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Home My WebLink AboutBP24-001PERMIT#ti/'d`y-CJCJ/_DATE; /f W SECTION BLOCK LOT TYPE OF WORK PLC% CK.1` 77' JOB LOCATION OLty /06� eT • ► . . lEi] ' NSPECTION RECORD DATE N,' SP I FOOTING FOUNDATION FRAMING RGH FRAMING 2'2i- LniY INSULATION Z'Z7- PLUMBING RGH PLUMBINGC Z�Z GAS �/ f'27. SPRINKLER � _a� ELECTRIC LOW -VOLT O 1 ALARM As BUILT '19033y8 PP I- oa //f7 cc? oluo ;y ��ly --'-cT'T'✓T� OTHER APPROVALS ARB ,UPCQM�Pi DO, QOQ BOT PB ZBA OTHER %ee4ve K544� 41/ ��- 6r'lame yN1AC S�<vlce—cam P(r.6�..d 31,0... fhu. 2-t7-2axy VILLAGE OF gTE BROOK WESTCHESTFJ\R CO , NEW FORK ;� a0 NO: 24-074 `•�. 19fI2 �� Certificate of ®ccupaurp Ehis is to certify that 2„ a 041eal—av L, L& of, /C.- / V having duly filed an application on 20_!?&requesting a Certificate of Occupancy for the premises known as, 11`e' Rye Brook,NY, located in a Zoning J p District and shown on the most current Tax Map as Section: [.��Block: Lot: and having fully compliedwith the requirements of the Building Code and the Zoning Ordinance under Building Permit No.a 7 / , issued 11R 20 4>17, such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following New York State Classifications,Use: T\ /� Construction: Al 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 he' shall be made,nor sh a building be moved from one location to another until a permit to accomplish such change s bee ob tar in the i ng Inspector. Building Inspector, Village of Rye Brook: Date: JUN 1 3 2024 7. 190 VILLAGE OF RYE BROOK MAYOR 938 King Street,Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914)939-0668 Christopher J.Bradbury www.ryebrooknv.gov_ TRUSTEES BUILDING&FIRE INSPECTOR Susan R.Epstein Steven E. Fews Stephanie J. Fischer David M.Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE June 13,2024 236 Central Ave LLC 180 Country Ridge Drive Rye Brook,New York 10573 Re: 180 Country Ridge Drive,Rye Brook,New York 10573 Parcel ID#: 129.82-1-30 This document certifies that the work done under Mechanical Permit #24-027 issued on 3/7/2024 for the installation of a new condenser and a new air handler has been satisfactorily completed. Sincerely, 199 Steven E. Fews Building&Fire Inspector /to C IE N IE BUILDING DEPARTMENT For office use only.: PERMIT# &?Adk--6b 1 3D ' VILLAGE OF RYE BROOK ISSUED: /—a_�� MAY 2 4 2024 R38 KING STREET,RYE BROOK,NEW YORK 10573 DATE: VILLAGE OF RYE BROOK (914)939-0668 FEE: = PAIoJ8 BUILDING DEPARTMENT www,rvebrook-ore 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 ttttttwtwtwlwtwttftttwtftttwtwwwtwwtwttt�twtttttwwtttttttttw)twttttttwttttftwttttttttttttttttttttwttwtttttttttttttwttwttttwt♦ Address: (7 �j Occupancy/Use: (6 Parcel lack'12);X, — I 3o Zone: Owner: Address: Af2 66�,&(n,, r�3t r _ P.E. R.A. or Contractor: n Address: 5 v t5� �d5a8 Person in responsible charge: 5.�� Address: �( t IpS)t 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 stnicture/constntction!alteration herein mentioned in accordance with law: STATE O�F�/N�EW YORK, COUNTY OF WESTCHESTER as: "`mod�''�" St being duly sworn,deposes and says that he she resides at -55 CerAv t' -1- \ (Print Name of Applic (No. d Street) �in Vs�p,/) a in the Coun of tY � in the State of ,that (City Torn %'illag he she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:S ► D n a0. 00 for the construction or alteration of: G eu� ar/ �2 Deponent further states that he/she has examined the appr ved 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 oZ Sworn to before me this day ofb!AdA , 20 day of , 20 Signatt Y ert)9Wner Signature ol'Applicant Print Name of Prope %k n Print Name of Applicant 1 Lary Ilu blic AMY ARCHER Nolan Public NOTARY PUBLIC-STATE OF NEW YON No.02ARS141904 Ouslified in Westchester County My Commission Expires 02.27-2029 �yE BRC�� 1982 BUILDING DEPARTMENT (BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street • Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - -- - - - - - - - - - - - - ADDRESS: �f r PERMIT# �! � � ISSUED: 4,)(JISECT: ` BLOCK: LOT: LOCATION: ❑ Violation Noted THE WORK IS... ,❑ PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas t' ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ ROSS CONNECTION INAL OTHER �E BRC�v�, cu � >I �O /'• 19812 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 : \�01 DATE: PERMIT# _ ISSUED: 1! SECT:_ � BLOCK:LOT;a.,�_ n 1, LOCATION 4 E 1 �r k( �{k ,, 1,��1 1 ��_�� rOCCUPANCY: : ❑ Violation Noted THE WORK IS... ❑ PASSED FAILED REINSPECTION ❑ SITE INSPECTION �/ REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas f• r' n = 1 ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION (( i FINAL OTHER ? 1 � - vl(�t �yE BRC��. 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street. Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS:- / j �2 a✓ DATE: PERMIT# Z ( - Z '1 ISSUED: •z,) SECT: 129, SL BLOCK: i LOT: 30 LOCATION: t1}C/� �O�[_ 0 � ) n L-- OCCUPANCY: ❑ Violation Noted THE WORK IS... PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION Natural Gas /-� S : ❑ L.P. Gas P Q C ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION 1^ ❑ FINAL [OTHER 5►, Pc i �yE BRC�� O�` tim cu � t7 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 : /S C 1 j7 LA-Jkk^ Pi �& S DATE: 2 7 Z U 1 r� 1 PERMIT# lk �, 0 O 1 ISSUED: 1 Z-"Z SECT: Z U 1- BLOCK:_LOT: LOCATION: I OCCUPANCY: ❑ Violation Noted THE WORK IS... 12( PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ,,ROUGH FRAMING EY INSULATION / ❑ Natural Gas S P ❑ L.P. Gas ❑ FUEL TANK ' . ❑ FIRE SPRINKLER M T ✓, �} s ❑ FINAL PLUMBING ❑ CROSS CONNECTION C, ❑ FINAL ❑ OTHER �yE BRCluk. O�` tim 1982• BUILDING DEPARTMENT ❑BUILDING INSPECTOR ['ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street • Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : �� C� �R 1 ' DATE: 2 - Z.3 -2 U L Y PERMIT# 1 Z ISSUED: 1-2"Z SECT: 1299�- BLOCK: LOT: �J LOCATION: S•P (�-e ✓C. / OCCUPANCY: ❑ Violation Noted THE WORK IS... Ll! 'PASSED ❑ FAILED / REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING 2'ROUGH FRAMING ❑ INSULATION (� I ❑ Natural Gas R ❑ L.P. Gas Se ❑ FUEL TANK ❑ FIRE SPRINKLER s J n i 2 5 p r` ©A feYnC �(j .p_ ❑ FINAL PLUMBING ❑ CROSS CONNECTION _ ❑ FINAL ❑ OTHER 4TE f3RC,k• O� Zm '982 BUILDING DEPARTMENT UILDING 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 : �/ O Uj IJ 1AA4 ';�'j -i'-,>e I ✓e DATE: 7 __ 2 3 - 2 pZ 7 PERMIT# \ 2 LI- OZ ISSUED: 2-ZO Z SECT: /2 9. 3L BLOCK: LOT: 3 J LOCATION: I u I I IAQ A SC R r`'�VA�1 J- OCCUPANCY: 7 y ❑ Violation Noted THE WORK IS... PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: TROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas u �, r, 2 L ❑ FUEL TANK I o V } 1n S �aLL r ❑ FIRE SPRINKLER SPr-i P �C•� LA `, I MSG h A, is ❑ FINAL PLUMBING ❑ CROSS CONNECTION p J ❑ FINAL o - ¢ O J h h�.J �/4�f /.J S p0 C'i/11i ❑ OTHER QyE BRC��• • 1982• BUILDING DEPARTMENT ❑BUILDING INSPECTOR • �SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street • Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : /8 D C'O&A r 21 pp j')lel✓P� DATE: PERMIT# .6 Z V-'00 ISSUED: 1 2--Z'1 SECT: W . YZ BLOCK: LOT: '3 y LOCATION: Rrm- V"? !) OCCUPANCY: 2 /U ❑ Violation Noted THE WORK IS... PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED Pr FOOTING 1 FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas V-oo A u rL NEW �- e G k ❑ L.P. Gas / / ❑ FUEL TANK G « S�'D 2� y✓A iC�l ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER O q�r N ` 1 N ` W ^v y N N \ CaC v a as • _ z w 4-4 W a ..J A a O C Qj y v Z�l z � Ra W V e. m cw m v r O O O w pe' -n a.� -� 1 w 0-0 elf)••� �+ ' EIO Z v Q W V _ �i O w O Y .. «. = PQ w w � 3 " W : .01 o � it x © Q � � P-I 00 1�11 ^ Ef} •� o U o � o O w � �' H z A D Q� .6 uo F-+ w Z CDPTO i �. C7 M po z �a v z W 0-4 v� G1 fJ-� M � z M � � s M M / � L~ L� o W 0.4 G, a 3 o C ++ Cn H V o -o O 'z W O C4 E u a y — O 5 , v o m O 00 G a". v qU W o : p )—I rA z O O z a! Y l x v as u U U40 V z _ Z OU zWo W W 0 >4 r� w _ w z P4 •• s < _ = a BUILDING DEPARTMENT ® C E WE VILLAGE OF RYE BROOK DEC — 1 2023 938 K NG STREET RYE BROOK,NY 10573 (914) VILLAGE OF RYE BROOK .tveebr 68 www lro ok.oi't? BUILDING DEPARTMENT FOR OFFICE UM;:ONLY: Apprwkal Date DECv/; Application 4 J 1 Approval Signature: ; ARCHITECTURAL REVIEW BOARD: Disapproved: Date: Z Z BOT Approval Date: Case# Chairman: n PB Approval Date: Case# Secretary' ZBA Approval Date: Case# Other: ` 4W Application Fee:vt Permit Fees: EXTERIOR BUILDING PERMIT APPLICATION Application dated: /c�- /—r'4S is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of Permit for the construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below. 1. •tobAddress:180 Country Ridge Drive 2. ParcelID#: 129.82-1-30 Zone: R-15 3. Proposed Improvement(Describe in detail): Proposed Rtckoyard CAC'!C—IL at1C1 P� Proposed intenor alterations 4. Property Owner: Ed Ensign -236 Central Ave LLC. Address:45 Oakland Ave. Harrison NY 10528 Phone# 914-490-3348 Cell# e-mail edensioncgntractintat_vahoo.com List All Other Properties Owned in Rye Brook: Applicant. ARCHITECT Address: Phone# Cell# e-mail Architect: HAYNES ARCHITECTURE PC-THOMAS HAYNES Address:287 BOWMAN AVE SUITE 208 Phone# 914-963-3838 Cell# e-mail tj@h3ynesdesigngroui).com Engineer:We Address: Phone# Cell# l e-mail General Contractor: �/ •� -� dC � LLB- Address: Phone# ��y 7C —� `1 Cell# e-mail (1) 6/1/2073 5. Occupancy;(1-Fam.,2-Fam.,Commercial.,etc ...)Pre-construction: 1 FAM Post-construction: NO CHANGE 6. Area of lot: Square feet: 14 )`7 2 71 s- Acres: P- .3 7 ,q C- - 7. Dimensions from proposed building or structure to lot lines: front yard: rear yard: &,3. & right side yard: ' 75 f left side yard: 5y other: 8. If building is located on a comer lot,which street does it front on: 9. Area of proposed building in square feet: Basement: /`//P 1"fl: 11114 2"dfl: N 3"fl: 10. Total Square Footage of the proposed new construction: ? 11. For additions,total square footage added:Basement: N P, 1 su fl: N A 2nd fl: N Yd fl: N 12, Total Square Footage of the proposed renovation to the existing structure: /)ya.S 13. N.Y. State Construction Classification: N.Y. State Use Classification: S 14. Number of stones: d Overall Height: 2, 31 4/_ Median Height: N/R ri ockla- 15. Basement to be full,or partial: l�u/�— , finished or unfinished: n 15 he CC 16. What material is the exterior finish: ,�� i 3ti�/� skill UL 17, Roof style;peaked,hip,mansard,shed,etc: Roofing material: 18. What system of heating: hydro k 1�- '1" 19, If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 20. Will the proposed project 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: X (if yes,applicant must submit a separate Auionwtic Fire Suppression Svstem Permit application&2 sets of detalled engineeredplans) 21. Will the proposed project disturb 400 sq. ft. or more of land,or create 400 sq.ft.or more of impervious coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: No: X Area: 22. Will the proposed project require a Site Plan Re«ew by the Village Planting Board as per§209 of Village Code? Yes: No:_X ((f yes,applicant must submit a Site Plan.Application,&provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: X (if yes,you must submit a Site Plan Application,&provide a detailed topographical survey) 24. 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(lie wetland buffer zone must be properly depicted on the survey&site plait) 25. 