian5hermanlanCi5Cape.COM I Thtga plicate lG►een Grant` Green Giant Arborv,tae 10'-12'ht 10 I I 1 Shrubs Bows semprevirens'Green Gem' Boxwood Globe 36" 1 NGSC0 Ilex cienana'Chesapeake' Chesapeake Hull 4'-5'hit 6 I F\ I ' J i I 1 I , I _OF NE`� I 1 1 I I R=Tao Do y� DATE: SCALE: �5O , R,30 00 5EPT.2,2020 1"= 10-0° DRAWN 5Y: DRAWING# AL L - 2 i D IECIE VIE GENERAL NOTES RNOV 18 2020 THE PROPOSED WORK HAS BEEN DESIGNED AND MUST BE PERFORMED iNs@—\\r— f!8 CONTINUOUS t?BITUMINOUS COMPL ANCE W TH THE 2020 NYS RES DENTIAL CODE THE TOWN OF RYE ���JOINT BROOK MUN C PAL CODE AND ALL APPLICABLE RULES AND REGULAT DNS CONT-- A-101 At01 Atot �R EDGE AS OUS PERCOMINGNTR STONE PATIO ---- ----- �( AS PER CONTRACT BY:OTHER 2 7HE PROPOSED WORK HAS BEEN DESIGNED IN COMPLUUVCE W TH THE I I V I L LA O E O E RYE B R OO P AWAY THE 2020 NYS DE DENTAL CODE SECTION R326 �y ppp���rPA pp•�••��y�G 3 THE POOL S DESIGNED N CONFORMANCE WITH ANS'/APSP/CC 5 —--�+-a - -T T-- --------- --- --- ----- - — — - IBUILDING i 1 p� �{/�ENT 4 POOL ALARM TO COMPLY W TH R 326.7 AND ASTM FnW 6� i` 1 N AppppTEWATSI ItVEL �_ 5 POOL SAFETY FENCE AND GATES TO COMPLY W-TH THE 2020 NYS L_ — I F00� I I Sam M0� RESIDENTIAL CODE SECTION R326 AND THE TOWN OF RYE BROOK POOL SFUMN END Is oeB'X 8'CONTINUOUS { 3S• I �, I i CERAMIC TITLE BAND �(� ENCLOSURE CODE r i I r i 1 6 ALL POOL HEATER SHALL BE EQUIPPED W TH A READ LY ACCESSIBLE 3 i?Dw CONTINUOUS i -,-e+�-r -+`^---^r•+-e--r• -+ - ON-OFF SWITCH TO ALLOW SHUTTING OFF OF HEATER W,THOUT (�) - 1 MAX.SLOPE >-s I REBAR$ BEAM AD,,1 �L 1 I - ...' LISTING THE THERMOSTAT SETTING(N1103 8 1)POOL HEATERS FIRED �!'��,� I } 00, I b 'TT PLASTER NI$H �) PILOT LIGHTS NATURAL GAS ORLPG SHALL NOT HAVE CONT N000SIY BURNING DEEP END0381) B'THICK GUNRE CONCRETE I-------•--1 ��•� � (5ODD PSI)MIN � �� ��-` - AND PUMPS ACCORD NG O PRESE7 T ME SWITCHES THAT CAN T SCHEDULE ATICALLY SHALL B OFF E J INSTALLED ON HEATERSD ON 1 HORIZONTAL REBARS . SW MMING POOL HEATERS AND PUMPS(N1103 8 31 CONTrwDLISSEf II 8 AN AUTOMAT C POWER SAFETY COVER SHALL BE NSTALLED AND COMPLY REINFORCING DETAILS ll / W TH ASTM F 1346 91 i VERTICAL KEBABS CONTINUOUS {I r 9'PROVIDE SAFETY VACUUM RELEASE SYSTEM CONFORM NG TO ASME 11'S0� VIRG9i SOIL _ ,k-_- C L SEE REINFORCING DETAILS _":, sm A-A POOL CROSS SECTION - - --- 10 POOL PUMPS SHALL CONFORM TO THE REOU'REMENTS OF 2020 NYS _ B'THICK GUNFTE SHELL COMPACTED WEIGRADE RES DENT AL CODE&ENERGY CODE SCALE.14=1'40' '+c- ON STEEL MAT 12.NIN 11 POOL AND SPA SUCT ON OUTLETS DES GNED AND NSTALLED IN 3 7 •' ACCORDANCE W TH ANS ASME Al 12 19 8M A-,o, 8• �: 12 FOR ENERGY CONSUMPTION COMPLY W TH R403 10!2020) 12 1 POOL AND SPA HEATERS SHALL BE NSTALLED N ACCORDANCE W TH \ 5 CONTINUOUS BEAM DETAIL THE MANUFACTURER'S RMT O TH ON U REM T ONSTS L GAS-FIRED POOL HEATERS SHALL CONFORM 70 THE REQU REMENTS�STIED IN G2441 OF 4Tat' { THE 2020 NYS FUEL GAS CODE �01 SCALE:1"=1'-0" 13 ALL ELECTR CAL EQUIPMENT W R NG AND APPURTENANCES MUST BF oe• NSTALLED N COMPLIANCE W TH THE 2020 NAT ONAL ELECTR CAL CODE ART CLE 680 AND SWIMMING POOLS OF THE 2020 NYS RES DENT AL CODE 3 2 Atot COPING A101 �' I 2020 NYS RES ENTIAL COETURES SHALL BE NSTALLED N ACCORDANCE 14 ALL ELECTR CAL WORK MUST BE'NSTALLED BY A WESTCHESTER CONTINUOUS llr BITUMINOUS COUNTY L CENSED ELECTR CAN EXPANSION JOINT I CONTINUDUS COPING L CENSED PLUMBER 15 ALL PLUMB NG ORK MUST BE NSTALLED By A WESTCHESTER COUNTY L STONE PATIO EDGE AS PER CONTRACT BY:OTHER /� 7 > �- 16 POOL WALLS AND FLOOR TO BE'GUN TE'CONCRETE-N ACCORDANCE a `✓ v TRACK FOR LIREPOOLSPEC. AS PER PITCH AWAY ♦ W TH AC 506 2(LATEST ED T ON)W TH A M N MUM STRENGTH OF 4000 PSI MANUFACTURE SPEC APPL CAT ON SHALL BE N ACCORDANCE W TH AC 506R,LATEST ED TIONI RE NFORC NG STEEL SHALL BE GRADE 60 DEFORMED BARS CONFORMING MAXIMUM SLOPE 31 �il TO ASTM A615 A-101 8 TEST 3MU1rvALVE {� APPROI�NTEWATERIEV- A-1)1 is q VALVE PAW WISURS � Pool MAN Fn)l Lu VAC LESS t0AD1 8'X('CONTINUOUS X o FILTER PUMP CERAMIC TLE BAND 11• Q i POOL POOL0 FROM o (3)1?DVL CONTINUOUS REBARS 0 BEAM m m Frtat I WAY VALVE 314'CONDUIT FROM II' •'. SITE • a DEEP END SHALLOW END steals � / POWERSUpP_Y �• U T�" 3'�' BROIMATOR I cm ` 4 I 3IT DYL REBARS • t7� M� 2(iW0)AT EACH LIGHT I��l/IHpgCAPE PLANS FOR SITE fsiAONG,DRI►W1GE P.IYL PATIO LAYOUT POOL LOCATDII SffE A7 t 1 I REQ1�ENTSN0 WGCOWkW: 4 FUTURE LOCATION i4- U. BY.DA NIEL SHERMAN,LANDSCAPE ARCHITECT 2� VIT PORTVAIYE I '4----- 4 EtIW01MAY,SUITE 9,VAUNUJI NY HEATER CARTROM FLTBt ! UNDERWATER LIGHT TE:914.824M - TO FOCI I FUTURE II ` FIETIM I LIGHT FACE 8 RING LENS II I II CONTRACTOR TO V F ALL EX ST NG COND T ONS AND F D FFERENT �P �. APPROVED GROUND • NOTIFY OWNER'S PROFESS ONAL REPRESENTATIVES OU' I I I I CAP OWNER MUST HIRE A PROFESS ONAL LAND SURVEYOR FOR POOL VIC LOCATION 8 POOL EQU PMENT OWNER OR THE BUST H RE A PROFESS LD NG DEPARTMENT LAND SURVEYOR FOR FINAL AS BU LT ARPAIA ASSOC ATES S NOT RESPONS BLE NOR RETA NED FOR SURVEY PLUMBING SCHEMATIC DIAGRAM (NOT TO SCALE) TYPICAL REBARS CONTINUOUS<Is ACCURACYSEXSTNGASBULTCONETONS UNDERWATER G ! TYPICAL SEE REINFORCING g� t-0' B-0' DIAGRAM IS FOR GENERAL INFORMATION ONLY DETAIL THIS SiEETFOR 0 LIGHT FIXTURE A-101 MORE INFORMATION LICENSE PLUMBER TO CONFORM WITH LATEST NEW YORK STATE POOL CODE APPENDIX"G",PLUMBING.GAS AND 47-T ALL SECTIONS PERTAINING TO POOL REQUIREMENTS AND COMPLIANCE B'THICK GUNITESHELL I COMPACTED SUBGRADE NOTE: ONS�MAT Atot ENTRAPMENT PROTECTION AS PER R326 6 1 OF THE 2017 NYS UNIFORM CODE SUPPLEMENT g• F THICK GUNiTE CONCRETE(5,0WPSI) MINYUM ON STEEL MAT POOL PLAN SCALE 4"=,'-o- ,- -CONTINUOUS.BEAM BEAM DETAIL@ s UNDERWATER LIGHT FIXTURE �R°1E*,!°11 p,°4 s21� SPAS t :75•�s PATIO BY OTHER RE NFORCEMENT REBAR LAYOUT REINFORCEMENT REBAR LAYOUT AUTOAMITiC POOL COVER POCKET A-101 SCALE 1"=1'-0" --- - - •�°`PATIO BY BY OTHER FOR POOL WALL LESS THAN FOR POOL WALL LESS THAN PATIO BY OTHER WiTH METAL COPING,"x'OR'METAL PROVIDE EXPANSION JOINT TYP S-0'N HEIGHT S-0'IN HEIGH` BRACKET AS PER MANUFACTURE 94 REBARS @ 17 O.0 94 REBAAR4 @ 1TO C PROVIDE EXPANSION SPEC AND NSTAUATION DETAILS HORIZONTAL 3 VERTICAL,TYP �� �� HORIZONTAL R VERTiGI TYP JOINT TYP I FOR POOL WALLS NOT 5'THi�(GJW t CONCRETE' I i DcCFIDI NG 5 N HEIGHT Af0 POOL BOTTOM 31B'PLASTER COAT FINISH 1 (5,000 PSI)MIMIMl11A ON I --- I 1 STEEL MAT. r ♦ (2)MWN DRAIN WITH 3V PLASTER ?? ?