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 thefloodplane must be properly depicted on the survey&site plan) 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code'? Yes: No: X (if yes,applicmtt must submit a Tree Removal Permit,Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: X Indicate: TIER I: TIER lI: TIER III: (tf yes,a Home Occupation Permil-Application is required) 28, List all zoning variances granted or denied for the subject property: 29. What is the total estimated cost of construction: S_ I Q V M .Vote: The estimated cost shall include all site inuprm,ements, labor,material,scaffolding.fired equipment,professional fees, including any material and labor which may be donatedgratis If the final cost exceeds the estimated cost,an additional fee will be required prior to issuance of the CO. 30. Estimated date of completion: 8 weeks fiom approval (2) 6/1/2023 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 RESIDENTIAL LOT AREA COVERAGE Address: 180 Country Ridge Drive Section: 12g.82 Block: 1 Lot: 30 PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS (Local Law 3-88) YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4% R-20 20,000 14% 3.5% 4% R-15 15,000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% R-12 12,500 17% 4% 4% R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,000 30% 5% 3.50%/. R-217 5,000 30% 5% 3.5% Existin : Proposed: 1. AREA OF LOT 15, /H2 77 Sq. Ft. IVOCI Wx�Sq. Ft, 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) Sq. Ft. no Sq. Ft. b. Area of 1"1 Floor Divided By Area of Lot x 100 f 3. AREA OF ACCESSORY BUILDING / (Includes Detached Garages,Tool Shed, Playhouses) J Sq. Ft. Sq. Ft. a, Coverage of Accessory Building r Area of Accessory Building Divided By Area of Lot x 100 % N1,A % 4. AREA OF DECK Sq. Ft. �Sq. Ft. a. Coverage of Deck % jb Area of Deck Divided By Area of Lot x 100 I attest to th st of my knowledge and belief,the above information is correct. /01/z111p'-1-- Arch' C S' a e (3) R/12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KmG STREET RYE BROOK,NY 10573 (914) 939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 180 Country Ridge Drive Section: 129.82 Block: 1 Lot: 30 Zone: R-15 IMPERVIOUS SURFACES(Definition): All buildings, as defined herein,and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including. but not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards,sports courts, swimming pools,patios,sidewalks,ramps,terraces and driveways. TOTAL MAXIMUM PERMITTED MAX. PERMITTED COVERAGE Zoning IMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT (sq.ft.) For Base Lot For Lot Area YARD(%) Area(sq.ft.)* Over Base R-35 15 Lot Area % R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2.200 35 6,001 to 12,000 2,900 27 R-15 35 12,001 to 16,000 4,520 26 R-15A 35 16,001 to 20,000 57560 25 R-12 40 20.001 to 30,000 6,560 24 30,001 to 40,000 8,960 23 R-10 45 40,001 &larger 11,260 22 R-7 40 R-5 30 ""Base Lot Area"is the minimum end of the lot size R2-F 30 range in the"Lot Area"column 1�2. Area of lot: 77 s .ft. Existing Allowed Proposed Total impervious coverage 5 -;q. ft. y 102. ry/ S .ft. Front impervious coverage L NIA % N J % NO C- {j laand belief,the above information is correct. Archi ct' Si Iftfature (4) 911 z/2021 � IP_�_, �W E BUILDING DEPARTMENT R 3D VILLAGE OF RYE BROOK DEC — 1 2023 938 KING STREET RYE BROOK,NY 10573 (91.4)939-0668 VILLAGE OF RYE BROOK w��vw°.rytbrra0k.ot� BUILDING DEPARTMENT AAA#AAA#ARAAAAA AkAk R##ARA ARRRAAAA AAA kA AAAARAA A#AAA RAAk ARAAR#RAAAAARRAARAR RA AA RARkAAA AAAARAAAAAAARk RAA#A AFFIDAVIT OF COMPLIANCE VILLAGE CODE 4216 - STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATUF.? OF THE LEGAL PROI'E',RTY OWNER AND BE SLri"ITTED ALONG WITH ANY BUILDING OF: PLUMBING PERMIT ,APPLICATION. ANY BUEIZING OR PLUMBING PERMIT APPLICATICN SUBMITTED WITHOUT "HIS COMPLETED AND NOTARIZED FORM WILL 13E RETURNED TO TFE hPPLICANT. STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: X, _Ed Ensign , residing at, 45 Oakland Ave. Harrison NY 10528 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; 180 Country Ridge Drive Rye Brook, NY. 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. Ed Ensign Ti Nanieol•Propertr 0mncr, Sworn to before me this day of 1UC4\De,✓ , 20 AMY ARCHER NOTARY PUBLIC-STATE OF NEW YORK No.02AR6141904 (6) Qualified in Westchester County My Commission Expires 02-27-2026 s 12)zo2l This form must be properly complei.ed & notarized by the Design Profess ional of record and the Property Owner. Failure to provide this completed fo '1F"-" permit application will delay the permitlAng process. �AWE 2023 Notice of Utilization of Truss Type, Pre-Engineered WoipdVILLAGE OF RYE BROOK or Timber Frame Construction. (T il iQ 19 Put 1264& I265 N �Ctzrz)'BUILDING DEPARTMENT-- -- - ----- The Building Inspector of the Village of Rye Brook. From:HAYNES ARCHITECTURE PC- THOMAS HAYNES Subject Pro M'— 180 Country Ridge Drive SBL: 129.82-1-30 Zone: R-15 Please take notice that the subject;❑One or Two Family; to Commercial, ❑New Structure u Addition to an Existing Structure XRchabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; ❑Truss Type Construction(TT) XPre-Engineered Wood Construction(PW) ❑ Timber Construction(TC) in the following location(s); zs Floor Framing,including Girders&Beams(F) ❑ Roof Framing(R) ❑ Floor Framing and Roof Framing(FR) Please note that prier to the issuance of IFe Certificate of Occupancy, the subject swelling or building utilizing truss type, pre-engineere:l wood, or timber construction must be po!,ted with a Truss Identification Si,n, installed in confor-nance with NYCRR I;tz64 for Commercial ]luildings, 4nd NYCRR§1265 for One&Two Family Dwellings. Sr Sworn to before me this Swom to fo me this dayof OCD�02�_ ,20 day of '1 ,! 2023, o �� — Signatf Property Owner Signa sign Professional Ed Ensign Tho aynes Print Name of Pr pert.'Owner Print a of Design Professional Not . Publ c Nota blic JULIE MCKEON AMY ARCHER NOTARY PUBLIC-STATE OF NEW YORK NOTARY PUBLIC-STATE OF NEW YORK No. CI MC61 271 32 No.02AR8t41904 Qualified in Westchester County My Commission Expires May 23,ZC%ZS qualified in Westchester County (7) My Commission Expires 02-27-2026 This apiplication must be properly completed! in its entirety by & N.Y. State Regis..etred 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 cuf record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, aid will be returned to the applicant. Please note that application fees are non-refundable. #RR#RRRRR#R*RRR*R******##RRRRR*#RRRR#RRR#R#RRR#RRRR#A RRRRRR**RRR*RR#RRRRR#*RR RRRRR R#*RRRRR RRR#RRRRRRR#RRRR STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Ed Ensign ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the 180 Country Ridge Drive for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor.agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. By signing this application, the property owner further declares that he/she has inspected the subject property.and that to the best of his/her knowledge there arc 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. �7r� Sworn to before me this d`, Swom to before me this day of nL �P-� , 20 > 4hoHalynes C ? 20 Signature of Propertv Owner Sant Ed Ensign Print Name of Property ONner Print Name of Applicant Notary Pablic N ary Public AMY ARCHER JULIE MCKEON NOTARY PUBLIC-STATE OF NEW YORK NOTARY PUBLIC-STATE OF NEW YORK No.02AR8141904 No. O1 MC61 271 32 Qualified in Westchester County Qualified in Westchester County My Commission Expires 02-27-2026 "ry Commission Expires May 23,202! (B) 8/12/2021 a N °O o C y x cl) • • �..� w � U � A W ao W z 6 4 ►rr ONO U P. O y r� ►ii r (� a` a z a cif Cr1 F Z � Q z w w $ _ Ln N ' 00 o � z a A00M ►n > ro, U = H \0 z o �° C4 O no O V W � Z O - Z z w ow w i c oar p = r � A V z fi W w Q A a z as cn H U z� A4 z a w W H o 08 a Z w V w 0 z E• p O t. " O a w 28 H V V O W z a09. en w = oa � 00 z w z oe = �I ► 1i � z w O _ as a a � w �c 1 BUILDING DEPARTMENT (�l F- I VILLAGE OF RYE BROOK ' l� JAN 3 1 2024 I 938 KING STREET RYE BROOK,NY 10573 L— -- (914)939 A�x-(9,�14)939-5801 VILL;�GE OF RYE BROOK /.' h ok.or BUILDING ULEPARTMENT ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE 01Xl #: �T— OD EP#: �y r t tj Approval Date: Permit Fee: $ 7� Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, Z IZ is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/ r remove electrical equipment,wiring, fixtures,or to perform other high or low voltage electrical work as per L 1 statement r be The ; 0. b dhi tfile detailed u.a,,,a,en, described below. e applicant. Oi, property owner, by Sfgn,:,g u,i$ acumen. agree that all electrical work performed will be in conformance with all applicable Federal, State,County and Local Codes. ?? 1.Address: Q 0 C O Q'n r y 2 i d(4 e- 04 SBL: l / ��-— —JU Zone: 2.Property Owner: ;L3 C e h k✓w tI e L t!C Address: lO G ced-I rf--4 K 0/` Phone#: Cell#: 114-41013 y e email: rE&CK IL 9 rk Co N 4-✓ct a+%"k 3.Master Electrician: F."ti k 1�ceir-k Aft"o Address: s00 �roa�Yway. /�i.r;Se�.N.Y. ioSAP Lic.#. 4,f L PhVlle?.f7q—I 7--n ernall: Company Name: h o 04C .Z.i C- Address: 4.Proposed Electrical Work/Fixture Count: Ly /o ; y oL.�r /i/h-(-Grt�Ov r�vt(0 ✓ a-�Li'On k ♦�G (/\ i t QS fti r V t T _ f"1�1 �� Q t'41 d- b co 14 IT STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: 6-4 N k Ck f k/t9-N A 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) 1 1 state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the GO Vt" '^at e- +0 V11 for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn t fore m this day of ,20 day of J4 20 Signature of Property Owner Signature of Applicant Print Name of Property Owner Print me of Applicant Notary Public Notary P is GREGORY M.RNERA Newry Public,State of New York No.0 1 R16441398 Qualified In Westchester County Commission Expires September 26,20_<L7 3/21/19 STATE WIDE INSPECTION SERVICES, INC. 0•0 • • SWIS JOB APPLICATION tel 845.202.7224 1 fax 914.219.1062 1 SWISNY.coml SWISTRAINING.COM Office Use Elect. Permit# le—t �J�/- �: f Date 1 y Z f Bldg Permit# — 4— d O Scl Ft Plumbing Permit# Final Certificate# City/Village ✓o o zip Building Dept. ,,, I<wp�� County Address ( U J ; Cross Street Section Block Lot Co - 1� Owner Name/Address(If different than above) ,�3 (D C P N I L L - Contact Number Y y_ y U. S S ❑Basement ❑ 1st FI. ❑2nd FI. ❑3rd Fl. ❑More Than 3 FI. ❑Garage ❑Attic ❑Outside /❑Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms C/0 Detector Hood Trash Compact Amt Amps / Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Luminaires Generator Transfer Switch SERVICE Amperage #Panels 1P 3P #Meters # Disconnect ❑Underground ❑ New ❑ Reconnect ❑Repair ❑Overhead ❑ Upgrade ❑ Disconnect Utility ID# ❑Con Ed ❑ NYSEG ❑Central Hudson ❑ Orange/Rockland PHOTOVOLTAIC SYSTEM PV Modules Inverters AC Disconnect Junction Box Combiner Box Load Center PV Monitor Energy Storage System DC Disconnect ❑Legalization ❑ Safety Inspection ❑Consultation kA o je", a t, D� ID �a JAN 3 1 2024 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 agreesto all the above terms and conditions as set forth for the application. Email Address t"✓ f N Name L > fio I License# S Z Date 2 2 Signature Address S �•�O 0 w a City/State �_ y Zip code! (� 7� Zee Company Ci Phone# t T/q 0 State Wide Inspection Services 1080 Main Street MAY 2 9 2024 Fishkill, NY 12524 845 202-7224 Phone VILLAGE OF RYE BROOK 914-219-1062 Fax STATE WIDE INSFECTIONSERVICES BUILDING DEPARTMENT Email: officeCa�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: F Castellano Electric Inc 236 Central Ave LLC 58 Broadway 180 Country Ridge Drive Harrison, NY 10528 Rye Brook, NY 10573 Located at: 180 Country Ridge Drive, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP 24-021 129.82 1 30 Certificate Number:2024-3114 Building Permit Number: BP 24-001 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: 180 Country Ridge Drive, Rye Brook, NY 10573 The First Floor,Second Floor,and Basement were inspected in accordance with the NYS and NFPA 70- 2017 and the detail of the installation,as set forth below,was found to be in compliance on the 21s' day of May 2024. Name Quantity Rating Circuit Type Second Floor Hall Luminaires 04 Receptacles 01 C/O Smoke Detector 01 Switches 02 Hall Bath Luminaires 04 Vanity Light 01 GFCI 01 Switches 02 Vanity Light 01 Exhaust Fan 01 Name Quantity Rating Circuit Type Master Bathroom Luminaires 04 Vanity Lights 01 GFCI 02 Switches 03 Vanity Light 01 Exhaust Fan 01 Heated Floor 01 First Floor Kitchen Luminaires 06 Switches 03 GFCI 0S Stove 01 40AM P Microwave 01 Dishwasher 01 Refrigerator 01 Livingroom Luminaires 10 Receptacles 09 C/O Smoke Detector 01 Switch 02 Basement Luminaires 10 C/O Smoke Detector 01 Switches 03 Receptacles 11 Bathroom Luminaires 03 GFCI O1 Switches 02 Exhaust Fan 01 Officer: Frank J. Farina r 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%vork performed on the date of inspection only. Page 2 O C 'n w N N O O ell N < ■ �"'� N N W 00 W 1-4W 1 o rx 0 ■ � (n � H v • � 7 �; z U A � ao W�r w 00 U Q. 0 W ` N z a V) op (131 Lr) O W N Q 0 h� g F■+� Z 7 w 00 0-.( A ^ t: v O H Q 00 Qa w .� w z a V d U z w N M ,> 00w N _W U � � �rTT . n Z Z e 00 LTa It F" 0 C Q•+ O C7 W U z. cn W Uz z o C4 e O Qz V w P. W M �n 14 H � � d ✓ d A o wQ u a4 ate' o Z I� W z H N EN o V w a x Z W W �" c U 0 N o w z W � � s H a ono z w z A o w �, 0-4 ° oa .. o w a A w � � 0 � DuCC� C� O�I� BuILDW;DEPARTMENT MAR 2 8 2024 DD VILLAGE OF RVE BROOK 938 KING STPk.ET RYE BROOK,NY 10573 VILLAGE OF RYE BROOK (914)*-W& BUILDING DEPARTMENT ELE('TltICAL PERI1 n, APPLICATION Westchester('ount.% Master Elect ' 'ans License Required FOR OFFICE USE ONLI P 0 1 1' :: O Npprotal Date: `� I'ermit Fee: S Appro%al Signature: Other: DO 101 S1 ART N OR1:or(ONSTRI'( 11-101 1, NTIt.A FERMI I I1AS BEEN, ISSI ED BN lilt,BI ILDING INSPE( TOR, TIIE ADNIINISFRATIVE FEE FOR WORK PROGRESSED OR( ONIPLETED NN 11111011 TA PERMIT 1S 12%OF THE FOT.NL COST OF CONSTRI Cl ION W IT H .N NIININII NI FEE OF 7;0.00 2 i Application dated. 3 -- is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install.ind or remo%c electrical equipment.wiring. fixtures.or to perform other high or low yohage electrical work as per the detailed statement described below. By signing this document. the applicant & property owner agree that all electrical work performed will be in conformance with all applicahk-Federal.State.County and Local Codes q ? 1.Address-ff: 0 Ce U-%+,-y %kgA- 19e SBpL:/?- . y L-1� +a Zonc: 2.Property Owner /Z 3 to e to}•r4 t A!� e. «•e Address: _1 0 C e✓ I{,` � C I�✓ Phone rt: cell a:Y14- Y40-3 3 4 fp O s email: `ge e N s c e o r►T✓'4 t r�' 44 ec.co� 3.\taster Electrician Licensed installer:�a h k- CQ S-k-A 4 NO Address:S t? 'C o ti As.y. ly-4TO-�7dt ' Lic.n: JO sZ. Phone-.yj Yrr-__?,,''71-771 Ccll rr:4-- ,n- il: Y A N f e wo 1o'e e o(o II.C e wr Company Name: r-• C4f7e latiO C.Ie-G IrNeAddress. Sg (30104AWINY, ✓�Soh .�y �or� i.Proposed Electrical Work Fixture Count: Lo,: -iws/it. onf- CS re p(le-e � C►� A.- t'TKha(tev i q kT s'G IC c wt s,• f- r e rlt (04 h t S.3'a Party Electrical Inspection Agency: Sw t S ♦aaaaararrraraaaaaararrrrarraail*aaraaarararaaraaa:aarrraaraaaaaawaaaaa•aaaaaaaaaaaaaaaaaaaaaaaaaararawwaa STAT OF NEW'1'O COUNTY OF WESTCHESTER 1 as: F~ 4��,hemp duly swum.deposes and states that he she is the applicant abuse named.and does further state that t slhc is the A&$ 4t►✓ N%fur the legal taw nor and is dish authontnd to male and file this apphcalnm. The undersigned further states that all sutements contained herein arc true to the Best of his her knt-A kdgc and belief.and that any work perf.riTkNI or use corullucted at the alwice.aptitmed pwperth -Atli he in cmiformance with the.letaik a%wt birth and c.iril:itn.d in this application and in any accompanying appmc d plans and specifications.as well as in accordance with the New furl State Uniform Fuv Prcsention&Bui{ilung Code.the Code of the Village of Ryc Brook and all other appbcabk laws.ordinances.and regulatams. Swom to before me this ew.m t fore me is 0 day of .20_ Gt Signature of Property Owner Swolary tab ,State of New York No.OIME6160063 Qualified In Westchester County Commission Expires January ,202 • Helpful 4 Share STATEWIDE • CA- Service With 1:1 i • . r • SWIS JOB APPLICATION tel845.202.7224 I fax 914.219.1062 1 SWISNY.com I SWISTraining.com 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 ❑Basement ❑ 1st FI. ❑2nd FI. ❑3rd FI. ❑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 1P 3P #Meters #Disconnect ❑Underground ❑New ❑Reconnect ❑Overhead ❑Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information 9 , RCC ENIF MAR 2 8 2024 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# p State Wide Inspection Services C-jk� MAY 2 9 2024 1080 Main Street Fishkill, NY 12524 Swu 845 202-7224 Phone VILLAGE OF RYE BROOK 9�1;4-219-1062 Fax SLATE WIDE INSPECTION SERVICES BUILDING DEPARTMENT Email: office(cbswisny.com Website: www.swisny.com Service With /ntegr/ty BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: F Castellano Electric Inc 236 Central Ave LLC 58 Broadway 180 Country Ridge Drive Harrison, NY 10528 Rye Brook, NY 10573 Located at: 180 Country Ridge Drive, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP 24-060 129.82 1 30 Certificate Number: 2024-3431 Building Permit Number: BP 24-001 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: 180 Country Ridge Drive, Rye Brook, NY 10573 The Exterior,Attic and Garage were inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation, as set forth below,was found to be in compliance on the 211h day of May 2024. Name Quantity Rating Circuit Type Air Handler 01 Condenser 01 Main Panel 01 200AMP Officer: Frank 1. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. , N , O N N W e NC.4 C'4 N N to t' ^ W �O V) O R a z W Cn t w v Q a Uow CN ` ¢ °°cn o Z A x Q 00 [� w co z 00 O WUf W A'1 � �� . aa W Qw� " A 04 o Vow Z ¢ O L v F. t V o a a ") g °' x 0 � r r r BUILDING DEPARTMENT VILLAGE OF RYE BROOK FEB 15 2024 DD 938 KING STREET RYE BROOK,NY 1057 (914)939-0668 VILLAGE OF RYE BROOK www_yebrook.org t BUILDING DEPARTMENT PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP PP#: Approval Date: `� Permit Fee: $ <�\ Approval Signature: Disapproved: (fees are non-refWndable) DO NOT START V4'ORK or CONSTRUCTION UNTIL A PERMIT HAS BEEN ISSUED BY THE BUILDING INSPECTOR. THE ADMINISTRATIVE FEE FOR WORK PROGRESSED OR COMPLETED WITHOUT A PERMIT IS 120/6 OF THE TOTAL COST OF CONSTRUCTION WITH A MINIMUM FEE OF$750.00 Application dated, is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove Plumbing as per detailed statement described below. The applicant&property owner,by signing this document agree that said plumbing work will be in conformance with all applicable Federal, State,County and Local Codes. 1.Address: ( i�� '�. SBL:/C)7, gC)--"�—� Zone: l, 2.Proposed Work: 3.Property Owner: N S ti it +J 2 S b p rty ��'' tt�� Address: ryZ'Q�/°t l.. Y-�V c' Phone#: V - DCell#: email: CD&J51 Lt-.1 CGryTa'Am~'Jg 4.Master Plumber: ,i`q f VVPA Address: ,�j�?3 E(d.� �-L �A vt }�Ww-r tk►¢;vc Lic. #:W 6 Phone#:6Ab ASS r1b'�1 Cell#: '5*0,t email: ACQrA IS Company Name yA--%A-2LVdrt1&,,-4G- Address: ttAt.-izAA-QNZ tJy INDICATE FIXTURES& LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural' Other" Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement i 1 1 3- 1 Floor 2nd Floor ^ 1 1 31d Floor 01 Floor 5a'Floor Exterior 10 5.*List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) 4- 3/3/2023 STATE OF W YORK, COUNTY OF WESTCHESTER ) as: -CJW being duly sworn,deposes and states that he/she is the applicant above named, (print name of indiviU signing as the applicant) and further states that(s)he is the Master Plumber for the legal owner and is duly authorized to make and file this application. That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications, as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this I Sworn to before me this 01 day o 111 20 day of CV , 20 - Signature of Property Owner d Signature of Applicant V I.,-- - Aoa OcQa k;�r La5� I . Print Name of P ope Owner Print N e of Applicant V i AMY ARCHER ota ,Public NOTARY PUBLIC-STATE OF NEW YO otary ublic No.02AR6141904 Qualified in Westchester County My Commission Expires 02-27-2026 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- 10/30/2023 BUILDING DEPARTMENT R EC E � " E VILLAGE OF RYE BROOK FEB 15 2024 DD 938 KING STREET RYE BROOK,NY 10573 914 . -0668 S VILLAGE OF RYE BROOK k•org BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 - STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SU$MITTED 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 WESTCHESTERR ) as: �1,1`1�(,�► `- �S�ArI' ►'�'A , residing at, LL 0L,-M LAf-4c. 0)0016,�A"C --,J� �Pri:�t name) !,%ddre„v\hcre you IiNci l 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; Rye Brook,NY. {',b 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. (Signatt co['Ili operl\ ch\ncr(s)) A -3 �� (Print Name of Propert} 6\ner s)) Sworn to before me this AMY ARCHER day of 120 NOTARY PUBLIC-STATE OF NEW YORK I' J / No.02AR6141904 V Ouslified in Westchester County (Notan Public i MY Commission Expires 02-27-2026 -3- 8/12/2021 : a N ° a ■ � kl M1 a M N [U C CA a a: E-� x"x € c O a (A W �..� W c W B �°. G a a N �_ On z � C " a ►-� v > " F1 o o A z o O z =n W $ o 0 .8a • � '" y3 w c H 3 a•.. O O O q N 0 u a a a cn N o P^ .. oo U a 00 enr—i O a Z O C - & a (M� s Q O v ri �j w p � cWj �w, E-� o o SO 2: o00 s \ py of< L o zz , vwu V ,-A;) `8 � � o .. z N wo �~ 0 . �i E• ILI enO fA Z °a a v s i� �a To SB = � W OOno V V V O P., V � cr, � � � R x a 000 o z w o z o .o a a Q V u u ` , BUILD ENT ® VIL E Old OOK MAR - 1 2024 COUNTY LICENSED 938 KING ET NY 10573 ELECTRICIAN 4 VILLAGE OF RYE BROOK NT DEPART BUILDING ME REQUIRED TO FILE _...�..�.._. APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONING EQUIPMENT FOR OFFICE USE ONLY: PERMIT Approval Date: All 0 7 2024 Permit Fee: $ .- Approval Signature: Other: Disapproved: (fees are non-refundable) DO NOT START WORK or CONSTRUCTION UNTIL A PERMIT HAS BEEN ISSUED BY THE BUILDING INSPECTOR. THE ADMINISTRATIVE FEE FOR WORK PROGRESSED OR COMPLETED WITHOUT A PERMIT IS 120/t, OF THE TOTAL COST OF CONSTRUCTION WITH A MINIMUM FEE OF$750.00 REOUIREMENTS FOR RELEASE OF PERMIT&CERTIFICATE OF COMPLIANCE: 1. Properly completed& Signed Application. 2. Site/Staging Plan if Required by the Building Inspector. 3. Copy of Licensed Contractor's Liability Insurance. (Village of Rye Brook must be listed as certificate holder) &Workers Compensation Insurance on a NYS Board form(Form#C 105.2 or Form#U26.3 or NY State Workers Compensation Waiver) 4. Payment ofFees/Unit: RESIDENTIAL=$100.00/unit • COMMERCIAL =S350.00/unit. 5. Complete specifications for each unit being installed. 6. Inspection by the Building Department for removal and/or installation. (48 hour notice required) 7. Electrical work requires a separate Electrical Permit& Electrical Inspection. 8. Plumbing/Gas work requires a separate Plumbing Permit&Plumbing Inspection. Application dated, 2 Pbo h Q is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or re oval df the TN AC equipment as listed below.The applicant and property owner,by signing this document agrees that said equipment will be installed and/or removed in conformance with all applicable Local,County, State&Federal laws, codes,rules and regulations. 1. Address: 1� lAt *oye SBL:114Q t 84 —I-3OZone: 2. Property Owner: o13(p (2L`zz7- 140e ��- Address: Phone#: 1 I -� 1 s Cell#: email: 3. Contractor: _l Address:,�k r(IgRyl.tYI CA\Y. 1 a�6(d 4tils. Phone#: 6 Cell#:q4gN'f l email: t(Ll(Q ryyQC�cQrnQ,�(,CC7(� 4. Scope of Work: New Installation ( )•Replacement(V<-Removal( )•Other( ): �(1S (lG, h�I StC m l.P�hcJ V N40 5. List Equipment: Re��i— tbi4vo &W,_ T cm1ICQ e4 Yy� (� � t 9,aC4V%Q- 6. Location of Equipment: 7. Method of Installation/Removal(list all equipment needed to perform job): t 10/30/2023 STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: o*�U lR 2)(Z 1 C_ ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that(s)he is the Heating,Ventilation and/or Air Conditioning Contractor for the legal owner and is duly authorized to make and file this application. That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. r� Sworn to before me this Sworn to before me this T day of ,20 day of Q ,20 - Signature of Property Owner Signa of Applicant Print Name of Property Owner Print N e of Applican Notary Public Notary Public FILOMENA MANGANIELLO NOL*RY PUBI.tC.STATE OF NEW YMX R,0w,d=W 0lMA4Wl62 Qu"W in Wmdm a CoMW Comm"m Expca Oac W 31,2M This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. 2 10/30/2023 OUTDOOR SERIES TRU ScrollASSEMBLED IN TYLER, TEXAS 0 All-aluminum coil . • • Quiet operation • • Smaller size options for _ spaces Pre-painted • and base pan Capacity Dimensions Vapor 1 Model (Inches) (Tons) H x W x D Line N A4AC313 SEER AC * K A4AC3018A1000A 1.5 28.6 x 23.6 x 23.6 A4AC3023A1000A 2 28.6 x 23.6 x 23.6 A000201000A 2 28.6 x 25.6 x 25.6 3/4" ! A4AC3029A1000A 2.5 28.6 x 23.6 x 23.6 , A4AC3030A1000A 2.5 28.6 x 25.6 x 25.6 A4AC3036A1000A 3 32.6 x 25.6 x 25.6 A4AC3042AI000A 3.5 28.6 x 29.8 x 29.8 Capacity Dimensions Vapor A4AC3043A1000A 3.5 28.6 x 34.3 x 34.3 Model p y (Inches) p A4AC3048A1000A 4 36.6 x 29.8 x 29.8 7/8 (Tons) H x W x D Line A4AC3060A1000A 5 36.6 x 34.3 x 34.3 A4HP414SEER HP A4AC414 SEER AC A4HP4017A1000A 1.5 28.6 x 23.6 x 23.6 A4AC4018A1000A 1.5 28.6 x 23.6 x 23.6 A4HP4018A1000A 1.5 28.6 x 25.6 x 25.6 A4AC4023A1000A 2 32.6 x 23.6 x 23.6 A4HP4023A1000A 2 28.6 x 25.6 x 25.6 3/4" WC40201000A 2 28.6 x 25.6 x 25.6 3/4" A4HP4024A1000A 2 28.6 x 29.8 x 29.8 A4AC4030A1000A 2.5 28.6 x 29.8 x 29.8 A4HP4030A1000A 2.5 28.6 x 34.3 x 34.3 A4AC4036A1000A 3 32.6 x 29.8 x 29.8 A4HP4036A1000A 3 28.6 x 34.3 x 34.3 A4AC4042A1000A 3.5 28.6 x 34.3 x 34.3 A4HP4042A1000A 3.5 28.6 x 34.3 x 34.3 A4AC4048A1000A 4 28.6 x 34.3 x 34.3 7/8" 7/8" A4HP4048A1000A 4 32.6 x 34.3 x 34.3 A4AC4060A1000A 5 36.6 x 34.3 x 34.3 A4HP4060A1000A 5 44.6 x 34.3 x 34.3 All models feature 3/8"Liquid Line Note: Odd-number capacity in the model number,for 2.5 ton and below, indicates smaller-footprint outdoor unit options.The even-number capacity models will have additional indoor matches and ratings options. Check AHRI.org and Comfortsite to verify system match ups. For example: A4AC3;23A1000A ur A4HP4017A1000A 10 YEAR COMPRESSOR&COIL / 5 YEAR LIMITED FUNCTIONAL PARTS/ NO REGISTRATION REQUIRED Trane.RLInTru.and the RunTru Logo are trademarks of Trane in the United States and other countries. RESERVED I • r • 0. PRODUCT DIMENSIONS & SPECIFICATIONS ABM SERIES MULTI-POSITION ZA_�PE HYDRONIC AIR HANDLERS Everything's Right Here- STANDARD FEATURES APPLICATION VERSATILITY Upflow or horizontal right as shipped[field-convertible for downflow or hori- zontal left applications].Can be AHRI matched with most brands of air con- ditioners or heat pumps.ETL listed for use with either R22 or R410a when a proper metering device is used. CABINET Sturdy, galvanized steel cabinet with painted front panels. Cabinet fully in- sulated with 1/2"faced insulation to prevent sweating and mold growth,to encapsulate glass fibers,and to provide excellent R-value. Stick pins ensure insulation remains in place. Units ship with disposable filter in filter rack. MODULAR HEAT KITS Heat kits available with either circuit breakers or terminal blocks.Available in 2,3&4 row.Modules are easily installed in the field using molex plugs or can be ordered factory-installed. Freeze stat is wired into circulating pump control circuit. Controls are accessible from the front for easy service. Electrical connections can be made from the top or left. Disconnect does not protrude through the wall panel. Fan time delay relay standard for in- creased efficiency. Totally lead free constructed coil. Suitable for potable applications. Representative image only.Some models may vary in BLOWER appearance.Due to continuous product improvement, Direct drive multi-speed blowers circulate air quietly and efficiently. 