� L 6' G�6' *6' 6' 6' 6' 6' 8' 6'-�+� WAYWARD COVER WIG tW AV ` COAT FINISH --L--1---L--�-- ---1-- —1—�---J — 1.=INFLOOR@rOC Bf?IG, r ( AYS SUCTIONUP E TO • A A ASSOCIATES, i I I i i I I aR®ARS@iTOc ARCHITECTS -� W i -i---�— —I--i— ALEXCE�IVG7NT7--t—T—r—r�-7—t—r—i— i �\ I'. z - RADIUSHEIGHT RA 1 I I I I I I I I I I I I , (' NORTH136 30 W I AVARIES 4 9 I { I I I I I I I I f I ! `. ?I�=�==t==6•- ___-_�___ -• 1== GREENWICH CT�.: ` o L Fl_.LLLJ J_1_L_�J_1_L_LJ_ )I N� 0 �- � _-: �_�►_�= —rt-t-ram;- -*- -��- -t-�-;- COVERBOXRADKIS ! (:4�1 -01 SCALE 1/2"=1'-0" �q =;:• ' PROPOSED POOL PLAN I I I I I I I I VARIES �- ! � i` , =1 - - loll I #4 RWAYS@ 1TYPIGIL FOR t i A REBAARS BOTH WAYS. 1 I l r I-1i 11-i I -I�-_ I I I / �ti �. f��;J? r�f r A U ST R I A N RESIDENCE t I - -" POD:BOTTOM TYPICAL BENCH 6 STEPS ~! i y-}-+-F--{--t- 39 COUNTRY R DGE DRIVE RYE BROOK NY RADiIS p-0. -1-- 1-j- - f "I O VARIES 4' -I!�I1=!= 1! Ifs111_!,1=1I!_ REBAR =1 i c _�_ _J_ .;,►� I-III-I t l=1 I i--I I t' =i I I-,i!-III-:i I }} I- Dk:.:ll'•IG. .D S -I.:'.a �..`RU'.'E G SS ��------1 4 - _ 'LR1;Rc�RuD�ARE a'.0 S'�_L E:ti\`FIE?ROPER-'OF \ �k--• 1, 6'MINIWM OF CRUSH VIRGIN SOIL aP.P.I,hSSC�Ia E I. I 4, STONE I v C'10% p tv F q PART-VI-'- i 7-0' g°t Ze�$a i d fd 7 �� 'i i ry COMPACTED SUBGRADE raRl'F hL.-rCRIZa-i:% a her__C _ - a.� t' jJ c� SSOCI,'=c n: I:�ROrl3-ED ( f t_15 1.emu:'Ek'I5 1'.'l tiED S_E_:'F 7R;F C'�3"RL'"tU'•OF OVERLAP REBAR y HYDROSTATIC RELIEF VALVE - R o S I ill I�I"' I,1 t ICI tl=ll �1,= I'�i- ��� tI n PR.^,JcC'tiA'.tEDr ERE I`::.\D5—•;__`+..-3E USED3'+a'.t C':E.. 4Y"IE_ 5'L.TL�ZL T_-i : _ - _ _ --- II-lii `II- ��4 `c�^ 0_. ' 202D . (2)1?DUIBEATTREBAR FAR:.`.ti-rER'VS-RUC-+J'.:/Irh+JL t+c^!RI-'E:•.::C•':;=.VIRGINSOIL I�I I I i1111 ii�I l I I I I II I III TI I IT1TI I'l l II I i=1TI�I I=III --T�1=I 6i �L- u�af ~ li :iiJii II III=111 I 94 RBk%@ 1T D C. r-r'-,��---t-„-,: mJ",- -ml I iT I��I i�,:= App � �II �� EA(:HWAY @DRAIN RPhI ASS Fc o BOTH WAYS ` 2-0' ! VIRG94 SOIL 94 REBARS @ 8'O.0 VERTICAL TYP FOR ■ tt t52vZ:� MIN REBAR POOL WALLS EXCEEDING 9IN HEGHT -- ----- PP.OJEC-NO OVERLAP ` \` `- � •�Q/9 ��� DFtAN NG BY--�'7 NA -- L,y,��._�, �r FLOOR DRAIN DETAIL ��,�� CHECKED v.h BENCH&REINFORCING 2 POOL WALL AND FLOOR 3 POOL WALL AND FLOOR - - `x -- _ ----------- A-101 SCALE:1"=1'-0" * i� •rrrG NO DETAIL REINFORCING DETAILS REIN_ FORCING DETAILS A-1 01 SCALE.1/2"=1'-J" SCALE:1/2"=1'-0" SCALE.1/2"=1'-0" _ r __„_•��.,_�"e=_�..•• >n�.�.-- � � -__- General notes: 1. ALL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE BUILDING CODE,RESIDENTIAL CODE, CONTENT.EXCAVATION MUST BE FREE OF WATER WHILE FOUNDATION WORK IS IN PROGRESS. FIRE CODE,ENERGY CONSERVATION CONSTRUCTION CODE,EXISTING BUILDING CODE, TRUCKS,BULLDOZERS OR OTHER HEAVY EQUIPMENT SHALL BE OPERATED WiTH CAUTION AND MECHANICAL CODE,FUEL GAS CODE,AND PROPERTY MAINTENANCE CODE. IN SUCH A MANNER AS TO CAUSE NO DAMAGE TO FOUNDATION SYSTEMS. i1M3EA.It'E 30 YEAR 2 CONTRACTOR SHALL PROTECT&BRACE ALL WORK FROM DAMAGE DURING CONSTRUCTION. 9.ALL STRUCTURAL STEEL SHALL BE NEW,CLEAN AND STRAIGHT AND SHALL CONFORM TO THE N'CH1ECTlPZA ROOT" A"IECiU'.PL ROOF LATEST EDITION FOR A.S,T.M.DESIGNATION A-36 OR A-500 FOR ALL"IS"SECTIONS.ALL 12 3.ALL WORK TO BE PLUMB&TRUE,ALL PLUMBING WORK TO BE IN COMPLIANCE WITH NYS STRUCTURAL STEEL WORK SHALL COMPLY WITH SPECIFICATIONS FOR THE DESIGN, 5HNA.E5 TO MATCH SktNA E5 f0 h1A1CN ` AVVN HOUSE 10 MAIN ;` PLUMBING CODE All ELECTRICAL WORK TO BE IN COMPLIANCE WITH N.F.C.,All HVAC FABRICATION AND CONSTRUCTION OF STRUCTURAL STEEL FOR BUILDING OF THE AMERICAN WORK TO BE IN COMPLIANCE WITH ASHRAE STANDARDS,LATEST EDITION.All CONTRACTORS AND INSTITUTE OF STEEL CONSTRUCTION LATEST EDITION.PROVIDE STIFFENER ANGLES OR PLATES 2 R004 6"ICE 5HELV ,;.• :':,';'; 2 ROW536"ICE SLti LV ' SUBCONTRACTORS SHALL BE LICENSED AND INSURED.ALL PLUMBERS AND ELECTRICIANS ARE UNDER ALL POSTS,COLUMNS OR STRUTS THAT ARE CARRIED BY STEEL BEAMS AND IN THE vARRU 0V1 PPPED `•:,, DAMP.OVERLAPPEV , ;•,,r.'• .;:! ; RESPONSIBLE FOR ANY ADDIT OVAL PERMITS,APPROVALS AND INSPECTIONS THEIR PARTICULAR WEB OF BEAMS CANTILEVERED OVER COLUMNS OR BEAMS SUPPORTING HANGERS.UNLESS 4"FROM 1M1G?AP OVER 4'FROM WRPP OVER ,• + +`:' TRADE MAY REQUIRE OTHERWISE SHOWN OR SPECIFIED PROVIDE 6x8x Yz BEARING ON CONCRETE MASONRY IF ANY. SAVE EVC�l9'ROOF 1 1 EAVE EVGE UP R00'r 4,LUMBER MATERIALS USED IN THE BUILDING SHALL BE GOOD,SOUND.DRY FREE FROM ROT, 10.HEADERS TO BE 1312-X Hr IN 296 WALLS OR(2)27 X IT IN 2X4 WALLS UNLESS OTHERWISE NOTED, N UMJNU'h Cd1f1ER AtdV „ .:Y y F ' "'"'' ;:;;• LARGE AND LOSE KNOTS,SHAKES AND OTHER IMPERFECTIONS WHEREBY THE STRENGTH :.' ALUMINUM OJMP AND .; y.; +:,' LEAVER P PE .,,�,' �' MAY BE IMPAIRED.ALL NEW LUMBER SHALL CONFORM TO 2020 NEW YORK STATE BUILDING CODE 11.INSULATION IN FLOORS,WALLS AND CEILINGS TO BE A COMBINATION OF FIBERGLASS BAT. LEADER PIPE '( - , '; , _ CHAPTER 23.FASTENING SHALL CONFORM TO 2020 NYSBC TABLE 2304.10.1 CONTINUOUS RIGID,OR SPRAY FOAM OR CELULOUS INSULATION TYPES TO CONFORM TO COMp0511E FASCIA / I� *2'6,}' 1,�, COMPOSITE FASCN J ~ All LUMBER SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN WOOD COUNCILS 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE CHAPTER 4. 60A'375 AW SOFFIT fOJ ti ;c� _ ' DOAkT75 M^J 50FPIf t0 ' ;,.. ' NATIONAL DESIGN SPEC FICATIONS FOR BENDING STRESS AND DEFLECTION,AND 2020 NYSBC?3D6. WESTCHESTER COUNTY IS CLIMATE ZONE 4A, ❑ :��" ,� �� MATCH❑ MATT IKJIJ� ALL WORKMANSHIP INCLUDING BLOCKING,MILLING,BRIDGING,ELT.SHALL CONFORM TO THE 2020 MATCH MAINE DB?D DOX ••'' NYSBC AND OR 2020 NYSRBC.PROVIDE LEDGER,BLOCKING,NAlLERS AND ROUGH FRAMING 12.ALL FOOTINGS TO BE A MINIMUM OF 3'-6'BELOW GRADE,OR LOCAL FROST DEPTHAS SPECIFIEDBY COMPOSITE P.A15EV ;; o EAVc1�tURNS %'.''" ;. NEWLI 5 ;t, '�.•''• 't;.; ,• 7'" - HARDWARE AS REQUIRED.ALL BEAMS,JOISTS AND RAFTERS TO BE SET WITH NATURAL CROWN UP: THE ARCHTECT.UNDERPIN WHEN NECESSARY. t. S10000 FI EF1 PA >'• - + PROVIDE DOUBLE RAFTERS AND HEADERS AROUND ALL ROOF SKYLIGHTS UNLESS OTHERWISE NOTED. L Si1ftER5 PND iRIM o `.; „ WITH ti' D D --+. v ' ❑ , f0 MAfCHHOUSE LOI OP, '•: .. ALL LUMBER SHALL BEAR VISIBLE GRADE STAMP.ALL STRUCTURAL LUMBER INCLUDING BUT NOT 13.HOUSE TO CONFORM TO ANY LOCAL SUPPLEMENTAL CODE. 5111CL0 FIN 5 A TE12 ,' AOXHIECTIE'AL - LIMITED TO TJI,TGL&CVL BEAMS OR EQUNALENT SHALL BE INSTALLED PER DRAWINGS AND DN H MAfCN OUSE LOLOP, - `:_,` A E5 MID FLA5IfN6A5 - 5f01t VGiiaR WITH WALE SUPPLIED BY HE MANUFACTURER AND SHALL BE FOLLOWED.TJ JO S AND PROCEDURES LV BEAMS SHALLL 14. 4 AND VERIFY ALLBEARING TO FOOTING. t0 PROVIDE BEARING POSTS ONTO GIRDER OR BEAM CONDITIONS fA X9 TOM f0 TRAN51TION U 2 L 17u I, Q NOT BE ALLOWED TO GET WET AT ANY TiME. I5.TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT THESE PLANS AND fan P VEf,1;ER 1YTIt WAtER PJ Ol17rcV (�p f STUCCO FC I51 tAVLE tR M f01R/W51TION O�Q Q �P • a LT�ti Q 2-a O Q 5.WITH USE OF ANY TRUSS TYPE,PRE-ENGINEERED OR TIMBER CONSTRUCTION A SIGN WILL BE SPECIFICATIONS ARE RJ COMPLIANCE WITH 2020 N.Y.S.ENERGY CONSERVATION CONSTRUCTION COI Af 5 0 FWISt O N p O COfhPO TI?IM O PLACED AT OR ADJACENT TO THE ELECTRIC METER WITH SPECIFICATIONS PROVIDED BY THE 16.ALL DECK RAILS AND STAIR HANDRAILS SHALL CONFORM TO THE 2020 N.Y.S.BUILDING CODE APFROX 0a I I I I APPP,OX ' i 1 i ARCHITECT. SECTIONS 1014 HANDRAILS AND 1014 GUARDS, CONCRETE FC►UADAtION !1� j j i C%'CMlg FOMWA110N---�t� I I I 6.ALL CONCRETE WORK,DETAILS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE 17.ALL ROOF FRAMING SYSTEMS SHALL BE INSTALLED WITH HIGH WIND CONNECTORS(HURRICANE WITH APfl1 FOOTING 3'-b"�' i IWD F00111JG 3'-6" RESIDENTIAL CODEHE CHAPTERCHAPTER NS OF IB.All CONCRETE SHALL BE TYPEAIN3000 P51 COMPRED THE 2020 NEW SSIVE STATE DES)IN COMPLIANCE WITH 2020 N.Y.S.BUILDING CODE DEI,O,N win RUKIM,-� L� r J L� vELOW am MJN iIIJM r� L� r� L� AND SECURELY TIED IN PLACE SO AS TO PREVENT DISPLACEMENT DURING CONCRETING. r I , STRENGTH AT 28 DAYS.REINFORCING BARS TO CONFORM TO 2020 NYS BUILDING 18.All POSTS TO FOUNDATION FOR THE PURPOSE OF SUPPORTING THE ROOF OR OTHER STRUCTURAL L----------------------------------J L----------------------__-----� L_-_---__-_------------_-_-_-------� L_____________________________J FROM SS SHALL RUCTURBLOCKINGASSPECIFiEDBYTHEARCHITECTORANOMINAIDIWENSIONOF4X4 CODE SEC110N 1905 MODIFlCATK)NS TO ACI 318. FROM STRUCTURAL ELEMENT TO BE SUPPORTED CONTINUOUSLY TO A 50UD iv1A50NRY FRONT ELEVATION LEFT SIDE ELEVATION REINFORCING SHALL R ACCURATELY INSTALLED TO REQUIRED ELEVATION FOUNDATION TRU EXTENDS BELOW REQUIRED FROST DEPTH AND RESTS ON A FOOTING OF REAR ELEVATION RIGHT SIDE ELEVATION 7.CONTRACTORS CI VERIFY ALL E REPORTED AND DIMENSIONS PRIOR TO STARTING WORK. TYPICAL CONSTRUCTION, ANY DISCREPANCIES ARE TO BE REPORTED TO ARCHITECT.All WRITTEN DIMENSIONS ON //�' THE DRAWINGS SHALL TAKE PRECEDENCE OVER ANY SCALED DIMENSIONS. 19.ALL SIMPSON STRONG TIE CONNECTORS AND ANCHORS ARE DESIGNED WITH SPECIFIC LOADS AND SCALE: 1 4" = 1'-0' _ SCALE: 1/4" = 1'-0' SCALE: 1/4" = 1'-01 CAPACfD B SUBSi RCHI E OF THESE HANGERS FOR DIFFERENT MODEL NUMBERS THAN / SCALE. 1/4" - 1'-O,' 8,ALL FOOTINGS SHALL BEAR ON UNDISTURBED wRGllr SOIL HAVING A MINIMUM SATE BEARING SPECIFIED BY THE ARCHITECT OR ENGINEER IS FORBIDDEN WITHOUT VERIFYING THE REPLACEMENT CAPACITY OF 2 TONS PER SQ.FT.BRACE RETAINING WALLS OR FOUNDATION WALLS AS PART WIIH THE DESIGN PROFESSIONAL. REQUIRED.BACKFlLL WITH APPROVED MATERIAL,BACKFIILING UNDER SLABS,AROUND PIERS AND ON EACH SIDE OF FOUNDATION WALLS SHALL BE DONE IN LAYERS NOT TO EXCEED 10 INCHES.COMPACTION SHALL BE 95%OF MAXIMUM DENSITY AT OPTIMUM MOISTURE DOOR CH ULE CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FOR RESIDENTIAL DISTRCTS LOCATION 51ze 170M R-49 MMUA(105EV CELL FPAME SPRAY FOAM 6J5.I.ATION -� 2x6 c Ib"OL.CC>I.I.AR » t0 FROM WIDM X I•EIAif LOCK fdAATERIPI. TYPE MAiERUV- REfhAPKS GP.OLLt17 YdNU SPEEV 5PECVY.VINr %15Md DESIGN NrEA1H's�'G FROai L"tERA'lI1E PROtECiION YIfiNTEP+ ICE DA'�R FLOOD AIR Fi3:EZt= MEAN Pvy CLIMAiE ZONE 5 'LOAD( ) SEED EFFECTS maom M09 5 ZOi•TE CAfMOT'Y UEPIH PE M.D PE516M TEMP U1.47EPLAYMW HAZARDS Wax ITNPIM 141i1914 ENO FM -' iIE5/CE11.1%J0151`5 I M,FUN DOOM CLOSEf V-6"It 6'-8" LOCK 5a[P CORE MA50MM 2 PAWL IN= 4a(aisl) 20 P5F 115/120 � NO NO C 5EVE� 42+' YE5 15 MOT FIRE 9-28.07 500 52.2 RAFTER CAVITY ��'� 4'a' �"LDX PLYWOOD OR 361190279F ZIP 00ASl7%fAiHNG 2 MAIN ROOM POVINER ROOM 2'-0'►6'-8" PA55AGT: SCt.C7 COM MASONIT 2 PAWL WOOD (2)216 fOP PLATE 216 FA5CIA 60ARD WITH 5 MP50N H2.5 FRAMNG VIM I s8,,�,,�-2x4 ��.�5� C0�0��F� INSooL�TI�O�f�AND 2FENESTRATION REQUIREMENTS BY COMPONENT 01,00M A5 EACH RAPIER REOUW FOP. - '"CDX PLYWOOD OR FEM5iIRMON SKYLICdif D b G h I.FY WALL FLOOR vA h1ENf WPLL 5 Pfi R-VAL LRAYSL VALE WU BJSfPLLAtION of p �'SH'sE1ROLK It DOARD EAJEfWG 0 WINDOW SCHEDULE CLIMATE ZONE b U•FALfOR b FEi STRATION 5HGC P-VALLE R-VALLE R-VALLE I R-VALLE R-VALLE c &DEPTH d R-ALLE COMP0511E 5OFFIf Q - WPLL5 AND CETL'NG 216e 16"O.L. 055R•20 a � pQQI,HQ(J�x' WALL 51U75 th11H R-Z. 4a(IFast) 0.32 . 0.40 R-49 P,3,+,P5 h 8/13 P-19 10/13 10,2 Ff, 10/13 OPEN CELL 5FRAY ROUAi OPENU.G O MAt+41rACfiJ^ER fhAMFACTU"J:P MODEL q 1V X H I+ISO. NOTES RELEVMtf NOTES PER 2020 ELCC NY5[NY]tAA•E 402J.2 " FOAM IN51ATION a.R-vahz5 are mra nm U-factors are a xa amp.When msubbini is wlal-d to a czm!q Y+1•Iell Is IM Ulm Use Labia dJs gl Ikawss of the Insul um (2)PS.2x6 5 LL PLATE A AN7ER5EN 400 5EPT35 FWG6068P b'•O"x 6'-8' 1 the tisWled P,-vatic of the ins+4m shag rot be less Vion Ue R-value spWried in the tame 9"CONCRETE 5Lfo ON FOAM SILL SAL b.f1e femstrabai U-factor edumn ex Us skybdits.11v 9iX cdumI applies to dl 4 med rewsVetim fuepWt 5kg1i*ts may be eubded Fran yL�I$ r�/l.�YLI� 8�� i1LE OR= "x I F STEEL ANCHOR v M17EP5EN 400 5ERE5 Q35 2'.0 y"x 3'-y j' 2 gaud remstraum 9%X regaren_erb m climate saes I tlraca;i 3 where Ue WZ rcr such Aq 4Aj drs rot eueed 0.30. I"I FOJND OKIC wN L vOLf EMtiEVDi:D Nf0 L M1DER;EN 400 5Ef3E5 CI35 2'-0 'x 3'-y" I tEMPEEREV GLA55 c."10/13"mom R-10 calltn�s LxJa}1m m the mterar a exterior of the Marc a•R-13 cavity mmlabm at Ue Water of Ue basement wd. /2\ (1 14(7-1 AV 24"x 12 L J i It 16"tE WALL @ 48" A R-5 s1 be aldad to Or recrnred slab e&V R-vabes for I=W sibs. CONTIMI'JIJS FOOTING „ :n O.C.MAX MID MAX 121, �/ h.The first vain is cavity Insulalit+t Ur sec"vA v is calWURS h wlaum,so"13+9"means R-13 tavlty Inslletlon pin P-5[aillrxlan w+laVm. �� + 8 1.