3-speed specifications are subject to change without notice. motors allow for precise air volume selection. Motor speeds can be easily selected via motor terminals. Blowers mounted on rails so they can be easily removed for service. —j ELECTRONIC CONTROL BOARD An electronic board controls the functioning of the system reducing mov- ing parts.The board provides for various hot water supply source connec- tions and the blower time delay to maximize heat/cool extraction. As an enhanced feature the pump circulates hot water every 6 hours to prevent coil freeze during off cycle. DX COIL High efficiency rifled copper tubes/enhanced aluminum fins provide maxi- mum heat transfer. All coils immersion tested at 500 psi then nitrogen pressurized and factory sealed for maximum reliability. Liquid-line Schrader allows pre-installation pressure testing. Available with either orifice or TXV metering device. Field-installable bolt-on TXVs are also available. Rugged GLN drain pan holds minimal condensate while eliminating the possibility of corrosion. Drain pan is UV safe. All drain connections are 3/4" FPT. Ac- cess door allows for coil cleaning. WARRANTY Five-year limited parts warranty. OPTIONS See options menu. Phone: 281.441.6500 NERIM A 1 p ASSEM RED `lYEAR AINTEToll Free: 3.9007 HARDI Fax: 281.441.651O 'USA� LIMITED waaa•Nry www.aspenmig.com AO 'For complete warranty details visit www.aspenmfg.com. Revised 04,%02/14.In keeping with its policy of continuous progress and product improvement.Aspen reserves the right to make changes without notice and incurring obli[n- 2014 Alillk • • • PERFORMANCE DATA `.. ELECTRICAL DATA HEATING C ACITY MIN CIR MAX FUSE MODEL HEAT KIT NOMINAL HEATING CGIL EWT DEGREES FAHRENHEIT OR COOLING 006 PUMP MODEL 3.5 GPM AMP CIR BKR [TONS] ROWS SLAB SIZE 12D 140 180 120V 120V WC:T2SP L 2 17700 24900 39600 ABM18,19 ...................... 1.5 WC/T3SP/L 3 21600 30500 48400 WC/T2SP/L 2 20200 28500 45400 4.1 ABM24,25 --- .... -------- 2 ---------------- ----------------- WC/T3SP/L 3 25000 35300 56300 WC/T2SP/L 2 22100 31300 49900 --•---------------- ------------------- ABM30,31 WC/T3SP/L 2.5 3 27700 39100 62400 ........................... ................ •------------------ -------------------- ------------------- WC/T4SP/L 4 31000 43900 70100 WC/T2SP/L 2 23700 33500 53600 7.1 ------ .....---• -------- ABM36,37 WC/T3SP;'L 3 3 29800 42100 67300 --------------------------- ---------------- ------------------- --------------------- ------------------- WC/T4SPi L 4 33500 47400 75800 WC/T2LP/L 2 30200 42600 68000 ---- -------- -------- ABM42,43 WC/T3LP/L 3.5 3 36300 51400 76600 ...................•••••••• ------------•--- ---------------•-- •------------------- -------------------- I WC/T4UP/L 4 43600 61600 92900 WC/T2LP/L 2 31700 44BOO 71400 --------------------------- ---------------- ------------------- ------54000 80600 12.5 -------------- ----- --------- ......•. WC/T4LP/L 4 45900 64900 98000 WC/T2LP/L 2 32900 46600 74400 .......... -------- ABM60.61 WC/T3LP/L 5 3 39700 56200 84000 ......... ............. --- WC/T4LP/L 4 47800 67600 102200 PERFORMANCE DATA NOW ELECTRICAL DATA HEAT HEATING CAPACITY MIN MAX FUSE MODEL KIT MOTOR HEATING COIL P EWT DEGREES FAHRENHEIT CIR OR SPEED FT'WATER 009 PUMP MODEL 5 GPM AMP CIR BKR ROWS SLAB SIZE i cC 140 1 60 180 120V 1 20V • LOW 2 18 x 12 5.6 18700 26400 34100 4190D ABMWC2SP ------•-------- ------- ......• ---- -------------- ----------•----------------------- --- 18/19 HIGH 2 18 x 12 5.6 21600 30500 3 9 5 0 D 48500 24 25 LOW 3 18 x 12 4 2 22900 32300 41 7 00 51200 HIGH 3 18 x 12 4.2 26900 38000 49100 60300 WC2SP ----LOW--- ----- 18 x 12---- ----_5.6---- ---23900-- --_33800------43700- ---53800 - HIGH 2 18 x 12 5.6 25800 36500 47300 58200 ABM ............• ............... ............ ..................•• ................. -------------- --------•----------------------------------------•-- LOW 3 18 x 12 4.2 30100 42500 55100 67700 30/31 WC3SP ----- ----------- -----•----------------- ------ ----- -•-•-- - 36/37 _____ ____HIGH 3 18 x 12 4.2 32800 46300 60000 73700 --- •--- WC4SP LOW 4 1 B x 12 2.2 34000 48000 62300 76600 --------------- ----------------------------- HIGH 4 18 x 12 2.2 37200 52600 6 8100 83800 LOW 2 22 x 14.5 7.2 33200 46800 60600 74500 -----MED 2 22 x 14.5 7.2 35000 49400 64000 78700 ------- •••... --•-•-•••- HIGH 2 22 x 14.5 7.2 36600 51 B00 6 7 1 00 82500 ABM ......... ------- .•..... •••--•-- .......... LOW ..._3 22 x 14.5 _3 4 _40500 _57300 -----2 00------84400--- 42/43 WC3LP IVIED 3 22 x 14.5 3.4 42900 60700 78600 89500 48/49 ----- ......•• ------ -•--- ------------------- ---------------- --------------- --------•---------------------------•-------------- 60/61 --- ------ -•---HIGH 3 22 x 14.5 3.4 45000 63600 82500 94000 LOW 4 22 x 14.5 2.2 49000 6930U 89700 103600 ------------•••..... ......•••. -•-••••. -- -------------------------------------------•------ WC4LP MED 4 22 x 14.5 2.2 52200 73800 95600 110400 ------------- ----------------------------------- ---------------- ------------------------------------------------- ----------------- HIGH 4 22 x 14.5 2.2 55000 77700 100800 116300 BLOWER MODEL MOTOR MOTOR MOTOR MOTOR CFM V. EXTtrtNAL STATIC- S=D ,_ HP AMPS VOLTAGE 20 0.5. LOW 780 740 700 645 b85 ABM18;'19; 2%1 25 HIGH 1/5 B50 800 745 685 620 LOW 1000 980 920 870 800 A8M 30/31/36/37 1,;3 ------ ------ ----- ...... HIGH 120 1210 1190 1160 1130 1070 LOW 1360 1340 1310 1280 1230 ...... ------- ------- ------ ------ ABM 42/43/48/49/60/61 IVIED 3/ 1 1530 1470 1420 1360 1 31 0 ------------------ ----------------- -------------•--- --------------------------------- •---•----------- HIGH 1730 1670 1600 1540 14BO Dry coil with filter in place NOMENCLATUREAIR HANDLER CHASSIS ABM 1 B Metering Device 4=non-bleed A/C or H/P R410 TXV ABM=120V PSC Motor Nominal tonnage(MBTUH) B=20'? bleed A/C or H/P R22 TXV Option Code Multi-Position Hydronic Air Handler F=F-22 Flo-rater G=R410a Flo-rater X=non-bleed A/C or H/P R22 TXV HYDRONIC HEAT KIT NOMENCLATURE W C, Interruption 2-2 row hydronic P= 1/40 hp pump Water heat 3-3 row hydronic S=18-37,coil size-18 x 12 8=1/25 hp pump (hydronic) C=Circuit Breaker 4-4 row hydronic L=42-61,coil size-22 x 14.5 R=1/8 hp pump T=Terminal Block 0 - no heat L=less pump • • MODEL A" " FILTER PISTON SHIP C D" E F G WEIGHT SKID r' , " " " SIZE SIZE (LBS) QTY ABM18/19+W• 21 'd.; 12 18-1/2 7-1/4 10-1/4 16X20 0.055 [53] [1251 [481 [30] [471 [18] [26] ABM24/25+W' 21 491/4 18-3/4 12 18-1/2 8-1;4 12-1/4 16X20 0.059 100 [53] [125] [48] [30] [47] [21] [31] ABM30/31+W* 21 491/4 18-3/4 12 18-1/2 8-1,4 14-1,,4 16X20 0.068 118 [53] [125] [48] [30] [47] [21] [36] ABM36/37+W* 21 491/4 18-3/4 12 18-1/2 1E ^ 16-1,4 16X20 0.074 147 [53] [125] [48] [30] [47] [26] [41] 24-1/2 57 22-1.4 14-3;'4 22 11 16 ABM42/43+W' [62] [145] [57) (37] [56] [28] [41] 20X20 0.080 153 ABM48/49+W- 24-1/2 57 22-1/4 14-3-4 22 13 18 20X20 0.084 190 [621 [145] [57] [37] [56] [33] [46] ABM6D/61+W* 24-1,-'2 57 22-1,'4 14-3 4 22 15 20 20X20 0.092 200 3 [62) [145] [57] [37] 561 [38] [51] D LINE VOLTAGE L rLOW VOLTAGE 20112 CD 0 4.000 (10.21 s nssx,w HORIZONTAL DRAIN "` BOTH SIDES G I G WWWA F tE e ►_► Phone: 281.441.6500 L181n� PRIMARY DRAIN Toll Free: 800.423.9007 [47.0] SECONDARY DRAIN ASPEN Fax: 281.441.6510 www.aspenmfg.com (�N�OT $PpOR TITLE PURPOSES ) —LED E-=: IC: JOB ## 24280-�✓ NOROV �SITF i1E WIN WL CER ENT.-Of16EA E [�E LOW�FF AAA WAV 1CGA -NIbAf ® F d O POLE I® a-SIN I e VALLVE I O I MEEfERO I TPAFFlC SIGN I L, NDYDR I©E BORIC I PRE 15 BR�NN�O E I OE LE—IC O IMNHO EE WO Aw S SURVEY OF LOT 4G IN BLOCK M A5 SHOWN ON MAP ENTITLED 'SECTION SEVEN.SUBDIVISION MAP.COUNTRY RIDGE... " TOWN OF RYE BROOK WE5TCHE5TER COUNTY SAID MAP FILED IN THE WE5TCHE5TER COUNTY CLERKS OFFICE. STATE OF NEW YORK DIV151ON OF LAND RECORD5 ON APRIL 20. 19GO A5 MAP No.123,53 NSF COUNTRY RIDGE LAND INC. N 80020,2�„ �pE D) 81.52' , ,� �c �t o 0 L No.SO �, p TAXm 3 Sid F 1 tll) ei AREA=IS0738 LOT 47 LOT 4G o TAX LOT ND•31 O CI O cr B5NAT. _ ` o ONE 5TORK '` `t E BUILDING W UNDER C�NStR.) Ir _ us t V 2 R-2350.00, P.O.B. R= 1 90.0, L=52.48' COUNTRY RIDGE D vE RI SURVEYED DECEMBER 22. 2023 uNMmlowzED ALTEPATfONs OR ADDmoNs To THIS �ElOT9. SURVEY 15 A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUGTON—COPIES vvll ; OF THIS SURVEY MAP NOT BEARINO THE LAND SURVEYOR'S WKEO SEAL OR EMBOSSED SEAL SHALL NOT SE CONSIDERED TO BE A VAUO TRUE COPY. 1 GIMRAMFE4 OR—I—IONS WgGTED HEREON C SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 15 PREPARED,AND ON NO BEHALF To LOCATION SURVEY THE TITLE COMPANY, —ERNMENTAL AGENCY ZD LENDING IN—ON US—HEREON,AND THE ASSIGNEES OF THE LENDING INSRIUTION. GUARAMlFE9 OR CERRFIC TIDN ARE NOT TRANSFERABLE TO AOpfgINL IN9TDLIIONS OR SUBBEWEM OWNERS. BLOCK: 1 ATF=� LOT (s): 30 JA SECTION: 129.82 COUNTY: NE5101E51ER - - "� c DWG BY: Srdar B. WNCENT M. TEUTONICO CHK'D BY: N.YS LIC. N0.05OJ07 OFF.(914)J65-1847;FAX(914)365-1849 E-mail:BIGAPPLELSOYAHOO.COM SCALE: 1"=16' ,� �i w� � i y(r�� . �1 ' , sr."' ':� �� * � F �', Y s� .� 40 «1 31 •1� II IIj� 3�ii.. ,, :►4 i • -Building Permit C2heck List 8t Zonin Anal sis C :address: l%O Zone: ��\� Use: 2Kevi Const.Type. Other. �Z Submittal Date: VZ \\� _� sions Submittal Dates: Applicant: C�`1 S Nature of Work C C� Q �� C) l Reviews:ZBA: DEC 1 Z 2023 PB: BOT: Other OK_ O ( ES:Filing- �� C/O:/ • Flood Plane: Legalization: ( ) ( APP: Dated Notarized: SBL: Truss I.D. Cross Connection H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening ( ) ( ) ENVIRO:Long Shorn Fees: N/A: ( ) ( ) PLAN:Topo: Site Protection: S/W Mgmt.: Tree Plan: Other. ( VEY:Dated Z G Current Archival Sealed Unacceptable: ( ) (iKLANS:DatePed. Sealed Copies: Electronic Other. ( ) License ✓ Workers Comp: Liabilitymp.Waiver. Other. ( vYCODE 753#: LUc�� — Dated N/A: C)�( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit N/A Other: ( ) �) FIRE ALARM/SMOKE DETECTORS:Plans: Permit H.W.I.C.:_Battery:—Other: PLUMBING Plans: Permit Nat.Gas: LP Gas: N/A/ Other. ( ) ( ) FIRE SUPPRESSION:Plans: Permit N/A: Other. ( �( ) H.V.A.C.: Plans: Permit N/A Other. ( ) ( ) FUEL TANK:Plans: Permit Fuel Type: Other. O O 2020 NY State ECCC: N/A: Other. (�( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans; Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. ( ) ( ) Other. (�ARB mtg.date: 'LD approval notes: ( )ZBA mtg.date approval• notes: ( )PB mtg.date: approval• notes: Q PP REQUIRED EXISTING PROP osED NOTES Date: Uzi Circle: Fro=S �Ob 1 ti S Z c) C Front Front Sides: c 13 : — b Main cov Accs.Cov 1�F HS : Sd.H/Sb Tot.Imp: t oZ N c c'PC�� F I 9 .Hight/Stories: `` notes:— t ' ZUp SUC BUILDING DEPARTMENT �— VILLAGE OF RYE BROOK DEC - 1 2023 938 KING STREET RYE BRObK,NY 10573 (914)939-0668 VILLAGE OF RYE BROOK r r - )ok.org BUILDING DEPARTMENT ARIC:HITECTURAL '-I.EVIE'W BOARD CHECK LIST FOR APPLICANTS This form) must be complet tad and signed by the applicant of record and a copy °Shall be submitted to the Building t:lepartment prior l o attending the ,A RB meeting. AIP1,4icants failing to submit a coipi of this check list ,will be removed 1''rom the ARB age Ilda. Job Address: 180 Country Ridge Drive Date of Submission: Parcel ID#: 129.82-1-30 Zone: R-15 / — 23 Proposed Improvement(Describe in detail): P aDaed 1 ea yorcl Sec K pmm APPLICANT CHECK LIST: Proposed interior alterations M UST BE CONIF LETED BY THE AFT LICANT — -- -- _- ---- - -------- - The following items must be submitted to the Building Department by the applicant-no exceptions. Property Owner: Ed Ensign - 236 Central Ave LLC. I. (`�Completed Application 2. (vgTwo (2)sets of sealed plans. (one fill •i:-e{maximum Address. 