*a wearid R-vaue apples viler more Ulan Iletf Uti iw)atiai is m W mterta'of the mass.wag. 3.6 KLA I:WPE ;n FROM EPCH Ei P Or WALL M'MMJJM 4 ELECTRICAL LEGEND i s mop i - 202O t4 Y 5fgMY CCN5eFVAfM CONSIRLICfION CODE 5eoQN R-40ZZ2 Ce bw wi9alt aWc%Paces. ; (- a 2'-0'+ VV4FE 5EL110N R402.1.2 REOlARES At10N GREATI R iNMI R-.0 N R-VALlES iFE CE LING Pf�D iFE V • D &4 n NWDECOPA9MXH5K.EPaE RDrCI � E � E RRE NSLLATION FOR Sl1CH F.00F/R-VN•l.E(111,04 A55ENXI!5".L vE P-30.N5LLAWN 511 L EXTCND OVER f i SECTION _ 3 NEW VECORA 3 WAY 5VA*1 H WA L PLATE f0 fFE OUTER EPa OF 5UAi PLATE MTD 5HALL NOr vE COhFrx5%D.fM5 F.E UCWY OF M RE:39 Country Ride Drive Pool House colors and finishes $ NEW VECORA 4 WAY SNhfCN TFE IOIJL�MENfS OF SECTION R40Z.1,2 51N L TIE UMITEV f0 500 SOWRE FEET(46 h12>OR 20 PERCE F PAL s) ) r �Y g 4 WV AtEV CE UNG/eA WMCW WR 15 LE55.1M5 rCIA CWN 9%L NOf APPLY f0 at:UfKfOR mee AF*. E SCALE: 1/4 = 1 -0 JUN 17 2021 $V PEW I7EGOPJI VIMMER 51h4 LH 5EC110N R402.I.q Ah1D THE TOTAL UA AL1ERtJATIVE IiJ SECTION R402.1.5• DAT _ Siding Stucco dray to match exiting house color . NEwVECORAt�LEPTILAL I oil Trim Azak or Equal composite White �a Roof shingle existing timberline Pewter color to match house (�CI wwvecORAGROJNDFPLLf CIRCUITINremprpECEPrACAL �L - Railing White timber tech premiere white composite BUILDING {�i �^ ® �' Porch floor Blue stone mixed color variation ti�CW�CORAQUAD FJ:CEPfICPL B U I L D I N G D 4 A E�� F Stone Bedford Granite thin veneer 0 N.wP11o10OUTLEt 1 • Stucco paint Gray to match house color 'Y rvWiv LAIC',E Ol1fLEt Scarlato Jr. O NEW Wa5%P LEV DOWN L11514 LEGEND 5 vtii�rE OAFFEL '�je�, s fl Ni LV RECE55EV kwTE VOthN LI(dif P&W CON5MXfION - - - - -- _ Architect 0 5 DAFFEL VItH LEfds p �M �:•',;• I::W FOLPJDAWN 5C 33 Byrom Hill Road O W9175A',OKE0E1ELfOR EY1511000N51Mf10NTO5fAY Armonk,NY 10504 © WIMP CARVONMONOXV.-VEiECTOP. [___] EXI51NGt00EFEMOVED P Phone:(914)273-7350 WREP5fhor,E/CARVONWNOrorLON00DEg= - - - - CLO%f JGSCARLAT0@GMAIL,C0M -0' ,JIJn'CimeoXFOPL'Air=1XT e O POOP KIWaR 15 1LAYU6E9.AY1/ENf. AUSTRIAN RESIDENCE 1,@JDEELAYMEIJfPDP,ASAUg.f 5HN0.E5,CLAY/J•J/GUIY-ATE T.E.M6U1 a00F�fN0.E5.tA't•EPJV.SLQ/'IJ:DPAC T?A7F NG,5L•NE M'7a.AiE•iYPE � WALL SCOiJ(E JI1l,TL1101U CDX ® 11yIIJDOY1l NUMBEP N IH E5,WOOD SHN AYI,WOOD iEu5,herEoL P.00F PAMYLS%M ASrtA 6 0%1491Q P S svu G 17 57 f0 L OEAPI.'CA01 E SfMIDAPJ75 LIs1ED Q WALL Wair.AJN XN Par; 3 9 COUNTRY RIDGE DRIVE N 1N5 CHxPIEP_11JDE8AYF/EtJf AINENN.S FPOLrFEt7 f0 COkJ',.Y1WM ASfFA D226 1A970,D1869 AID 06757 SfiN.l EcAP,ALACEL P81iCA11NG E COMPLIANCE WIM lit 5f/N/W DESIGNATION M.iF AFFLICAJII.E,iYF9 CL 551FY-A11ON INO'CAW IN fP(l.E 1507JA D.U499MAYWHr S IA L DE GFC AP!'I.RD trl ACCOEDANCE YAn1 f/Et.E 1501.1 I(2>.UN7EFIAYN�•If 9'/:I.Ci nfULti:D 14ltLORDNJCE YdM fMLE 1507J I{5). X�69 CEILING FAN RENFORCED JUT'im vox ELEVATION LOCATION X RYE BROOK, N.Y. 10573 TAU 1507.LI(4)11JDEmMWNf .Mr/09,'PNf, ELECTRIC P L A N ne I14=AYNEt4f 9Va De AITMUM1111 C01T0924•L9319I(P16IFWI5 W A 6W PNIED1 Of 12 NOE5 Mr15EE)I SSE LAPS W1MA 6•L Ki1 SPA:11G Af 567E ANDEh17VF5.IAd7EFSAYd'ENfSVLL(uaaeDUSNGF/BIN OCPLl XCIPI,M50PCJ7SME5151MAiDIM&CAP PW91POFWrLE55 Owl IPY.lt SCALE: 1 4" «rKenrsaViLIv.1TAMasF550FNOfLE55AWts2•GKE(00oiutCH)siverfaEf/t POAEC•1�14NNEViCM59ViLIWRAMAf104110M9550F / NEW POOL HOUSE 0D01I0LhRMIWffl99550P000Jf5MEDGEOfR/SrIC(/J'SSiMLlDE0055NOLnEUPNSL'rVN 51VUMWr1,VSn4W0089I40If0" W4SIVACjpi NL5/Ida0(mN01fOP5moomgoxCAPNAS.5OAE55W.LMFLOELE551WW21GAGE(00MNot).tieU?9%SM11.A)DUP - 1!-01 SfA^LE LEGS�VdL MAVE ALEN;0151FF10E1Jf fO PEbErP:UE n1lWAf TIE PJrJF SEAiKNG OC NOrLE55 rIVN,/.NOTNfO TIE M+rIG 12'•0" WOF 51E 24"OeYOKVPLM r-----------_fV IIfAMlM GUfTER AIQ7 LEPDER---_-----_i 12'-011 12 WALL VELOW MOLE 1507JA 2)LAIDEELAYMENf AFFLI,. C;w 2 R01V5 36"13 5C_LV i i --- - -. (2)WQI D fogCoOF 90FE5 FaOl1 n11711&S W(M N 12INIf5IbPJ MA,C 212)UP 150 FOP INI`5 ,I 1 I r---------------------OA�".rrROUEf;1.�}'Frl�l 1 i .....c.,,.. >4 vEl:nU1ea111Ddf51fOHZOrUA.(4d1).U�FiAn!Nf9vtL11EfYa0LA11:f5MftCDAS I a..:,.•'•�..•,,. I 4101101vox" „ 4"FROM Vlfft'OVER' '1 „• , rOLL0A5APP1YAl9•NOISfI'JPOFLADEBAYNtNfFELfPMJi6ftr0nv5URMVGAfneEAWr5 I _ r I 1 - - L- �by 5fM.rV16ArII91A14.MRYs6RJOh1YIGESEEfSAI!»FlAYA�Nf.OVEFi/FP►1G 55M1E N5TO 4p EAT WaUPROOF I �] I I I r�'" --- o 61,E 6� v01.f EMBEOMP IN 0 7-6 5, 5 0 +.'+ seE619ene5EFALAP5DV1L0EgnX}ESAFD�VLLL�alserDY6FieLV15f03!a"N p1AX[IMNtd p nMD AIiJE30YPAP.twfELttF'PI ROOF' I t ��'�w"�.114 , I' 62 REF ' " �b nEtL'mEann/rFuet�Lf;ora�llErfe�111ninE/ailrcepnEselaesrose/i. I a, I I CONL?Eit WALL a 6 51'1NAE5toMAf'NMNNH01,15E �JGP+ACJe I 27ix8 ' EXTERIOR ELEVATIONS ro 1 ► o II i 1 O C•MN(At87 MAXI" ' �f POPfDa SLOF950f fOiCL 1f5 VtEVA N 12LRAf5iCWONr/i(442)0"WAff. , T N �CVX Pt Yw0017 0P 1 5"CONCRETE%AD � LNE-Of CEi LNG 5 OPE pp h I- FROM EACH ENV OF V AL _ PO �NI1. - WDEBAYmirsiV1LL'EaELAtEPAPFLEDAS FAlOMK.Ik17F11A17'ENfS1AlL8EAPRED 1 I ZIPv0AW51EA111" I I ,;' G� �,, SFf:YLEPA210N.PMXl0.fONDSfMnNGfnOM11EEA1RAWLNTTD2RJ0E5.DKr0f:IlUb:i 1 i I I _I trITIm4x4w,w,M. I_ o � TE• 0� PLOT PLAN nemar.miNr9%i.wrnuErrea wit;iie&urrofnewiaE5ro5Px.RVW5 ---_______2x12T�VGE--------________-�_'1 OVERR-ID RIGIDINSILAilONvOA?t7 Q 4 B 5IRL M h)1aEs k1D SWV L Cf OFF f DY 6 Peef, i2x6 ASCIA R-49 fAMMUM aC>Si D CELL ; ; o LOVER 20 Phi.VAPOR DAME I ;� o 0 0 A P 0 b ZONING CHART L� 7cnh� ; voAi'J7 N SPRAY FOAM NSU.AiIOV -I ti; LOVER 6 COMPACTED GxAVEL I I- _ P�LE rT o0R Zx4 16" GENERAL NOTES ------�\ 4r, 1507.1,2 ICE DA93:P5 I FRAMNG _ YITY�NENTiRE ROOF I 1 I ;' g POOP CONCRETE I 2x6 a I6' ��OF a IN AREAS%%KM 1FEff FI 5 MN AH5rWGP ICE FOEM,NO&C-4 Tie i VVltli l s8 4 1D RAFTER CAVITY i i '� rtCL5 VAIN}r 4 REVAR 24=' - I I O.C.WN.L „ CL�f G N1t RIDR 1 EAVE5 CA115Q:G A WOO Of WNEP,NJ ICE D/JEEP,51VLL M ILO 0511E O I J Gi'5UM OOAW 3N� WPLLS1 LUST/LLEDF0P,A91Kr%Naf!5.N117LPin5Hi O. r� �- 2ROW53b"KE519�J9 AMP50NHZ.� � VERfICALLYB .• WPLL5ANDCEILNr � DRAWING NO. ( o HJWNe.%5 At t 1 I " H0P ZONOLLY CENTER POUR �; ( O Sit;LVES ,��RED aRC MI!4EPJL yJFfA{ED RGLI Pt10PIiJG 5l A1E AND 9/JE-11T E 5t1V0.E5. I I N OR=OVERLAPPED Ic I Y.MV5114ae5.fi'v%wooSF ES.ftICEOATYJEP%KLCON55f I I L------- --4•' R(�MWP1V'-OVER--EACtiRA°tERj j I "';:`..';+'r•i'•,L+:Y: +�,'d,+n•r,:.•,•A�.,� WIVIMM Of WrLE551HNd TWO LAM Of MMMAYWRrCEiMM 0.0 I I I j 24"x 12"CONTINUOUS CONCRETE \� r17ce1ri P.of n SELF AotEPP�POLYTdEI NkOD°15D ulfu+rr la sli Er I I TsAVE EDLE UP ROar - - f -- „ Xl AC I ------------------------ ---- --- --�' FOOgNGSWiUi(3)#cIF,Ev/1R5,5 5KI.VeUSED N PLACE OfN0?A%DMILAYNENf/1OEVEWfPOA1 -------J O fi$1.0ft5rEOE5OFALPOOP 5PAC5f0AP0WfIJOfLE55rWI AUM M(VI ND LEDR FORM Was AW 001YOM t&MUM, 24 410E5(6.0 FAFd)45pf rFE EXTEFJOR WP1.L 41tE 0P rit:T(I.CDItrGi ROOF PLAN O U N D °I�O N P L N FLOOR PLAN "•• ��' O2S26D�•C,�� N CES SCALE: 1 4" 1'-0' SCALE: 1 4" = 1'-0' SCALE: 1/4" = 1'-0' 9�OFNeNI� CODE REFRE _ LEGEND 0 0 E---0 • A4 0 C. X i ,a ON 41 5260 OF NO - John G. Scarlato Jr. Architect - -- - - I_ , I :n :•�.-r 33 Byram Hill Road Armonk,NY 10504 I� � i. :fR-�I• f Phone: 914 273-7350 / I JGSCARLATO@GMAIL.COM _ AUSTRIAN RESIDENCE 39 COUNTRY RIDGE DRIVE j T -j I .I 7., I, - - - I."I RYE BROOK, N.Y. 10573 DECK EXPANSION AND NEW DECK STAIRS y- EXTERIOR ELEVATIONS - SECTIONS I I I I DRAWING NO. DECK FOUNDATION FLAN DECK CONSTPUCTION FLAN SCALE:1/4"z -0' SCALE: =1'-0' 1' 2020 PE5I ENTI/ L C0 E TABLE NGSZEF SECTION R507 \ ij MINIMUM FOOTING SIZE OR DECKS TABLE R507.5 TABLE R507.6 EXTERIOR DECKS j� f� LIVE OR LOAD BEARING VALUE OF SOILS•t°(psf) DECK BEAM SPAN LENGTHS'I o(feet.inches) DECK JOIST SPANS FOR COMMON LUMBER SPECIES(ft.-in.) R507.1 Decks.Wood-framed decks shall be in accordance �� N E 1N Y 01\K 5 T!\T E GROUND TRIBUTARY 1500` 20M 2500` >..3000` DECK JOIST SPAN LESS THAN OR EQUAL TO: ALLOWABLE JOIST SPAN° MAXIMUM CANTiLEVER" this section.For I SNOW AREA Side of a Diameter of a Side of a Diameter of a Side of a Diameter of a Side of a Diameter of a SPECIES` SIZE' (feet) SPACING troth CSCrthCI in this section.d refer(u Scetioln R301Celndi(ions LOAD' (sq.h•) square tooling round footing Th Chve%n square footing round tooting T(ncttpes)s square footing round footing Th�hes)s square footing round footing Thickness s 6 8 10 12 14 16 t8 SPECIES' SIZE SPACING OF DECK JOISTS OF DECK JOISTS WITH CANTILEVERS` p (inches) (inches) (inches) (inches) (inches) (inches) (inches) (inches) I-2 x(c 4-11 4-0 3-7 3-3 3-0 2-10 2.8 (inches) (inches) R507.2 Materials.Materials used for die construction of R507.2.2.3 Decay resistance.Plastic composite deck 20 12 is 6 12 14 6 11 14 (. 12 14 6 12 16 24 12 16 24 I-2 x S 5.11 5-1 4 4.2 2-10 ?.7 ±-5 decks shall comply with this section. boards.stair treads.guards and handrails containing' 40 la to 6 1- 14 6 12 14 6 12 1a 6 2 x 6 9-11 9•0 7 I-3 11-4 1-6 wood,cellulosic Or other biodegradable materials shah 60 17 lu 6 15 1" h 13 15 6 12 14 6 1-.2 x 10 7-0 6-0 5-5 4 t 1 4 7 4-; 4 U R507.2.1 Wood materials.Mood materials shall be No._ 2 x 8 13-1 )tell) ()-8 2-1 2-3 2-3 grade or better lumber,preservative-treated in accordance be decay resistant in accordance with ASTNI D7032. $0 20 22 ? l7 I9 I 6 I5 17 6 to 16 6 1 2 x 12 I 8.., ?-1 6-4 5-10 5-S 5-0 4.9 Sciuthcm pule with Section R317,or approved,naturally durable lumber. R507.2.2.4 Termite resistance,Where required by as Ind 22 25 s 1" '_1 > 17 t9 6 i5 1' 6 '_-2 x 6 6-11 5-11 5-4 4-10 4-6 4-3 4-0 -'x l0 16-2 14-U I I-5 3-4 1 :-6 .2-IU and termite protected where required in accordance with Section 31 S.plastic composite deck boards,stair treads 11-0 24 27 9 21 _? ? 19 21 6 1' x S $-9 7.7 6-9 6-2 j•9 j� j_p 1 l0 6 2 2 2 x 12 18-U 16-6 13-6 4 6 4? 3-i ,� , Suuthem pine 2 X 6 9-6 8-R '-2 I-2 ) I-? 1-3 Section R318.Where design in accordance with Section guards and handrails containing wood.cellulosic or 140 26 29 l0 25 x o 2J 7 it 21 (, 2•••2 x 10 10� 9-0 S-n 7-a !)9 6 4 6-0 It301 is provided,wood structural menthCls shall be other biodegradable materials shall be termite resistant 160 2s 11 24 -27 9 'I 24 s 20 22 Douglas fir-larch', ,X 8 12-6 11-1 9-1 1-11 i 2-1 2-3 designed using the meet service factor defined in AWC in accordance with ASTNI D7032. 2t1 I_ 1a ri 1' 1a 6 I'_ to 6 12 14 (; '_-'-x)2 12-2 10-7 9-5 8-7 8-0 7-6 7-0 hcm-fir' NUS.Guts,notches and drilled holes of preservative- 3-2 x 6 ti-2 7-5 64, 0.1 5-8 5-3 5-lt spruce-pine•tit', 2 x 10 15-8 13-? 1I-1 3-1 3-5 2-9 1 R507.2.2.5 Installation of plastic composites.Plastic a0 15 17 6 13 IS 6 11 14 6 12 1a 6 , , ( E treated wood members shall be treated in accordance with 3-2 x S 10-10 9_6 8-6 7-9 7.2 6-S 6 4 _x 12 I S-0 15-I 12-10 4-6 1-11 3-3 composite deck boards,stair treads,guards and hand- 6(I to 6 16 1R 6 l4 16 6 1? is 6 Section R317.1.1.All preservative-treated hood products rails shall be installed iu accordance with this code and eat 2l 2a 8 1v 21 n 17 19 6 15 t7 6 I 3-2 x 10 13-0 1 I-3 1n-0 9-2 S-6 ?-I I 7-6 Redxvoo(L 2 X 6 S-10 8-0 7-0 1-0 1-1 1-'_ in contact with the ground shall be IabCled for such usage. the manufacturer's instructions. 50 - - 2 X 8 I 1-S 10-7 S-8 1-S ! 1-10 2.0 t i3O 2a _ 2 I 23 19 21 6 17 19 6 3-2 x 12 15-3 13-3 11-10 10-9 10-0 0•4 8-10 wester cedar.. R507,2.1.1 Engineered wood products.Engineered R507.2.3 Fasteners and connectors.Metal fasteners and 120 26 30 10 23 _'6 8 ?,� 23 19 21 6 3 x 6 or 2-2.�fi 5-j a-8 a-2 3-l u 3-6 3-I 2-9 ponderosa pine`. 2 x 10 14-1 1 13-n 10-7 2-8 2-10 2-8 wood products shall be in accordance with Section connectors used 4ir all decks shull be in accordance with 8 2n c red pine` ?x 12 17-5 IS-1 12-4 ;-10 ?-9 3-) 140 2s 11 25 28 0 22 15 7t xBur: xS G-10 5-il 4 a-]0 6 4-t 3-R I R50_. Section R317.3 and Table R507.2.3• 160 3u 34 12 26 ?0 10 24 27 9 21 24 s 24 , R507.2.2 Plastic composite deck boards,stair treads, 3 x 10 or 2•2 x 10 k-4 7.3 6.6 5-1 1 5•6 5-1 4•fi For SI:I inch L__.4 rem.afore=3W.R rem 1 pound per square fror=0.4a7/kPa,I pound 0 454 kg. P R507.2.4 Flashing.Flashing shall be corrosion-resistant 20 12 14 6 12 14 6 12 14 6 12 la rt a.No.2 grade with wet scn•ice factor. guards.or handrails.Plastic composite exterior deck meta(of nominal thickness not less than 0.019 inch(0.48 40 16 19 6 l a 16 6 13 14 (. 12 14 6 Douglas fir-larch`. ?x 12 or_•2 x 12 9-8 8.5 ?-6 6-10 G-3 5-1! 5-7 b.(iruund snow toad,live load=40 pst',dead load=If)pet:I_:A..360. boards.stair treads,guards and handrails shall comply mm)or approved nonmetallic material that is compatible ,1 , hem-fit`. a x 6 6-5 5-6 4.11 4-t) 4-2 3-1 1 3•8 c.Ground snow load,lire toad=40 fist:dead loud=-10 psf,L'A-360 at main span.L A a 1 RO at cantilever with a 220-pound point load applied to end, with the requirement,,ol'ASTNI D7032 and this section. pP p ro -0 _ 7 t? _u 6 la IN 6 14 16 6 q with the substrate of the structure and the decking materi- 21 26 9 20 :, sprites-pine-tit`. 