45 Oakland Ave. Harrison NY 10528 allow.iFle plan size-=36"x 42"I acid one I I"x17") Phone# 9144903348 3. ( Two (2)copies of the property survey. 4. ( Two (2)copies of the proposed site plan. Applicant appearing before the Board: 5. ( One electronic/disc coPy of the complete HAYNES ARCHITECTURE PC-THOMAS HAYNES application materials. 6. (1�Filing Fee. Address:287 BOWMAN AVE SUITE 208 7. Any supporting documentation. Phone# 914-963-3838 8. O HOA approval letter. (if applicable)N I A 9. ( /)Photographs. Architeet/Engineer:HAYNES ARCHITECTURE PC-THOMAS HAYNE 10.( )Samples of finishes/color chart. la sample board or N)A Phone# 914-963-3838 model nary be presented the might of the meeting) By signature below, the owner/applicant acknowledges that he/she has read the complete Building Permit Instructions&Procedures, and that their application is complete in all respects. The Board of Review reserves the right to refuse to hear any application not meeting the requirements contained herein. S"om to before me this of "\ �N i to t re me this dav of o C6 b e y-- 20 a day of 1 U 20 Z_) Signature of Property Owner Sign re pplicant Ed Ensign Tho Haynes Print Name of Prope Owner not Name of Applicant 11A \otaq ublic N ary Public JULIE MCKEON AMY ARCHER ITI NOTARY PUBLiC-STATE OF NEW YORk NOTARY PUBLIC-STATE OF NEW YORK No. O1 MC61 271 32 No.02AR6141904 Qualified in Westchester County 25 Ouslified in Westchester County 11y Commission Expires May 23.�_ My Commission Expires 02-27-2026 9/1212021 R f ' �E DR Village of Rye Brook ML LK MR enda FB SE Architectural Review Board Meeting AC AD .04 Wednesday,December 20,2023 at 7:30 PM Q Village Hall,938 King Street JM SF 1. ITEMS: 1.1. ARB23-059 (Consent Agenda) (Amendment to Prior Approval) Srivatsan Raghavan&Janani Ranganathan 436 North Ridge Street 4'high black aluminum fence. 1.2. ARB23-132 (Consent Agenda) Harikumar Mahadevan&Prithvija Kamatham 12 Holly Lane Rooftop solar array. 1.3. ARB23-133 (Consent Agenda) Shubhro Ghosh&Sayantani Biswas 148 North Ridge Street Rooftop solar array. 1.4. ARB23-134 (Consent Agenda) Maryann Rekuc 1A Castle View Court Rooftop solar array. 1.5. ARB23-135 (Consent Agenda) Michael Sepkowski&Maureen Sepkowski 105 North Ridge Street Rooftop solar array. Consent Agenda Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.6. ARB23-136 William Servedio&Annmarie Servedio 28 Wilton Road In-ground swimming pool,patio and fence. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 1 of 3 • Architectural Review Board December 20,2023 1.7. ARB23-137 Erin Moran-Atkin&Miriam Lagunas-Fitta 105 Lincoln Avenue Roof over front entry and den entry,slate patio and stairs. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.8. ARB23-138 Win Ridge Realty LLC 118 South Ridge Street New illuminated sign. "Starbucks" Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.9. ARB23-139 Zinovi Levitan&Lori Levitan 5 Dorchester Drive One story addition&interior alterations. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.10. ARB23-140 236 Central Ave LLC c/o Ed Ensign 180 Country Ridge Drive Rear deck,patio and interior alterations. Approvals: Motion Second/ CC Abstention Aye; 13 Nay; Adjournment; Notes f�4✓_j /Vo I-r°C/ Page 2 of 3 • Architectural Review Board December 20,2023 1.11. ARB23-141 King Ave.LLC c/o Fernando Lourenco 11 Monroe Place (Front House) Legalize two family conversion,construct two tier deck with egress steps to grade. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.12. ARB23-142 King Ave.LLC c/o Fernando Lourenco 11 Monroe Place (Rear House) Return converted servant's quarters back to single family use from unpermitted two- family use.Legalize deck expansion. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.13. ARB23-143 Georgia Caseres 23 Brook Lane Legalize new portico over front entry and walkway to driveway. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.14. ARB23-144 Eric Steinert&Caryn Steinert 24 Meadowlark Road Roof over rear deck,new cable railing,demo retaining wall,alteration to pool fencing and outdoor kitchen on patio. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes NEXT MEETING: January 17, 2023 Page 3 of 3 WHERE TO BUY ORDER SAMPLES Q 0 BETTER 4 Trex Select" �� RES10 The perfect pairing of price and minimal ry maintenance. Available in two Earth Tones 35 colors. Backed by a 35 Year Limited Residential YEAR = 9 V d Q Warranty. Q SrAN �Pa color: Pebble Grey Learn • - Order a SampleNNW- t .. f FIND A BUILDER LITERATURE Q bb. VA tam e ' sir � Y nnF" ti WHERE TO BUY ORDER SAMPLES k 4 i . J 0 BETTER Trex Select",: ItESfOF� The perfect pairing of price and minimal �9 maintenance. Available in two Earth Tones v 35 > colors. Backed by a 35 Year Limited Residential VIAR = 9 P F P Warranty. ItSTgEN DPP color: Pebble Grey Learn More Order a Sample , c FIND A BUILDER LITERATURE a 40 �y �R♦ .A ♦ !A�� a f - p. AJ4. N Laura Petersen From: Laura Petersen Sent: Thursday, December 28, 2023 4:16 PM To: edensigncontracting@yahoo.com Cc: 'Thomas Haynes AIA' Subject: 180 Country Ridge Drive - Building Permit Application Good afternoon, The building permit application has been approved by the Building Inspector. Before I can issue the building permit the following items must be submitted to our office, �1. General contractor's contact name & phone number. �� Copy of general contractor's valid Westchester County Home Improvement License. 3. General contractor's valid liability insurance (the Village Of Rye Brook must be the certificate holder) -,,'4' . General contractor's valid workers compensation on a NY State Board form (C105-2 or U26.3) 5. Building permit fee $3,240.00 (due once permit is issued and ready for pick-up) f6. Contractor must call UDig NY and get a ticket number. Thank you Laura Laura(Petersen Office Assistant Village of Rye Brook 938 King Street Rye Brook, New York 10573 Phone(914)939-0668 1 1petersen(cDryebrook.org 1 i - c 6. �- O N E L4 0 a N v .{ E c E cz o � u >f�„ � •fra s � �� v I u w 3 ? w o X o�ection � Q o �o c., ` -� G�4iueda p p''�.. '! r..► fail Z u •�' I t(ssf / ec x N o c to - G- co. W o C4 E o v as I ` J Z O 5 �Af7 DATE(MM1D0/YYM CERTIFICATE OF LIABILITY INSURANCE 11r1r23 IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLD/ER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE PO/LICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must 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 endonsement(s). PRODUCER JACT NVOW1. Chenango Brokers LLC PO BOX 460 A/C,No.Ext) 31542886M Hancock, NY 13783 EMAIL TOSHLA2DONIGANINSURANCE COW INSURERS AFFORDING COVERAGE I NAIC 9 INSURER A UTICA FIRST INSURANCE COMPANY 17212 INSURED .. INSURER B MERCHANTS MUTUAL INSURANCE COMPANY 28471 Ensign Contracting LLC INSURER UTICA FIRST INSURANCE COMPANY 17212 45 Oakland Ave NSURERO _ Harrison, NY 10528-3709 INSVRERE — INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABCVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT NTH 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 E—Ff — -�— LTR TYPE OF INSURANCE =wwal POLICY NUMBER Immcw, LIMIT A X COMMERCIAL GENERALLi%BIUTY ART-5114489--03 04/09/2023 04/09=24 _EACHOCCURRENCE _ f 11000000 I DAMAGE TO RENTED �/y�/y�/�� J CLAIMS-MADE X OCCUR ,.PRFM1SFS Ea Ot=Mw= f _ 1/�/�W 000 ME EXP JAny on* f 10,000 1 PERSONAL&ADV MIJURY S 2,000 O00 _91.,Nt AOGReGA*LIMIT Alls"S PER I -GENERAL A3GREGATE I s 2,000,000 �J POUCY JECT LOC PRODUCTS-COMPIOP Aqq s 2,000,000 & B AUTOMOBILE LIABILIT' X B2353140395 ozrlsrzo23 02/15/2024 9O?,LYI WAY IP.•P«,«,I{s ALL OWNED yy EiCHEDULED sr _AUTOS -A.AUTOS BODILY INJURY(P f y NON OWNED PROPERTY DAMAGE f ,�JiIREDAUTOS <1�AUTOS .IParaonearYl I f MBREIIALUB CUR ART-5114499--06 04/09/2023 04/09/2024 EACH OCCURRENCE EXCESS Lu/ MISAIADE AGGREGATE f WORKERS COMPENSATION H- AND EMPLOYERS'LIABILITY Y/N RSTWATUTE ANY HHV'Mlt1 VHMAH IN[H/eAtUullVt N/A L.EACH ACCIDENT_ S lM OFFICEREMSER EXCLIAED7 I~400ry n NHI .L.DISEASE-EA EMPLOYEES If yes.dascnbe under DESCRIPTQN OF OPERATIONS 0@19w E.L ONSEASE-POLICY DESCRIPTKJN OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101.Additional Remarks Schadula,may Oa ariached N mo span Is rpwrwdl THE CERTIFICATE HOLDER IS LISTED AS ADDITIONALLY INSURED INSURERS ARE ALL LICENSED TO DO BUSINESS IN THE STATE OF NEW YORK CERTIFICATE HOLDER CANCELLATION VILLAGE OF RYE BROOK SHOULD ANY OF THE ABOVE-DESCRIBED POUCIES BE CANCELLED BEFORE 938 KING ST THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN RYE BROOK,NY 10573 ACCORDANCE WITH THE POLICY PROVISIONS. AUT D PRESENTATIVE DMG ACORD 25(2024/01) 0 1988-2024 ACORD CORPORATION.All rights reserved. STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Is.Legal Name& Address of Insured(Use street address only) Ib. Business Telephone Number of Insured 914 490-3348 ENSIGN CONTRACTING LLC. 45 OAKLAND AVE. lc. NYS Unemployment Insurance Employer HARRISON NY 10528 Registration Number of Insured N/A Id. Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only requlredlfcoverageisspeclocally 824298371 limited to certain locations in New York State, Le, a Wrap-Up Poll 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) NorGUARD Insurance Company 3b. Policy Number of entity listed in box"la" VILLAGE OF RYE BROOK ENWC98813 938 KING ST. 3c. Policy effective period RYE BROOK,NY 10573 4/26/2023 to 4/26/2024 3d. The Proprietor,Partners or Executive Officers are included. (Only check box if all partnera/oM ersincluded) all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box "la" for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The Insurance Carrier will also notes the above certificate holder within 10 days IF a policy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Cerdflcate is valld for one yea after this form is approved by the Insurance carrier or Its licensed agent,or until the policy expiration date listed In box"3c",whichever Is earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that 1 am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: David Simmons (Print name ofauthorized representative or licensed agent of insurance carrier) Approved by: t_1 S,a,� 10/31/23 (Signature) (Date) Title: VP of Compliance Telephone Number of authorized representative or licensed agent of insurance carrier: 800-673-2465 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2(9-07) www.wcb.state.ny.us Ac" CERTIFICATE OF LIABILITY INSURANCE FDATE(MM/DDIYYYY) �� 02/27/2024 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 Kathryn Parola-REP Avanti Associates PHONE FAX A/C No Ezt: A/C,No); 201 Wolfs Lane ADDRIESS: kparola@hilbgroup.com INSURER(S)AFFORDING COVERAGE NAIC N Pelham NY 10803 INSURER A: Merchants Preferred Insurance Cc 12901 INSURED INSURER B: Merchants Mutual Insurance CO 23329 Abrilaire Hvac Service Inc INSURER C 21 Franklin Ave INSURER D INSURER E Bedford Hills NY 10507-2102 INSURER F COVERAGES CERTIFICATE NUMBER: CL2422772506 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 ADDL5U5R POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MWDO MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 FZ-11 DAMAGE TO RENTEU CLAIMS-MADE N OCCUR PREMISES Ea occurrence $ 500,000 MED EXP(Any one person) $ 5,000 A CTRIO08744 05/28/2023 05/28/2024 PERSONALBADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY PRO PRODUCTS-COMP/OP AGG $ JECT ❑LOC 2,000,000 OTHER: Empl Practices Liab Ins $ 100,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED CAP1082036 05/28/2023 05/28/2024 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 B EXCESS LIAB CLAIMS-MADE CUP1004309 05/28/2023 05/28/2024 AGGREGATE $ 1,000,000 DED I X1 RETENTION$ 10,000 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? ElNIA E.L.EACH ACCIDENT $ (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Re_Permit-Village of Rye Brook is included as an additional insured CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Village of Rye Brook ACCORDANCE WITH THE POLICY PROVISIONS. 938 King Street AUTHORIZED REPRESENTATIVE Rye Brook NY 10573 ;c?1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD MEW Workers' PORK CERTIFICATE OF Board STATE Compensation NYS ORKERS' COMPENSATION INSURANCE COVERAGE F21 egal Name�Address of Insured(use street addr ss only) 1b.Business Telephone Number of Insured aire HVAC Service,Inc. 914-762-2805 ranklin Avenue ord Hills,NY 10507 1c.NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured(Only required if coverage is specifically limited to certain locations in Nett,York State,i.e.,a Wrap-Up Policy) 1d.Federal Employer Identification Number of Insured or Social Security Number 262662994 2.Name and Address of Entity Requesting Proof of Co erage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Merchants Mutual Ins Co Village of Rye Brook 3b. Policy Number of Entity Listed in Box"ia" 938 King Street WCA1039272 Rye Brook.NY 10573 3c.Policy effective period 05/28/2023 to 05/28/2024 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all partners/officers included) ❑X all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated a ove in box"3"insures the business referenced above in box"1 a"for workers' compensation under the New York State Workers' Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'cc mpensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed abo e as the certificate holder in box"2". The insurance carrier must notify the above certific ate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated Pn this Certificate. (These notices may be sent by regular mail.)Otherwise, this Certificate is valid for one year after this form i approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers' Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers' compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued y a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Cov rage or other authorized proof that the business is complying with the mandatory coverage requirements of the New l State Workers'Compensation Law. Under penalty of perjury, I certify that I am an alork horized representative or licensed agent of the insurance carrier r above and that the named insured has the cov rage as depicted on this form. referenced Approved by: John D'Amato (Print name of aut orized representRiv or rcenseyd ;bt of insurance carrier) Approved by: -L1t7 z l mgna u e) (Da e) Title: Authorized Repres ntative Telephone Number of authorized representative or licensed agent of insurance carrier: 414-273-8511 Please Note: Only insurance carriers and their I censed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. -- C-105.2 (9-17) www.wcb.ny.gov Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Tuesday, January 2, 2024 10:53 AM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 01/02/2024 10:52 To: VIL RYE BROOK PRIMARY Transmitted: 01/02/2024 10:52 00002 Ticket: 01024-000-678-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 180 To: Name: COUNTRY RIDGE DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: BACK YARD. NearSt: N RIDGE ST Means of Excavation: UNKNOWN Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: INSTALL DECK Estimated Work Complete Date: 02/05/2024 Depth of excavation: 4 FEET Site dimensions: Start Date and Time: 01/05/2024 08:00 Must Start By: 01/22/2024 ------------------------------------------------------------------------------ Contact Name: ED ENSING Company: ED ENSING CONTRACTING Addrl: 45 OAKLAND AVE Addr2: City: HARRISON State: NY Zip: 10528 Phone: 914-490-3348 Fax: Email: edensingcontracting@yahoo.com Field Contact: ED ENSING Alt Phone: 914-490-3348 Email: edensingcontracting@yahoo.com Working for: SELF ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED = SUEZ WTR WESTCHESTER TEN GAS-HDS VLY VIL RYE BROOK WESTCHESTER CTY SWR 1 ZONE: R-15 I I a I w �7A b 0 C; OVMRS OF amCK PPAO map ca"CREM 262 ISCr2d2Cr F- 61.52 LTi 0 00 to xqAj- W, tw 0- - lgv ENS"t A - No. ISO i �- 1000 ee VOLK 40.r --�5row oTlataw' VAL I 6.34 0000=T350.00 9 am^ Lp 0 io0 40 A=52-48" .*W R=1190-00' MOW .0000, — _ sop- ft%Vo swum F-1 LDI f L DEC 1 2023 VILLAGE Oil'-'- RYIE BROOK BUILDING M-:'PARTMENT NOTES: 1, George J. Aftft , the surveyor who made eds reap, do hereby codify that the Odd survey on which this map is based was co loplets ---A on Ck*Aw 13, 2007 and Out this map was %^RlWk*ed on OckWbw 16, 2D(17 In a coo We with the exidft Code of Practice for Land Surveys adopted by the Now York sh" Am Cim ion Of P1 I iwwmi LOW Suftwym Relies is rtwde to Deed Sk GM Pg. 311, wlidt reta lo map entitled 'Section 34ourft a EddW and fkd in the WftWodw County CkWs Office, DMWon of Land Remda as Map No. I ow?. Unsuffumteed -Natation oradillim tosamsymap bmkVa licannd bM s seal is a vbbrbon of Section 7209, sub4lkimion Z of the New York EF----!*-Iv Law. pRIVE QL. E 'WAR 1 1 2008 LL 8UILI NG 0 OK TAX ID: 129-82-1-30 EPA R T Lot Area = 159142.77 Sq. R. (0347 Ac.) GRAPHIC SCALE 20 0 20 FEET .�� 1 �� - f� K I R B Y, CIVIL ENGINEERING & LAND SURVEYIM 11 Riverdale *mw AM Ch=W, W W573 Tot 914.M=4 2M.M.7=#Fn: 914.=3407 www.ammlmddmbyxm 4010, .00 1 0 SOO ..o w. - dlLA- to- , - cre ma sIbAtme"mnAgo c'al@saWJ.ArJftCAXVpWW i Proposed Alterations at: 180 Country Ridge Drive, Iye Brook NY HAYNES ARCHITECTURE P.C. PROJECT INFORMATION: SCOPE OF WORK: THESE DRAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 287 Bowman Avenue,suite 208, -- - - - -- - - - -- - VILLAGE OF RYE BROOK MUNICIPAL CODE Purchase NY 10577 I OWNER: �, NAME: ED ENSIGN j PROPOSED INTERIOR ALTERATIONS AND REAR YARD DECK - -- p;914,963.3838 f 914.963.3861 e:tj@haynesdesigngroup.com ADDRESS: ---------- -REMOVING/REPLACING ROOF FINISHES HAS BEEN FILED AND APPROVED UNDER THESE DRAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW e:haynesarchitect@gmail.com EMAIL: e---------- SEPARATE APPLICATION YORK STATE These documents and all the ideas,arrangement,design, signs,and plans indicated thereon or presented thereby are owned by and remain the property of Thomas E.Haynes, R.A.and no pad thereof shall be utilized by any person,firm, or corporation for any purpose whatsoever except with the specific written permission of Thomas E.Haynes.R.A.All rights reserved RCHITECT: - - - _ - THESE DRAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW revisions:NAME: HAYNES ARCHITECTURE PC GENERAL NOTES: YORK STATE-APPENDIX J FOR EXISTING BUILDINGS 12.20.23_ADDED STUCCO FINISH TO ADDRESS: 287 BOWMAN AVENUE,SUITE 208 --- - -- ---- - WALL AND TREX DECK COLOR PER ARB PURCHASE,NEW YORK 10577 1. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE RESIDENTIAL CODE OF NEW YORK STATE AND ALL LOCAL THESE DRAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2020 ENERGY CONSERVATION 12.26.23_SITE PLAN REVISED AS PER TELEPHONE: (914)963-3838 CODES,ORDINANCES AND REGULATIONS OF AGENCIES HAVING JURISDICTION.ALL CONTRACTORS AND UPDATED SURVEY INFO SUBCONTRACTORS ARE TO COMPLY WITH ALL O.S.H.A.REQUIREMENTS PERTAINING TO THEIR WORK. CONSTRUCTION CODE OF NEW YORK STATE 03.04.24 AS-BUILT REV.STAIR EMAIL: TJ@HAYNESDESIGNGROUP.COM 2. THE GENERAL CONTRACTOR(G.C.)AND ALL SUBCONTRACTORS ARE TO PROVIDE ALL LABOR MATERIALS,TOOLS, - - - -- - - - EQUIPMENT,SCAFFOLDING,SUPPLIES,LAYOUT AND SERVICES NECESSARY TO EXECUTE AND COMPLETE ALL WORK AS -- _- _ LAUNDRY REQUIRED BY THE CONSTRUCTION DOCUMENTS,UNLESS OTHERWISE NOTED.PREPARATION AND INSTALLATIONS TO BE ----- - --- -- - - IN STRICT ACCORDANCE WITH THE MANUFACTURER'S LATEST WRITTEN INSTRUCTIONS WHETHER OR NOT SPECIFICALLY CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA LOCATION MAP:NOT TO SCALE NOTED ON THELLSUBCON _ - - 3. THE G.C.AND ALL SUBCONTRACTORS ARE TO FAMILIARIZE THEMSELVES WITH ALL APPLICABLE CODES AND REGULATIONS 2020 RESIDENTIAL CODE OF NEWYORK STATE IN REGARDS TO THEIR WORK FOR THEY WILL BE RESPONSIBLE FOR SAME. GROUND WIND DESIGN _ SEISMIC SUBJECT TO DAMAGE FROM: WIND ICE BARRIER FLOOD AIR MEAN SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN WEATHERING FROST LINE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL 4. THE G.C.IS TO FILE WORKERS COMPENSATION WITH THE DEPARTMENT OF BUILDINGS. TERMITE LOAD(PSF) (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY DEPTH TEMP REQUIRED INDEX TEMP, 5. THE G.C.IS TO OBTAIN AND PAY FOR THE BUILDING PERMIT.THE SUBCONTRACTORS ARE TO PAY FOR AND OBTAIN PERMIT - - REQUIRED IN CONNECTION WITH THEIR WORK. 30 120 NO YES NO B SEVERE 42' MODERATE 15deg.F YES SEE 1500 52deg.F 6. THE G.C.AND SUBCONTRACTORS ARE TO ARRANGE FOR AND AND PAY ALL FEES IN CONNECTION WITH ALL REQUIRED L TO HEAVY BELOW INSPECTIONS. FLOOD HAZARDS: 7. PLANS ARE SUBJECT TO CHANGES AS DIRECTED BY THE DEPARTMENT OF BUILDINGS. A.DATEFIRS CODE DATE INSURAOF NCE ADOPTION D vs,1980 11 B.DATE OF FLOOD INSURANCE STUDY JAN.21 1998 8. THE G.C.AND SUBCONTRACTORS ARE TO REVIEW THE CONSTRUCTION DOCUMENTS,SPECIFICATIONS,NOTES AND C.MAP PANEL NUMBERS 36119CO307F THROUGH 36119C0338F EFFECTIVE SEPT.28,2007 ADDENDUMS THOROUGHLY TO DETERMINE THE EXTENT OF WORK UNDER THEIR TRADE AND THE WORK OF OTHER TRADES REQUIRING COORDINATION,FOR THEY WILL BE RESPONSIBLE FOR SAME.THE ARCHITECT WILL CLARIFY ANY -- - --DISCREPANCIES OR CONTRACTOR QUESTIONS IN WRITING PRIOR TO BID SUBMISSION. SMOKE DETECTOR NOTES: CARBON MONOXIDE ALARM NOTES' project title: 9. DO NOT SCALE DRAWINGS.USE COMPUTED DIMENSIONS ONLY.IF ANY DISCREPANCIES ARE FOUND,NOTIFY ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING WITH WORK. PROVIDE DETECTORS AS PER SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PROVIDE DETECTORS AS PER SECTION R314 OF THE 2020 RESIDENTIAL CODE OF 10. ALL DIMENSIONS AND LOCATIONS AS INDICATED ON THE DRAWINGS ARE TO BE CONSIDERED AS REASONABLY CORRECT, DEVICES To BE LOCATED AS FOLLOWS NEW YORK STATE BUT IT IS UNDERSTOOD THAT THEY ARE SUBJECT TO MODIFICATION AS MAY BE NECESSARY OR DESIRABLE AT THE TIME 1. ONE FOR EACH SLEEPING ROOM DEVICES TO BE LOCATED AS FOLLOWS: 0 0 OF INSTALLATION TO MEET ANY UNFORESEEN OR OTHER CONDITIONS. 2. ONE DIRECTLY OUTSIDE EACH SLEEPING ROOM 1. ONE FOR EACH STORY HAVING SLEEPING AREA }.j 11. THE G.C.AND ALL SUBCONTRACTORS ARE TO INVESTIIGATE THE JOB SITE AND ALL EXISTING CONDITIONS PRIOR TO 3. ONE FOR EACH STORY,INCLUDING BASEMENT 2. ONE FOR EACH STORY WHERE FUEL FIRED APPLIANCES AND EQUIPMENT OR ATTACHED GARAGES ARE LOCATED ir? SUBMITTING BIDS AND START OF CONSTRUCTION.ALL EXISTING CONDITIONS AND DIMENSIONS TO BE FIELD VERIFIED; DEVICES LOCATED IN AREAS WHERE INTERIOR WALL OR CEILING FINISHES ARE NOT REMOVED TO DEVICES LOCATED IN AREAS WHERE INTERIOR WALL OR CEILING FINISHES ARE NOT REMOVED TO EXPOSE THE `v DISCREPANCIES AND UNCOVERED CONDITIONS NOT ADDRESSED SHOULD BE BROUGHT TO THE ATTENTION OF THE EXPOSE THE STRUCTURE CAN BE BATTERY OPERATED AND ARE NOT REQUIRED TO BE STRUCTURE CAN BE BATTERY OPERATED AND ARE NOT REQUIRED TO BE INTERCONNECTED.ALARMS MUST BE LOCATED OWNER AND THE ARCHITECT. INTERCONNECTED,EXCEPT THAT INTERCONNECTION IS REQUIRED IF THE ROOMS CAN BE ACCESSED WITHIN 10 FEET OF ANY BEDROOM DOOR AND MUST HAVE DIGITAL READ-OUT 12. ALL WORK IS TO BE PERFORMED IN A NEAT,PROFESSIONAL MANNER BY SKILLED MECHANICS. THROUGH THE ATTIC FLOOR 13. THE G.C.AND OTHER SUBCONTRACTORS ARE TO BE RESPONSIBLE FOR THE PROPER PERFORMANCE OF THEIR WORK, o COORDINATION WITH OTHER TRADES.METHODS,SAFETY AND SECURITY ON THE SITE AT ALL TIMES.SPECIAL ATTENTION - --TO SAFETY IS TO BE PROVIDED DURING ALL REQUIREID DEMOLITION WORK.THE ARCHITECT AND THE ARCHITECTS --- ----------- _- .r..1 AGENTS ARE NOT RESPONSIBLE OR LIABLE FOR THE ABCVE AND IS HELD HARMLESS AND INDEMNIFIED BY ALL �..