4 x S 8-S 7-3 (p-6 j-1 i 5.6 5.2 4_t0 d.Includes incising factor. R507.2.2.1 Labeling.Plastic composite deck boards als. 611 16 10 ( 16 19 6 redwood. c Nonhem species;with no iriLking factor. 100 26 19 to '_2 2. 8 20 _3 1 a 21 6 westem cedars. 4 X 10 9.1 1 S-7 7-8 1-0 6-6 6.1 5-S t.Cantile,erW s m not exceeding the nominal depth of the joist are Permitted. and stair treads.or their packaging•shall boar a label R507.2.5 Alternate materials. Alterative materials, 12 2x it 2 2x ,: , r Pa P J that indicates compliance with AS'fA1 D7032 and 0 = 5 J _. 5 x 2it 23 1,(mdcrosu pine, a x 12 11-5 9-11 S-10 S-I 7-6 '-U 6.7 including glass and metals,shall be permitted. l-to 3t 's 12 27 30 Ili 2a 27 9 12 24 a red pine' includes the allowable load and maximum allowable 3-2 x 6 74 6•S 6.0 j-h j-! 4-9 4-6 TABLE R507.7 span determined in accordance with ASTM D7032. R507.3 Footings.Decks shall be supported on concrete lboi- I 33 37 13 '_s ._ 11 25 1 2ca 10 1 23 26 9 3.-,x R 9-8 +-6 ?-7 6-11 6-5 6-0 S-S MAXIMUM JOIST SPACING FOR DECKING Plastic or composite handrails and guards.or their ings or other approved structural systems designed to accom- 20 12 la 6 12 14 6 12 14 6 12 14 6 MAXIMUM ON-CENTER JOIST SPACING 3-2 X 10 12-0 10-j 9-4 $-6 7-10 7-4 6-1 I DECKING MATERIAL TYPE AND NOMINAL SIZE packaging.shall bear a label that indicates compliance modatC all load;in accordance with Section R301.Deck 401 tt 10 6 1; 17 6 14 1; 6 12 14 6 Decking perpendicular to joist Decking diagonal to joist• ++rah ASTM D7032 and includes the maximum allow- footings shall be sized to carry the imposed loads from the t,o 21 24 R ty 21 6 l7 19 6 IS I7 6 3 2 x 12 13-11 12-1 10-9 9-10 9-1 S-6 8-t I I'.';inch-thick wood 16 inches 12 inches able span determined in accordance with ASTM deck structure to the ground as shown in Figure R507.3.The eta 2{ 2s 21 2a 8 19 2' l4 20 6 For St:r oath-:S.a rem,)foot-304.8 alai.1 pound per>quarc too,-0.0479 kpa 1 pound O.asa kg. ,, m D7032. footing depth shall be in accordance with Section R403.1.4. .0 - u.Ground sno,s load,lkc load 40 psf.dead load 10 psf.I_A_360 m main;pan.L:A_180 at c uitilc,cr wtth a 2'_0-pound print load applied at die end. -inch-thick wood _4 incheti 16 inches 100 2N 31 11 24 27, ' 9 2I 24 " 7 i R 2U == h.Rcains supporting deck ioisLs tram one side only. Plastic composite In accordance with Section RjU7.2 In accordance with Section R507.2 R507.2.2.2 Flame spread index.Plastic Composite Exception: Free-standing deck, consisting of joist, 120 30 a 12 26 30 i to 24 27 9 21 24 S c.No.2gnidr.,,etser,reefaotot. p" deck boards,stair treads,gaanis.and handrails shall directly supported on grade over their entire length. tau ?3 37 I? 28 ?2 I I 25 ") 10 23 '6 9 d.liz:tm depth shall he 4runwr that or equel to depth of joists with a Oush beam condition For SI:1 inch=25.4 mm.I foot=304.4 min,I degree=0.01745 rad. exhibit a flame spread index not exceeding 200 when �� - c.Include:incising laclor. n Maximum angle nfas dcgrt er from perpendicular far we od drek awards. p Ra07.3.1 Minimum size.The minimum size of concrete 160 35 4() Is 0 34 12 31 11 25 2s + t:Nunhtm species incising fietur not,ncludeJ, tested in accordance with ASTM E84 or GL 723 with footings shall be in accordance with Table R507.3.1, Fur SI:I inch 25.d mm.1 square toot ().0929 ra.I pound per u;warc foot-0.0479 LI'a c.Assumes minimum square footing to be 12 inches.+12 inches x 6 inches ter 6 x(pest g.Hum cantdc,crs are limited to the ndlacem beam';span divided h)a, the test specimen remaining in place during the test. basest on the tributary area and allowable soil-bearing a.Imcrpolatinn iicrmiticel.extrapolation out pemli!ted d.It the suppon is a brick or CNIU pier.the forme shall hive a miminuin 2-inch projection on all side,. Exception:Plastic composites determined to be pressure in accordance with Table R401,4.1. h.Based(in higlicst load case:(lead'Livc or Dealt-know c.,area,in 5quarc feet,of deck sur[ice supported b)potit and footings. SHEATHING P P TABLE R507.9.1.3(1) noncombustible. DECK LEDGER CONNECTION TO BAND JOIST•° NOTE SIDING R507.6.2 Deck joist lateral restraint.Joist ends and (Deck live load=40 psf,deck dead load=10 psf,snow toad<40 ps0 THIS DETAIL IS APPLICABLE �, >- / FLASHING FOR TABLE R507.2.3 J , WHERE FLOOR JOISTS ARE / WATER TIGHTNESS 5`MINIMUM FOR JOIST SPAN FASTENER AND CONNECTOR SPECIFICATIONS FOR DECKS'° bearing locations shall be provided with lateral resistance 2 PARALLEL TO DECK JOISTS. , BEAM SPLICES CONNECTION DETAILS 6'and less 6'1"to 8' 11 1"to 10'1 10'1"to 12' 12'1"to 14' 14.1"to W 16'1•'to 18' / to prevent rotation.Where lateral restraint is provided by .. �Z r-DECKING ITEM MATERIAL ! MINIMUM FINISH/COATING ALTERNATE FINISH/COATING' BF1+A1 SPLICE {IF REQUIRED) On•center spacing of fasteners i joist hangers or blocking between joists,their depth shall (IF RE00 RED) i In accordance with I Stainlc�i steel.silicon brrnizc or MUST OCCUR inch diameter la,xerciv with V.-inch Nails and timber ri%els , Iliu•<hppcd galvanized per ASTM A153 equal not less than 60 parent of'thr joist depth.Where tat- ° 30 23 is 15 13 )) 10 �~ ASTM FIGti. capper OVER POST maximum sheath, _ -._..___. _o oral restraint is provided by rim joists,they shall be € APPROVED JOIST HANGERS Bobs' In accordance wiib �Hoi dippe(I galvanized per ASTM Al 53.Class C secured to the end of(ash oisi with not Fewer than three ♦ �incb diameter bolt with ,-mch miximuin L1;/� Lag screw:.° ASTM A307(bolts), (Class D fur•-*inch diameter and less)or mechani-Stainless steel.silicon bronze or J shcathino,° 36 i 34 6 9 _1 19 2'MIN. �;;Z _y-2x LEDGER WITH FASTENERS (including nuts and ASTM A563(nuts), cally galvanized per ASTM B695,Class 55 or 410 copper 1 Ud(3-inch by 0.128-inch)(,6 rent b+3.3 aril nails or , ma , �• t� ! IN ACCORDANCE WITH TABLE R507.2 � K':IsI1CI'S) ASTM F844 fu asher.