� 2020 ENE CONTRACTORS FROM ANY CLAIMS,LOSSES,SUITS,OIR LEGAL ACTIONS ARISING FROM THE CONTRACTORS ENERGY CONSERVATION CONSTRUCTION CODE OF NYS PERFORMANCE OF THE WORK ON THIS PROJECT. -- -- - 14. THE G.C.IS TO RETAIN THE SERVICES OF A LICENSED LAND SURVEYOR AND PAY THE FEE TO LOCATE AND STAKE THE 'INSULATION AND FENESTRATION REOUIREMLNTS BY COMPONL r: PROPOSED STRUCTURE(S),THE LAND SURVEYOR IS TO ESTABLISH THE GRADE DATUMS)IN ACCORDANCE WITH THE CLIMATE ZONE: 4A r CONSTRUCTION DOCUMENTS:IF REQUIRED IN SCOPE OF WORK REQUIRED FENESTRATION SKYLIGHT GLAZED CEILING WALL FRAME MASS FLOOR BASEMENT SLAB CRAWL �J 15. THE G.C.IS TO NOTIFY THE BUILDING DEPARTMENT AT LEAST 24 HOURS PRIOR TO THE POURING OF CONCRETE u--FACTOR u-FACTOR FENESTRATION R-VALUE WALL WALL R VALUE WALL FLOOR&DEPTH SPACE FOOTINGS. SFiGC R VALUE R-VALUE R-VALUE R-VALUE R-VALUE '��III 1 I Printkey/TaxID: 129.82-1-39 16, THE G.C.IS TO SECURE AND PAY FEES FOR THE CERTIFICATE OF OCCUPANCY AFTER COMPLETION OF THE WORK AS 0.32 0.55 U.4 R-49 R-21 R-8/13 R-19 R-I0/13 R-10/ R-10/13 \ •�--� VOW 2A -FT. INDICATED ON THE CONSTRUCTION DOCUMENTS,ADDENDA'S AND OTHER APPROVED CHANGE ORDERS.SUBMIT COPIES PROPOSED; FENESTRATION SKYLIGHT[ GLAZED cEluNc WALL FRAME MASS FLOOR BASEMENT 2-FT CRnwL ZONE: R15 180 COUNTRY RIDGE OF THE CERTIFICATE OF OCCUPANCY TO THE OWNER PRIOR TO SUBMITTING FOR FINAL PAYMENT, u-FACTOR U-FACTOR FENESTRATION R-VALUE WALL WALL R-VALUE WALL FLOOR&DEPTH SPACE O DRIVE RYE BROOK NY 17. NO EXTRA CHARGES WILL BE ACCEPTED DUE TO AN INCOMPLETE FIELD OBSERVATION BY THE G.C.AND ALL SHGC ____ R-VALUE R-VALUE R-VALUE R-VALUE SPACE N r-.4 SUBCONTRACTORS,EXCEPT FOR HIDDEN CONDITIONS AS DETERMINED BY THE ARCHITECT. M 18. THE OWNER AND/OR THE ARCHITECT RESERVES THE RIGHT TO REQUEST SUBMITTALS AND/OR SHOP DRAWINGS FOR 032 N/A 0.4 N/A R-21 N/A R-19 N/A N/A N/A w APPROVAL ON ANY AND ALL ITEMS SPECIFIED ON THE DRAWINGS INCLUDING BUT NOT LIMITED TO STRUCTURAL STEEL, STEEL REINFORCEMENT,DOOR HARDWARE,PLUMBING AND ELECTRICAL FIXTURES AND HVAC EQUIPMENT.THE Q� - - - CONTRACTOR MUST SUBMIT(3)COPIES OF EQUIPMENT AND FIXTURE CUTS ON ITEMS THAT THE CONTRACTOR IS -DRAWING LEGEND: REQUESTING TO SUBSTITUTE FOR THE ITEMS SPECIFIED ON THE DRAWINGS. NOTE:AS PER R503.1.1-ALL EXTERIOR WALLS EXPOSED DURING CONSTRUCTION NOTES: TO RECEIVE REQUIRED INSULATION TYPE TO'FILL CAVITY' 1. ALL NEW WINDOWS SHALL HAVE INSULATED GLASS O 19. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE TO GUARANTEE WORK UNDER THEIR CONTRACT 2. ALL NEW DOORS SHALL BE FULLY WEATHER STRIPPED - -- - - - INCLUDING PARTS AND LABOR FOR A PERIOD OF ONE(1)YEAR FROM THE DATE OF THE OWNER'S FINAL ACCEPTANCE. -- 3. PROVIDE CAULKING AROUND ALL DOORS AND WINDOWS TO PREVENT AIR INFILTRATION INTO BUILDING T l 20. THE ARCHITECT HAS NOT BEEN RETAINED TO PERFORM WORK DURING CONSTRUCTION OF A PROJECT AND ASSUMES NO NOTE:AS PERN1109.1.1-ALL EXISTING CAVITIES(FLOORS,CEILINGS,WALLS)EXPOSED 4. PROVIDE CAULKING AROUND ALL FLOOR&CEILING PENETRATIONS(MECHANICAL,PLUMBING AND ELECTRICAL) 7 v A.01 TITLE SHEET/GENERAL INFORMATION RESPONSIBILITY FOR INSPECTIONS,CHANGES IN DESIGN OR CONSTRUCTION MEANS AND METHODS. DURING CONSTRUCTION TO RECEIVE REQUIRED INSULATION TYPE TO'FILL CAVITY` 5. ALL NEW INSULATIONS TO BE FIBERGLASS BATT.WITH FOIL FACED VAPOR BARRIER U A.02 GENERAL NOTES 00 A.03 GENERAL DETAILS lz�r--+ A.04 GENERAL DETAILS O SP.01 PLOT PLAN/ZONING ANALYSIS [f IT# A.101 DEMOLITION PLAN SBR& 9 A.102 PROPOSED PLAN DAi MAY zo2a A.103 PROPOSED PLAN BUILDINGINSPEC geof e�Smk.W GENERAL NOTES A.104 FRAMING PLAN/SECTION A.105 ELECTRIC/LIGHTING PLAN seal:Architect Thomas E.Haynes original 10-23-2023 A.106 ELEVATIONS/MATERIALS/PHOTOS A.107 ELEVATIONS/PHOTOS filing date: =,' ��C/y�h drawn by: C?p 2 to checked by: A.107 ELEVATIONS �I�,� f�MAR26'2024 ��I `' swing no.: PL , 1--_p_-------- 376A Q� BUILDING DEPARTMENT J UMBER: - - - --- 2362 a-01 LEGEND AND SYMBOLS: GENERAL NOTES: CONCRETE: MASONRY: 1. CONCRETE IS TO BE CONTROLLED STONE CONCRETE COMPLYING WITH A.C.I.318 BUILDING CODE 1. STONE AND CONCRETE MASONRY WALLS SHALL CONFORM TO THE RECOMMENDED WOOD/PLASTICS: EXISTING WALL REQUIREMENTS.CONCRETE IS TO HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSI PRACTICE FOR ENGINEERED BRICK MASONRY.LATEST EDITION BY STRUCTURAL CLAY 1. ALL FRAMING SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE'NATIONAL DESIGN AT 28 DAYS.CONCRETE FOR GARAGE SLABS,CARPORT SLABS,SON-O-TUBE FOOTINGS,STEPS, PRODUCTS INSTITUTE,AND"SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF SPECIFICATION FOR STRESS GRADED LUMBER AND ITS FASTENINGS"AS PUBLISHED BY THE NATIONAL LUMBER - PORCH SLABS AND SIDEWALKS EXPOSED TO WEATHER IS TO BE MINIMUM 3500 PSI CLASSY LOAD BEARING CONCRETE MASONRY"BY NATIONAL CONCRETE MASONRY ASSOCIATION. MANUFACTURERS ASSOCIATION, NEW WALL "AIR-ENTAINED"CONCRETE.SEE FOUNDATION PLANS FOR LOCATIONS OF CONCRETE WITH A HIGHER 2. ALL UNITS SHALL BE PLACED IN RUNNING BOND,EXCEPT WHERE INDICATED, 2. ALL LUMBER MATERIALS USED IN THE BUILDING SHALL BE GOOD,SOUND,DRY MATERIAL,FREE FROM LARGE AND COMPRESSIVE STRENGTH. 3. CONCRETE MASONRY UNITS(CMU)ARE TO BE GRADE'N',TYPE T CONFORMING TO THE LOOSE KNOTS,SHAKES AND OTHER IMPERFECTIONS WHEREBY THE STRENGTH MAY BE IMPAIRED AND OF SIZED 2. CONCRETE IS TO BE PLACED IN CONFORMANCE WITH A.C.1,304.LATEST ADDITION.CONCRETE IS NOT A.S.T.M.C-90,"HOLLOW LOAD BEARING UNITS'.CMU WIDTHS FOR WALL THICKNESS'AS INDICATED ON DRAWING. WALL TO BE DEMOLISHED TO BE SUBJECT TO DROPS OF MORE THAN 5'-0". INDICATED ON THE DRAWINGS.PROVIDE CORNER SASH,HALF HEIGHT AND ALL OTHER 3. ALL WORKMANSHIP INCLUDING NAILS,BLOCKING,BRIDGING,ETC,SHALL CONFORM TO THE NYSUFPBC. HAYNES ARCHITECTURE P.C. 3. ALL POURS ARE TO BE TERMINATED BY FORMS.PROVIDE KEY WAYS AS INDICATED ON THE TYPES OF CMU REQUIRED TO COMPLETE MASONRY WALLS AS INDICATED. 4. PROVIDE LEDGER BOARDS,BLOCKING,NAILERS AND ROU GH FRAMING HARDWARE AS REQUIRED. DRAWINGS AND AS DIRECTED BY THE ARCHITECT, 4. FACE BRICK IS TO,BE OF TYPE,SIZE AND COLOR AS INDICATED ON THE DRAWINGS 5. PROVIDE ALL REQUIRED 2 X FIRE BLOCKING AS SPECIFIED IN SECTION 602.8 OF RESIDENTIAL CODE OF NEW YORK 287 Bowman Avenue,Suite 208, 4. ALL CONCRETE IS TO BE FORMED,UNLESS OTHERWISE APPROVED BY THE ARCHITECT. CONFORMING TO A.S.T.M.C-216"FACING BRICK(SOLID MASONRY UNITS MADE FROM STATE,WHERE PARTITIONS ARE TALLER THAN 8'-0",INSTALL 2X FIRE BLOCKING"CATS"AT MID POINT. Purchase NY 10577 5. OBTAIN CONCRETE MANUFACTURER'S CERTIFICATES OF COMPLIANCE SHOWING CONCRETE CLASS, CLAY OR SHALE). 6. ALL NEW LUMBER SHALL BE DOUGLAS FIR#2 OR BETTER,WITH MIN.FB=1250 PSI AND E 1,500,000 PSI. Y EXISTING DOOR 7. ALL LUMBER SHALL BEAR VISIBLE GRADE STAMPING AND BE KILN DRY. AGGREGATE SIZES,ADDITIVES USED AND FIBER MESH REINFORCEMENT(IF APPLICABLE). 5. MANUFACTURER:OBTAIN ALL CMU FROM ONE MANUFACTURER BEING OF UNIFORM SIZE, p:914.963.3838 f:914,963.3861 6. THE FOUNDATION SUBCONTRACTOR IS TO OBTAIN CONCRETE TEST CYLINDERS FOR EACH CLASS OF COLOR AND TEXTURE FOR EACH CMU TYPE REQUIRED FOR EACH CONTINUOUS AREA 8. ALL BEAMS,JOISTS AND RAFTERS TO BE SET WITH NATURAL CROWN UP. CONCRETE SPECIFIED.TAKE TWO(2)CYLINDERS EACH FOR EACH 150 CU.YDS.OR FRACTIONS AND EACH VISUAL RELATED AREAS. 9. PROVIDE DOUBLE RAFTERS AND HEADERS AROUND ALL ROOF SKYLIGHTS UNLESS OTHERWISE NOTED ON PLANS. e:tj @ h a y n e s d e s g n g r o u p.c o m 2X8MINIMUMHEADERWHEREROUGHOPENINGDOESNOTEXCEEDT_0 e:haynesarchitect@gmail.cam THEREOF.TEST ONE(1)CYLINDER AT SEVEN(7)DAYS AND ONE(1)CYLINDER AT 28 DAYS,CYLINDER 6. MORTAR IS TO BE TYPES'MORTAR IN CONFORMANCE WITH A.S.T.M.C-270"MORTAR FOR 10. PROVIDE(2) NEW DOOR 11. PLYWOOD FOR SUBFLOOR SHEATHING SHALL BE 3l4"AND,518"EXTERIOR ON WALLS AND ROOF SURFACES APA C-C O- TESTS TO BE PERFORMED BY A CERTIFIED TESTING LABORATORY.TEST REPORTS ARE TO INCLUDE UNIT MASONRY'. COMPRESSIVE STRENGTH TO BE 1800 PSI AT 28 DAYS. these documents and all the ideas,arrangement,design. CONCRETE CLASS,SLUMP,GAGE AND LOCATION OF CONCRETE,SUBMIT THREE(3)COPIES OF TEST 7. ALL MASONRY WALLS TO BE PROPERLY SHORED AGAINST WIND AND OTHER LATERAL PLUGGED EXTERIOR OR APA UNDERLAYMENT EXTERIOR.INDEX STAMP SHALL BE VISIBLE ON ALL SHEETS. signs,and plans indicated thereon or presented thereby are REPORTS TO THE ARCHITECT FOR REVIEW AND APPROVAL. LOADS UNTIL FLOOR AND ROOF CONSTRUCTION IS COMPLETELY INSTALLED.THE G.C.IS 12. PLYWOOD SHALL BE NAILED TO JOISTS WITH 8D COMMON NAILS AT 6'O.C.AT EXTERIOR EDGES AND 12"O.C.AT owned by and remain the property of Thomas E.Haynes, INTERMEDIATE SUPPORT. R.A.and no part thereof shah be utllaed by any person,firm, ' \ DOOR TO BE DEMOLISHED 7. THE FOUNDATION SUBCONTRACTOR IS TO SUBMIT FOUR(4)COPIES OF THE STEEL REINFORCEMENT TO ASSUME FULL RESPONSIBILITY FOR MASONRY WALL STABILITY. or corporation for any purpose whatsoever except with the SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL,THE SHOP DRAWINGS ARE TO INDICATE 8. PROVIDE ALL ANCHOR BOLTS WITH NUTS AND WASHERS,IN SIZES AND QUANTITIES 13. USE PLY CLIPS OR OTHER EDGE SUPPORT FOR ALL PLYWOOD SHEATHING. specific written permission of Thomas E.Haynes,R.A.An rights REINFORCEMENT TYPE,SIZES;QUANTITIES,PLACEMENT AND ALL BENDS AND LAPS FOR ALL INDICATED ON THE DRAWINGS,THAT ARE TO BE EMBEDDED INTO MASONRY.ANCHOR 14. PLACE FACE GRAIN IN DIRECTION OF SPAN(TRAVERSE TO JOIST SPAN). reserved FOUNDATION REINFORCEMENT AS INDICATED ON THE DRAWINGS. BOLTS ARE TO CONFORM TO THE STANDARDS OF A.S.T.M,A-307. 15, LEAVE 1116'SPACE AT ALL PLYWOOD PANEL AND JOINTS AND 10 SPACE AT ALL PANEL EDGE JOINTS. X 8, ALL REINFORCEMENT IS TO BE DEFORMED BARS OF INTERMEDIATE GRADE NEW BILLET STEEL A-615 9. COORDINATE INSTALLATION OF ALL EMBEDMENTS PROVIDED BY OTHER TRADES. 16. JOIST HANGERS,FRAMING ANCHORS AND RAFTER ANCHORS SHALL BE HOT DIPPED GALVANIZED,"ZMAX" revisions: WALL TAG GRADE.60 BENDS IN REINFORCEMENT ARE TO BE SHOP FABRICATED.FIELD BENDS WILL NOT BE 10. CONSTRUCT ALL OPENINGS,SLEEVES,CHASES,ETC.REQUIRED BY OTHER TRADES AS GALVANIZED COATED OR STAINLESS STEEL FOR PRESSURE TREATED LUMBER AS MANUFACTURED BY"SIMPSON" 12.20.23_ADDED STUCCO FINISH TO Y PERMITTED. INDICATED ON THE DRAWINGS. OR APPROVED EQUAL,AND INSTALLED ACCORDING TO MANUFACTURER'S DIRECTIONS. 9. ALL REINFORCEMENT STEEL IS TO BE SECURELY WIRED TOGETHER IN THE FRAMEWORK.TWO WAY 11. MORTAR JOINTS ARE TO BE STRAIGHT AND LEVEL.,OF A UNIFORM THICKNESS AND 17. METAL CROSS BRIDGING SHALL BE GALVANIZED STEEL AS MANUFACTURED BY"TECO",'SIMPSON"OR APPROVED WALL AND TREX DECK COLOR PER ARB MATS OF STEEL ARE TO BE TIED AT ALTERNATE INTERSECTIONS BOTH WAYS. DEPTH.THICKNESS TO BE BETWEEN 3/8"AND 112'.JOINTS AT INTERSECTING CORNERS EQUAL,AND INSTALLED ACCORDING TO MANUFACTURER'S DIRECTIONS. 12.26.23_SITE PLAN REVISED AS PER 10. THE FOUNDATION SUBCONTRACTOR IS TO PROVIDE HIGH CHAIRS,SPACERS,SUPPORTS,ETC.AS MUST MEET. 18. PROVIDE W BRIDGING OR SOLID BLOCKING EVERY 8'-0".BOTTOM ENDS OF BRIDGING WALL SHALL NOT BE NAILED UPDATED SURVEY INFO SMOKE DETECTOR NECESSARY FOR THE PROPER PLACEMENT OF THE REINFORCEMENT STEEL, 12. AS WORK PROGRESSES,INSTALL ALL BUILT IN ITEMS SPECIFIED ON THE DRAWINGS AND UNTIL AFTER ENTIRE STRUCTURE IS COMPLETE. CS-) 03.04.24 AS-BUILT-REV.STAIR& -HARDWIRE&BATT.BACK-UP 11. PROVIDE CLEARANCES FROM FACES OF CONCRETE TO REINFORCEMENT AS FOLLOWS: IN THE SPECIFICATIONS. 19. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO JOISTS. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH-T 13. GROUT FOR FILLING CMU CORES SOLIDLY IS TO BE TYPE'M'OR TYPES'MORTAR IN 20. WHERE SHEATHING IS NOT PLYWOOD,DIAGONAL BRACING SHALL BE LET IN AT EXTERIOR CORNERS OR BRACE LAUNDRY EXPOSED TO EARTH OR WEATHER(#5 BARS OR SMALLER)-1 112" CONFORMANCE WITH A.S.T.M.C-476"GROUT FOR UNIT MASONRY'. CORNERS WITH 518'CDX PLYWOOD 4'-0'IN EACH DIRECTION, EXPOSED TO EARTH OR WEATHER(#6 BARS OR GREATER)--2" 14. FILL CMU CORES SOLIDLY WITH GROUT A MINIMUM OF THREE(3)COURSES UNDER EACH 21.CORNER BOARDS,FASCIA BOARDS,DOOR AND WINDOW CASINGS,AND DECORATIVE WOOD ITEMS SHALL BE WOOD Y CARBON MONOXIDE DETECTOR NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH: LINTEL,BEARING!PLATES,EMBEDMENTS OR OTHER SIMILAR CONDITIONS,UNLESS 514"OR 3W NO.1 PINE OF SIZE,STYLE AND DESIGN AS INDICATED ON THE DRAWINGS.BACK PRIME PAINTED TRIM. W/DIGITAL READ-OUT SLABS,WALLS AND JOISTS• --314" OTHERWISE NOTED. 22.EXTERIOR WOOD POSTS SHALL BE PRESSURE TREATED WOOD,SET ON APPROVED TYPE HEAVY DUTY GALVANIZED BEAMS,GIRDERS,COLUMNS 15, PROVIDE PRECAST REINFORCED CONCRETE LINTELS AS INDICATED ON THE DRAWINGS. METAL BASE,ANCHORED IN CONCRETE.BOXED FINISH TO MATCH WOOD TRIM. (PRINCIPAL REINFORCEMENT,TIES,STIRRUPS OR SPIRALS)-1 1/2" AT THE OPTION OF THE G.C.STEEL ANGLES OR STEEL BEAM LINTLES,PROPERLY SIZED 23•WOOD PLATES AND SILLS IN CONTACT WITH CONCRETE FOUNDATION WALLS AND CONCRETE SLABS SHALL BE 12. LENGTH OR REINFORCEMENT SPLICES ARE TO CONFORM TO A.C.I.BUILDING CODE REQUIREMENTS, FOR THE REQUIRED LOADS,MAY BE USED.ALL LINTELS TO BEAR A MINIMUM OF 4"ONTO PRESSURE TREATED WOOD. 75 CFM MECH.EXHAUST FAN-CONNECT TO SEPARATE BUT IN NO CASE ARE THE SPLICES TO BE LESS THAN 30 BAR DIAMETERS OR AS OTHERWISE SUPPORTS. 24.PRESSURE PRESERVATIVES TREATMENT FOR WOOD SHALL BE APPROVED BY LOCAL AUTHORITIES HAVING SWITCH DUCT TO EXTERIOR APPROVED BY THE ARCHITECT. 16,PROVIDE SPANDREL WATERPROOFING AT ALL SPANDREL GIRDERS,STEEL LINTELS, JURISDICTION. 