•1 stainless steel dircc No.IUX 3-inch(76 rem) wood oad screws. •-inch diameter bolt viilh 1-inch maximum 36 36 29 '4 21 l8 I6 sheathing` - y �•-•HOLD-DOWN DEVICE MIN 750 LB.CAPACITY j AS rM A653 type G 185 zinc Coated gulvanized R507.7 Decking.Maximum allowable spacing 1br joists sup- APPROVED FLOOR JOISTS- AT 4 LOCATIONS,EVENLY DISTRIBUTED Per manufactutri's !steel ur post hot di cd shoaled r AST'v) POST CAP For SI:t inch_25.4 mm.I fact-3NS min,i pound per square foot-0.n379 kpa. LALONG DECK AND ONE WITHIN 24'OF EACH Meta(connector, p pP € p` Stainless steel porting decking shall he in accordance with Table R507.7. a.Ledben shall he tlashed in accurdance with Swoon K'•03.4 to prevent,water ttt,m conta King the house hand joist. r \ END OF THE LEDGER.HOLD-DOWN DEVICES specification 1 A 1'_3 providing a minimum average coating Rsupporting \ SHALL FULLY ENGAGE DECK JOIST PER 1 ; P € @ S Wood decking shall be attached to each member b.Snow loud shall not lx assumed w act cuncurtcnth with li,c load. •.weight of 2.0 oz.lft'(total both sides) BEAM OVER POST CAP BEAM OVER POST c.il,e tip of the la screw shall full)extend beyond the inside face<il'thc band olu �� HOLD-DOWN MANUFACTURER. with not less than two 8d threaded nails or two No.R wood p g J \ I'or SI:1 inch=25 J mm.I foot*-304.8 min. J.Shealhing shall be wmid structural panel or srhd,awn tumhcr. seaews.Other approved decking or fastener systems shall b(: a.Equivalent material:,coating.,and finishes shall be permmed For tit:I inch 25 4 inn c.Sheathing shall tic permitted to to wood S1fUehlral pallet.�)'p5ltnl lwa!'d,111 elbaard.{UIIt1?ei or loam CIICaLIIn�lip io inch thickness rat stacked,va..:rr s installed in accordance with the manufacturer's installation -A FULLY THREADED(_DIAMETER LAG b.f'aauirn and connector,expose to salt water or hwated within 301)liver of a salt wader shunchov shall be<tainles.,steel :hall be permitted to substitute for up to Inch of allocable shralhing Ihicknc�s where cunibined,with wood sirwturil panel of lumber sheathing. SCREW PREDRILLED W!MIN.3'PENETRATION c.Hole,tot b.,lis shall In drilled a mintinum'i,inch and n marinium':inch lar erthan the ticilt. requirements. FIGURE R507.5.1(1) _. „ g TO CENTER OF TOP PLATE,STUDS,OR HEADER d.lag scmw•.'(•inch slid tail CrsllJll be prednllcd Io 1w(atd wa:xl,pol111n�(tie Ill)�atIU1111 Dellgll tipCt111eJLIJ11 I�DSI far twos J(an5(r11CIlai1 DECK BEAM TO DECK POST e.Siainles,-steel-dn+en fastener%shill h in accurdance with AS 1'M 1 166' R507.8 Vertical and lateral supports.1Vhcrc supported by TABLE R507.9.1.3(2) For Cl:I inch-2,4 rent 1 foot 104 1,inin attachment to an exterior wall.decks shall be positivek MINIMUM 2' -! - MINIMUM 22 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS FIGURE R50T.9.2(2) anchored to the primary structure anti designed for both verti DECK ATTACHMENT FOR LATERAL LOADS 12'MIV MANUFACTURED POST CONNECTOR Cal and lateral load,.Such attachment shall not be aCtOtll_ I TOP EDGE BOTTOM EDGE ENDS I ROW SPACING IN ALLOWABLE SOILS lished by the u,C of toenails or nails subject to w�ithdraw.al. SINGLE PLY BEAM MULTIPLE-PLY BEAM Led el' 2 inchesa inch '_inches" I inches •TYPICAL PT POST P subject € For decks with cantilevered framing members.connection to Band Joist inch 2 inches 2 inches' 1`,inches' exterior walls or other framing members,hall be designed and ♦ (2)i/2-DIAMETER For SI I inch=25.4 ium 12 constructed to resist uplift resulting from the full live load THROUGH-BOLTS 1. i-•; a.l.a(;crews or hole,shall t e..toy[urJ drum the top to the tvnuin atone Ihr hun�ontal run of the deck ledger in awcurcfan(e„i:h Figure R511:.9.1.3(I, GRADE it specified in Table R301.5 acting on the cantilevered portion of OR APPROVED b.Maximum 5 inches. j the deck.Where positive connection to the primary building _ EQUIVALENT Z1i; i c.For engineered ring Joists,the manufacturer's recommendations shall 6o,cm. structure cannot be verified during inspection;deck;shall he CONNECTOR ►t d.'the minimum distance I'runi honour mw of lag se rcwc or bolts to the tap edpe of the ledger.hall be in accordance,with Figure R507.9.1.3(l). t ! self-supporting. ( Z STAGGER FASTENERS R507.9 Vertical and lateral supports at band joist.Vertical POST NOTCH t N IN 2 Rows i and lateral supports for decks shall comply widi this section. FOR FULL-BEAM ' J BEARING z 2/a MIN. DIAMETER 1. 5.5'MIN FOR 2 X 8- DISTANCE SHALL BE PERMITTED TO DEPTH THROUGH BOLTS R507.9.i Vertical supports.Vertical loads shall be trans- -+ (r pFUR TABLE 5'MAX 6 5'MIN FOR 2 X 10 BE REDUCED TO 4.5'IF LAG SCREWS PER TABLE IN BOTH DIRECTIONS Icrrcd to hand joists with ledgers in accordance with this BEAM SPLICE -� 7 5'MIN FOR 2 X 12 ARE USED OR BOLT SPACING IS MINIMUM 1Z' ® ® ® ® REDUCED TO THAT OF LAG SCREWS NOTE NOT SCREWS section. 2 2' TO ATTACH 2 X 8 LEDGERS TO 2 X 8 OFEMBEDMEN7 4'GRAVEL t 2-MIN. BAND JOISTS. R507.9.1,1 Ledger details.Deck ledgers shall be a LEDGER LAG SCREW ORB OLT 3i4'MIN NOTE minimum 2-inch by 8-inch(5)mm by 203 nim)nomi- L ` /1POSTS MUST BE CENT ERED OV O R IN FOOTING nal, pre,sure-preservative-treated' Southern pine, John G. incised pressure-preservative-treated hem-fir, of For SI I inch•-25 4 rem Far Se l inch ��a nun approved,natural)•durable,No._ ride or better lum- PP ) g � FIGURE R507.9.1.3(1) FIGURE OOT.3 ber.Deck ledgers shall nut support concentrated loads PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS DECK POSTS TO DECK FOOTING CONNECTION from beams or girders.Deck ledgers:hail not be sup- z 214 4 Scarlato Jr. R507.3.2 Minimum depth.Deck footings shall extend R507.5 Deck beams.Maximum allowable spans for good ported on stone or mason)veneer. below(he frost line specified in Table R301.2(1)in accur- deck bcanms,a.,shown in Figure R507.5.shall be in accordance R507.9.1.2 Band Joist details.Band joists suppoitinF a EXTERIOR SHEATHING v� dance with Section R403.1.4 1. with Table R507.5.Beam plies shall be fastened with two roes For SI:i inch-25.4 rem. t Arch itect of 1 Ucl(3-inch X 0.12t-inch)nails minimum at 16 inches(4(1G ledger shall be a minimum 2-inch-nominal(51 min), Exceptions: nun)oil center along each edge.Bunn,shall be permitted to solid-sawn,spruce-pine-fir or better lumber or a mini- FIGURE R507.5.1(2) EXISTING STUD WALL ;l mum 1-inch by 0-inch(25 rem x 241 nun dimcn- NOTCHED POST-TO-BEAM CONNECTION 1 1.Free-standing decks that meet all of the fblluwtng cantilc+er at sorb end up Iu one-fourth ul•LhC allowable beam _ ) 33 B ram Hill Road criteria: span.Deck beam;of other materials shall be permitted where sionul.Douglas fir or better,laminated veneer lumber PRIMARY EXISTING 2x BAND JOIST �� By ram STRUCTURE PRIMARY OR ENGINEERED RIM BOARD , Armonk,NY 10504 designed in accordance with accepted engineering practices. Band joists shall bear telly on rile primary structure STRUCTURE 1.1.The joists hear directly oil precast con- FOR CANTILEVERED I I 1 capable of supporting all required loads. JOISTS 1 crete pier blocks at grade without sup- i �- R507.5.1 Deck beam beating.The(:ads of beams shall BLOCKING OR , Phone:(914)273-7350 port by beams or posts. have not less thun 1 t:,inches iS min of•bearin g on wood R507.9.1.3 Ledger to band joist details.Fasteners / -OTHER LATERAL LEDGER LEDGER 2-MIN. I i �-DECK JOIST ( ) 1- g RESTRAINT I 1.2.The area of the deck does not exceed 200 z (, BOARD 30ARD f/ JGSCARLATO@GMAILCGM a or metal and not less than_inches(76 nim)of bearing on used in deck ledger connection,in accordance i,jth / / REQUIRED OVER JOIST MIN j '1 LF square feet(18.9 m). concrete or inasonn•for the entire width of the beam. -table R507.9.1.3(1)shall be hot-dipped galvanized or BEAM 5 1 l� tit I \ 1.3.The walking surfaice is not more than 20 Where multiple-span beams bear on intermediate posts, stainless steel and shall be installed in accordance with � / � MAX.M MIN.t r i I, inches SCREWS OR BOLTS inches(616 inn)above grade at any Cacti ply must have full bearing on the post in accordance Table R507.9.1.3(2)and Figure+R507.9.1.3(I)anti - AU ST R IAN RESIDENCE point within 36 inches(914 rem)mca- w•ithI-iguresR507.5.1(1)and1t507.5.1(2). R507.9.1.3(2). �Jo15T � JOISTS- i�/ 1 _ cured horizontally from the edge. JOISTS BEAM HANGER r FLOOR FRAMING� _ �.Free-slanclin(, R507.5.2 Deck beam connection to supports.Deck R507.9.1.4 Alternate ledger details. Pram- HANGER EACH END 39 COUNTRY RIDGE DRIVE decks need not be provided with Pp g ( BEAM I JOIST HANGER footings that extend below the frost lino:. beams,hall be attached to supports in a manner capable of ing configurations supporting a ledger constructed to � C R507.4 Deck posts.For sin-le-level wood-framed decks transferring vertical loads and resisting horizontal des- meet the load requirements of Section R301.5 shall he POST(BEYOND) POST(BEYOND) EXISTING "ALL RYE BROOK, N.Y. 10573 P , placement.Deck beam connections to wood posts shall be permitted. - FOUNDATION HALL n I with beams sized in accordance:with Table R:07.5,deck post j size shall be in accordance with Table R507.4. m accordance with Figures R507,5.I11)and RS(t?..5 I(2} R507.9.2 Lateral connection.Lateral loads shall be trans- - '�� JOIST SPAN•- 1 JOIST SPAN MEASURED Far S1:I inch=25 4 rem. ��/�• Manufactured post-to-beam connectors,hat(he si7Cd firer OPTIONAL CENTERLINE TO CENTERLINE ,� �! ferrcd to the ground ur to a structure capable of transmit- OF JOIST HANGERS FIGURE R507.9.1.3(2) the punt and beam sizes.Bolts shall have washers under p CANTILEVER 44 TABLE R507.4 the head and nut. ting.diem to the ground.Where the lateral load connection PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS DECK POST HEIGHT' is provided in accordance with Figure R507.9.2(1),hold- CANTILEVERED JOISTS WITH DROPPED BEAM JOISTS WITH FLUSH BEAM MAXIMUM HEIGHT`b R507.6.1 Deck joist bearing.ills end,of joists shall have do+vn tension devices shall be installed in not less than two DECK POST SIZE (feet-inches) not ICS-than I"inches(3 s mm)of bearing on wood or RIM �A NEW DECK locations per deck,within 24 inches(610 min)of each end 1 4 x 4 6-9 metal and not less than 3 inches(76 ram)of bearing on FOR CANTILEVERED JOISTS of the deck.Each device shall have an allowable stress 4 x 6 R concrete or masonry over its entire width.Joists bearing BLOCKING OR OTHER (•--•-----HOLD-DOWN OR SIMILAR r design capacity of not less than 1,500 pound,(66 2 fir), LATERAL RESTRAINT TENSION DEVICE 6 X 6 14 on lop of a multiple-ply beam or ledger shall be fastened p REQUIRED OVER BEAA7 t` Whcrc the lateral load connections are provided in accor- JOIST 8 X K 14 in accordance with Tab(C R602.,i(1).Joists bearing OII[alp 2 FLOOR SHEATHING NAILING AT_ 1 dance with Figure R.,07.9,2(_},the hold-down tension of a single-ply beam or ledger shall be attached by a 6'MAXIMUM ON CENTER TO For SI larch-25.arem.Ili•at-3M.Rrem. dCVll'ClsllallbelnstallydlllnOtlesslhallfODrhlla1111115pCr JOIST WITH HOLD-DOWN r 2020 RESIDENTIAL CODE OF I pound r square runt--0.0479 YI'a mechanical connector.,Iuisl framing into the side of a t t P�' q deck,and sorb device shall have an allowable stress a htcai,ured to the underside of the beau. beam or ledger hoard shall be supported by approved iuist `� t design capacity o('not less than 75{)powlds(3'36;\). 1 � I JOISTS-� ; i� Jolsr b.Based on 40 psf live load. hangers. - ,-a„si HANGER I �� l') i -'- - c I lac maximum pennittcd hrighl is 9 Icrt for une-pl and two-ply beams. _ ___ `s ; -BEM EA(;H END NEW YORK STATE ncc maximum perinitted height for three-ply i)catm ran past cap is 6 reel 9 �(-- >-?n--Q _yusr 1 BEAM I + + + + + + SECTION R 5 07: inches Il --� --_-_ - I POST(BEYOND) j POST(BEYOND) `� + + ri ; + + EXTERIOR DECKS R507.4.1 Deck post to deck footing connection.Where posts bear on concrete lbotingi in accordance with Section 1 IUAra l ; u_a( i 11 R403 and Figure R507.4.1.lateral restraint shall be pro- 1 •, ; JOIST SPAN- i JOIST SPAN MEASURED - r(is -rose CENTERLINE TO CENTERLINEe �,� DRAWING NO. +'lard by manufactured connectors or a minimum post ! 1 I OPTIONAL OPTIONAL 11 ■Vl I l OF JOIST HANGERS `� 1 embedment of 12 inches(305 min)in surrounding soils or 1 I I CANTILEVER CANTILEVER -= !ti l: f NO concrete piers.Other footing'systems shall be permitted. " I I ( !1 1 JOIS DECK FLOOR JOIST DECK concreter,- ___.....--_,--•___-._. JOISTS ON F EE STANDING DECK TS ON FREE STANDING D WITH H BEAM Exception:Where expansive,compressible,shifting or 1 WITH DROPPED BEAM other questionable soils arc present,surrounding soils �-� '�- sllall Illll be Yelled On for lateral support. 0PTIN;AL' BEAM SPAS aEA't SPAN UrrIICNAL. OPTIONAL BEAM SPAN Tii�4 L PP CANTILEVER BFAM SPAN CANTILEVER cAtarlLE'vEz CANTILEVER FIGURE R507.6 TYPICAL DECK JOIST SPANS DROPPED BEAM FLUSH BEAM Far SI:I inch 25 4 inn. FIGURE R507.5 FIGURE R507.9.2(1) TYPICAL DECK JOIST SPANS DECK ATTACHMENT FOR LATERAL LOADS —Cf) v c/) a) Q (D Q N 0 C: z C: C) C: (n � � CDo O� N �;CDC Q`CCD �• � � o (Do � „ CD -1 :3 N Q0-0< �+- (D .. Q rn Q MU) C� D 0 � --I r. .. 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