13. WELDED WIRE FABRIC IS TO CONFORM TO A.S.T.M.SPECIFICATION A-185. DOOR AND WINDOW HEADS,AND WHERE EVER ELSE INDICATED ON THE DRAWINGS.USE 25.PROVIDE(3)TXT SPIKED AT BEARING POINTS OF ALL TRIIPLE FRAMING MEMBERS UNLESS OTHERWISE NOTED, 14. ALL SLABS ON GRADE ARE TO BE REINFORCED WITH WELDED WIRE FABRIC 314'DOWN FROM THE FABRIC FLASHING AS MANUFACTURED BY"NERVASTRAL'TYPE SEAL PRUF HD OR AN 26. ALL LUMBER FOR EXTERIOR DECKS AND LUMBER IN CONTACT WITH CONCRETE SURFACES SHALL BE PRESSURE j TOP OF SLAB,AND OVER ANY PIPES OR CONDUITS IN THE SLAB.SIZE AND TYPE TO BE AS INDICATED APPROVED EQUAL.INSTALL AS PER MANUFACTURER'S INSTRUCTIONS. TREATED. _ ELEVATION MARKER ON THE DRAWINGS,BUT IN NO CASE IS THE W.W.F.TO BE LESS THAN 6X6-WI.4/WI.4 W.W.F.FOR 4" 17. PROVIDE VERTICAL AND HORIZONTAL CONTROL AND EXPANSION JOINTS IN ALL SLABS AND 6X6-W2.9-W2.9 W.W.F.FOR 6"THICK SLABS. EXTERIOR MASONRY WALLS.MAXIMUM SPACING TO BE 20'-0"C.C.PROVIDE CONTROL 15. FIBER MESH REINFORCEMENT INTEGRAL WITH THE CONCRETE MIX MAY BE SUBSTITUTED WITH AND EXPANSION JOINTS EVEN IF NOT SPECIFIED IN THE DRAWINGS. - ELEVATION WW.F.IN 4"SLABS ON GRADE, 18. CAULKING FOR CONTROL AND EXPANSION JOINTS TO BE G.E.SILICONE BASE SEALANT 1E W.WF.IS TO LAP ONE FULL MESH SQUARE AT ALL SIDES AND END LAPS AND BE WIRED TOGETHER. OR AN APPROVED EQUAL.INSTALL WITH APPROPRIATE FOAM BACKER ROD IN project title: ELEVATION NUMBER 17. THICKNESS'AND REINFORCEMENT OF STRUCTURAL SLABS ON GRADE DUE TO SPECIAL LOADING ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. REQUIREMENTS SHALL BE NOTED ON THE DRAWINGS. 19. ALL MASONRY WORK IS TO BE REINFORCED WITH GALVANIZED"DUR-O-WAL"JOINT ,-X.X'---DRAWING NUMBER 18, POUR SLABS ON GRADE IN ALTERNATING LANE(CHECKERBOARD)PATTERNS NOT TO EXCEED 800 REINFORCEMENT EVERY 2ND BLOCK COURSE UNLESS OTHERWISE NOTED."DUR-O-WAL" S.F.IN AREA OR MORE THAN 40 FEET IN LENGTH BETWEEN CONSTRUCTION OR EXPANSION JOISTS. IS TO BE PLACED IN THE FIRST AND SECOND BED JOINTS ABOVE AND BELOW OPENINGS PROVIDE DIAMOND SHAPED ISOLATION JOINTS AT ALL INTERIOR COLUMNS.EXPANSION JOINTS ARE AND IN EVERY 2ND BED JOINT THROUGH OUT REMAINDER OF WALL.REINFORCING IS TO TO BE MADE FROM PRE FORMED ASPHALT IMPREGNATED FIBERBOARD. OVERLAP 6"MINIMUM. DETAIL 19. PLACE A MINIMUM OF 4"CRUSHED STONE UNDER ALL SLABS ON GRADE. 20.FOR BRICK OR CMU VENEERS WITH STUD WALL BACKUP,USE CORRUGATED GALVANIZED DETAIL NUMBER 20.INSTALL 6 MIL.POLYETHYLENE VAPOR BARRIER UNDER ALL SLABS ON GRADE,LAP ENDS A MINIMUM BRICK TIES SCREWED TO STUDS AT MAXIMUM SPACING OF 24'O.C.VERTICALLY AND 16' OF 6"AND TAPE. O.C.HORIZONTALLY.(1 TIE PER 3 S.F.OF VENEER FACE AREA MAXIMUM). A-X.XX DRAWING NUMBER 21.PROVIDE EXPANSION JOINTS BETWEEN ALL SLABS AND VERTICAL SURFACES,BETWEEN SIDEWALK 21.PROVIDE"KOR-FIIL"INSULATION IN ALL CMU WALLS EXPOSED TO THE EXTERIOR. \ SLABS AND CURBS,SIDEWALK SLABS AND EXTERIOR WALLS AND IN SIDEWALK SLAB SPACED 22.THE CONTRACTOR IS TO PROTECT ALL MASONRY WALLS FROM COLD WEATHER MAXIMUM OF 10'-0"O.C. INSTALLATIONS TO PREVENT MORTAR FROM FREEZING. O 22.PROVIDE 114"X 1"DEEP SAW CUTS(CUT INTO SLABS WITHIN 24 HOURS OF POUR)OR FORMED JOINT DOOR NUMBER FILLED WITH SEALER AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE ARCHITECT. FIRE/SMOKE DETECTION: CD.j 23.THE FOUNDATION CONTRACTOR IS TO ASCERTAIN THE LOCATIONS OF ALL SLEEVES,INSERTS, 1. SMOKE DETECTING ALARMS ARE TO BE INSTALLED IN EACH SLEEPING ANCHOR BOLTS AND EMBEDMENTS REQUIRED BY ALL OTHER TRADES.SUCH EMBEDMENTS ARE TO ROOM,OUTSIDE EACH SLEEPING AREA AND EACH FLOOR PER SECTION CWX) BE CHECKED FOR COMPLETENESS AND PROPER LOCATION PRIOR TO CONCRETE BEING PLACED. R317 OF THE RESIDENTIAL CODE OF NEW YORK STATE,1#72 AND WINDOW TYPE 24. NOTIFY THE BUILDING DEPARTMENT AT LEAST 24 HOURS PRIOR TO THE PLACEMENT OF CONCRETE ALL OTHER APPLICABLE CODES AND REQUIREMENTS HAVING F�•I FOOTINGS FOR REQUIRED INSPECTIONS. JURISDICTION. 25.CURING OF CONCRETE IS TO START AS SOON AS THE FINISHES WILL NOT BE MARRED THEREBY 2. CARBON MONOXIDE DETECTORS AS REQUIRED BY THE RESIDENTIAL CODE Q �j DELAYING THE CURING PROCESS WILL NOT BE PERMITTED. OF NEW YORK STATE AND LOCAL CODES AND ORDINANCES ARE TO BE V SCOPE OF WORK TAG 26. ALL COLD WEATHER CONCRETE TO BE PERFORMED IN ACCORDANCE WITH ALL RECOMMENDATIONS INSTALLED IN THE IMMEDIATE VICINITY OF BEDROOMS ON THE LOWEST OF THE A.C.I.PROVIDE AND INSTALL TEMPORARY INSULATING BLANKETS AS REQUIRED TO PROTECT FLOOR OF THE DWELLING UNIT CONTAINING BEDROOMS.AT LEAST ONE(1) CONCRETE FROM FREEZING.CORROSIVE ADMIXTURES SUCH AS THOSE CONTAINING CALCIUM CARBON MONOXIDE DETECTOR SHALL BE PROVIDED IN EACH DWELLING .•...� r••i•( (PXX PLUMBING TAG CHLORIDE MAY NOT BE USED. UNIT,CO ALARMS ARE TO COMPLY WITH UL 2034-2002(SINGLE AND 27. PROVIDE NON-SHRINK GROUT UNDER ALL LEVELING PLATES AND BEARING PLATES. MULTIPLE STATION CARBON MONOXIDE ALARMS,SECOND EDITION. O 28. APPLY TROWEL FINISH TO ALL MONOLITHIC SLAB SURFACES EXPOSED TO VIEW OR RECEIVING FLOORING,VARIATIONS IN FLOOR SLABS ARE NOT TO EXCEED 118'IN 10'-0"UNLESS SLAB PITCHES ,O CEXX EQUIPMENTTAG TOWARD FLOOR DRAIN. 29. APPLY NON-SLIP BROOM FINISHES TO ALL EXTERIOR WALKS,GARAGE FLOORS AND ELSEWHERE AS INDICATED ON THE DRAWINGS. 30. INSTALL CONCRETE SLAB SEALER TO ALL INTERIOR SLABS EXPOSED TO VIEW NOT RECEIVING FINISH TAG FINISHES TO PREVENT DUSTING U.O.N. L-X-- ABBREVIATIONS: 7� U A/C AIR CONDITIONING CUR. CLEAR EQUIP. EQUIPMENT GEN. GENERAL Ml MOUNTED QUAN. QUANTITY S SMOKE DETECTOR O W ACOUS, ACOUSTICAL Cl OPG. CLEAR OPENING EXH. EXHAUST GL. GLASS OR GLAZED MUL. MULLION RlA RETURN AIR STOR. STORAGE ACOUS.T ACOUSTICALTILE COL. COLUMN EXIST. EXISTING GYP. GYPSUM M.TH. METAL THRESHOLD RAD. RADIUS TECH. TECHNICAL ADJ. ADJUSTABLE CONIC. CONCRETE EXPAN. EXPANSION EXPOS GW6, GYPSUM WALL BOARD MIC, MICROWAVE RECEP. RECEPTACLE TEL. TELEPHONE O ALUM. ALUMINUM CONN. CONNECT EXT, EXTERIOR HGT. HEIGHT IN) NORTH REFF. REFERENCE TEMPO. TEMPERED ALT. ALTERNATE CLNST. CONSTRUCTION ELECT. ELECTRICAL H.M. HOLLOW METAL N. NEW REF REFRIGERATOR TEMP.GL. TEMPERED GLASS �( ANOD. ANODIZED CONT. CONTINUOUS F.ALM. FIRE ALARM HORIZ. HORIZONTAL NEG, NEGATIVE REFL. REFLECTED THK. THICKNESS) ^ APPVD. APPROVED COR. CORNER FABR. FABRICATE HVAC HEATING,VENTILATION I NOT IN CONTRACT REINF. REINFORCED TYP. TYPICAL APPROX. APPROXIMATE CORR. CORRIDOR F.E. FIRE EXTINGUISHER &AIR CONDITIONING NO.(OR#) NUMBER RESIL. RESILIENT T.M.E TO MATCH EXISTING ARCH. ARCHITECT or C.T. COUNTERTOP F.E.0 FIRE EXTINGUISHER H.W. HOTWATER N.T.S NOTTOSCALE REQ. REQUIRED U.L UNDERWRITERS ARCHITECTURAL CTR. CENTER CABINET LD INSIDE DIAMETER O.A OVERALL R.H. RIGHT HAND LABORATORY AUTO, AUTOMATIC C.W. COLD WATER FIN.FL. FINISH FLOOR INCL. INCLUDE(D)(ING) O.0 ON CENTER RM. ROOM UTIL UTILITY AVG, AVERAGE D.A. DOUBLE ACTING F.H.0 FIRE HOSE CABINET INFO, INFORMATION O.D OUTSIDE DIAMETER RND, ROUND IIO.N UNLESS OTHERWISE NOTED GENERAL NOTES & AND DEPT. DEPARTMENT FIN, FINISHED) INT. INTERIOR OFF. OFFICE R.O. ROUGH OPENING VERT. VERTICAL A.F.F. ABOVE FINISH FLOOR DET. DETAIL FLR. FLOOR JAN. JANITOR O.H OPPOSITE HAND OPNG, REV. REVISION VEST. VESTIBULE ABV. ABOVE D.F. DRINKING FOUNTAIN FLUOR. FLUORESCENT JT. JOINT OPR OPPOSITE (S) SOUTH V.I.F VERIFY IN FIELD BD. BOARD DIA. DIAMETER F.O.0 FACE OF CONCRETE LAM, LAMINATE ORIG. ORIGINAL SCHED. SCHEDULE VOL, VOLUME seal:Architect Thomas E.Haynes original 10-23-2023 BLDG. BUILDING DIM. DIMENSION F.O.F FACE OF FINISH LB(OR#) POUND PART.BD. PARTICLE BOARD SECT. SECTION A WEST filing date: BLKG. BLOCKING DIV. DIVISION F.O.G FACE OF GYP.BD. L.H. LEFT HAND RLAM. PLASTIC LAMINATE SIM. SIMILAR W/ WITH ��aED Aig, drawn by: BRKT. BRACKET ON. DOWN F.O.S FACE OF STUD LAV. LAVATORY PLAS. PLASTER SQ. SQUARE W.0 WATER CLOSET BRZ. BRONZE DR. DOOR F.O.W FACE OF WALL MAINT. MAINTENANCE PLYWD. PLYWOOD SQ.FT OR SF. SQUARE FEET W.LC WATER IN CLOSET o� r2�M checked by: BSMT. BASEMENT DWG. DRAWING FIR, FRAME MAX. MAXIMUM PNL. PANEL STL. STEEL WD. WOOD F�0-4 drawing no.: CAB. CABINET DI DRAWER F.S. FULL SIZE MECH. MECHANICAL PR. PAIR S.S. STAINLESS STEEL WIND. WINDOW # C.C. CENTER TO CENTER (E.) EAST FT, FOOT OR FEET M.C. MAIL CHUTE PREFAB. PREFABRICATED STD. STANDARD W.H. WATER HEATER CER. CERAMIC ELEC. ELECTRIC FAR FLOOR AREA RATIO MTL METAL PROJ. PROJECT STRUCT. STRUCTURAL W10 WITHOUT Q� 3761 Q CLKG. CALKING ELEV. ELEVATION F-F FACE TO FACEFURRJ MEZZ. MEZZANINE PTN. PARTITION SUSP. SUSPENDED W.S WEATHERSTRIPPING FNE��I C.L. CENTER LINE ELEVR. ELEVATOR FURRING MGR, MANAGER PTD. PAINTED SYMM. SYMMETRICAL WV. WOOD VENEER CLG. CEILING ENGR. ENGINEER FIXT. FIXTURE MIN. MINIMUM PWG. PAINTED WOOD&GLASS SYS. SYSTEM YD. YARD CLOSET EQ. EQUAL GA. GAUGE MISC. MISCELLANEOUS QUAL. QUALITY SPL. SPLASH )0 MBER: 2362 a.o2 SITE WORK NOTES: -EXISTING EXTERIOR WALL SITE WORK GENERAL NOTES: 5b"HI6H 41 GR 6OMP051 VE j EXISTING SIDING 1. ALL EXTERIOR CONCRETE TO BE 3,500 PSI(MIN.) RAILING W HORIZONTAL _ _ 2. ALL PROPERTY LINE LOCATIONS TO BE STAKED OUT AND VERIFIED PRIOR TO COMMENCEMENT -'- BALUSTERS SPACED LE55 EXISTING EXTERIOR SHEATHING WRAP LAPPED OVER THAN 4"CLEAR-TYP PROVIDE FLASHINe A5 REftNRED -----_---s wALL %- FLASHING OF WORK,PROPOSED DRIVEWAY ENLARGEMENT TO REMAIN A MIN.OF 3-0"TO SIDE PROPERTY TREX.DECKING SEE _ 4"X4"P.T.NO.POST OF 5b' -SEE FLA5HING DETAIL LINE PLAN - �- HIGH GUARD RAILING AT DECK (�\ _ --FxlsnNa FLOOR -COPPER OR ALUMINUM FLASHING 3. NO WORK TO TAKE PLACE BEYOND EXISTING PROPERTY LINES INCLUDING POURED CONCRETE STRON6TIE DTT2Z TREX DECKING AS SELECTED B'f" _\ JOISTS -CARRY UPBUILDING WALL B'MM, FOOTINGS PA.bWOOD BAND J015T5-SEE OWNER _ INSTALL slMPsoN - - PLAN r-oR SIZE INSTALL GA-TYPICAL A ALL IA t L C )� 4. ALL CONCRETE FOOTINGS TO BE A MINIMUM OF 42"BELOW FINISHED GRADE AZE,<TRIM RROUND ExTERIOR BEYOND-TYPICAL AT AEI_AT AI_I_ ZMAX IA C-ce Deck n._usH WOOD JOIST GOND1 T1oN5 - 5. NEW WALL FOOTING AT EXISTING DWELLING TO BE STEPPED DOWN TO LEVEL OF EXISTING HOC F Tie ry z DOA. -- -FADE or-BAND JOlsrs / HOUSE FOOTING AND DOWELED INTO EXISTING AS REQUIRED-SEE DETAILS IF REQUIRED. HAYNES ARCHITECTURE HOC TEREADCD ROD _ I 1 FASTEN HE TO JOIST _ 6. NO RETAINING WALL MAY EXCEED 6'-0"IN HEIGHTAND SHALL BE VERIFIED IN THE FIELD AND '! (5)STAINLE55NE'EJO SCREWS P.C. w/W/25 SOS`trews AT EACH BAND J015T/POST P.T.WOOD JOISTS-SEE FRAMING PLAN GALV.TECO JOIST HANGER-TIP. ZMAX FIB n-TrP.ALL _ -_.LOCATION - - ---EACH JGISr COORDINATED WITH EXISTINGIPROPOSEDCRADES. POST/v Fin! 7. ANY PROPOSED CULTEC UNITS IF REQ'D TO MAINTAIN 10'-0"MIN,FROM ALL PROPERTY LINES 287 Bowman Avenue,Suite 208, I WTIONS `--- ---- (2)I/2'DIA.GALVANIZED INSTALL 51MPEON 5TRONGTIE DTT2Z ZMAX -2)(-LEDGER SEE PLAN FOR SIZING ( ) Purchase NY 10577 LOGA THREADED ROD-5 WITH n ` 8. ARCHITECT TO BE NOTIFIED OF ANY FOUND DISCREPANCIES. / WA5HFR5 4 BOLTS 14 READ Deck Pension Tie W/Y"PIA.HD6- � GOU - - -/ THREADED ROD(MIN 150"l,APAGITY)®4 -"�--- EXISTING FOUNDATION JOIST FRAMING LOGA'IONS EVENLY 015TRIBUTED ALONG " WALL -SEE PLArI DECK a(u WITHIN 2 of EACH END OF THE ` STAGGER GG R BOLT ZED ac C, p:914.963.3838 f:914.963,3861 LED GER-rENSION TIE DEVIGE TO FULLY __.._-STAGGER BOLTED@16"O,C, EROSION CONTROL GENERAL NOTES: \ I 1. ALL EROSION CONTROL AND SEDIMENT CONTROL PRACTICES DURING CONSTRUCTION SHALL BE e:tj@haynesdesigngroup.com ENGAGE DESK JOIST PER HOLD-DOWN e:haynesorchitect@gmail.com MANur-AGTURER V45- N TIE ro Jo15r w/ `'_ _-PEEL a STICK BITUIHwouS INSTALLED IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL BEST MANAGEMENT NOTE:EDovO(E PRESSURE TENSION IIFs To BF PROVIneD AT rues sns LED6Es-0LTE FIN1=,H PRACTICES MANUAL 1991 EDITION,NYS DEC'S REDUCED IMPACTS OF STORM WATER RUNOFF 'CREATED BLOCKING WHERE 2-2 n',P.T.LEDGER BOLTED l'O MEMBRANE REOUIRED-PHRU BOLT WITH ALI_JOIST TO I_ED6ER CONNECT IONS EXISTING&/IDING WALL WITH I/z"DIA.6ALV.THRU BOLrs LEDGERLOK LEDGER BOARD ? Ex15rING SILL PLATES FROM NEW DEVELOPMENT AND CITY REGULATIONS. These documents and all the ideas,arrangement,design, 2. EROSION CONTROL AND SEDIMENT CONTROL MEASURES SHALL HAVE THE FOLLOWING: signs and plans indicated thereon or presented thereby are a WASHERS FASTENER-5/16"�lex)®16"06. owneC by and remain fne property of Thomas E.Haynes,. -STAGGeRED •EROSION CONTROL AND BARRIERS-SILT FENCES AND/OR HAY BALES R.A.and no art thereof shall be utilized b an DECK POST/GUARD DETAIL A' DECK @ EXTERIOR WALL FLASHING @ DECK/EXTERIOR p y ceps with the •SEDIMENT TRAPS or corporation for any purpose whatsoever except with the _ _ •SOIL STABILIZATION specific written permission of Thomas E.Haynes,R.A.All rights reserved SCALE.1-1'-O" SCALE.1'=V-0" WA=E-TAIL SCALE:1"=1'-0" •TRACK PADS(CONSTRUCTION ENTRANCE) DUST CONTROL revisions: •SOIL STOCKPILE AREAS RINGED WITH SILT FENCE 3. A TRUCK CONSTRUCTION ENTRANCE PAD SHALL BE INSTALLED AT THE CONSTRUCTION SITE 12"20.23_ADDED STUCCO FINISH TO -- ENTRANCE TO REMOVE SEDIMENT CAPTURED ON THE TRUCKS ENTERING AND LEAVING THE SATE. SEE EROSION CONTROL DETAILS FOR ADDITIONAL INFORMATION, WALL AND TREX DECK COLOR PER ARB Alternate attachment of hold-down 4. AREAS NOT SUBJECTTO ONGOING EARTHWORK OR CONSTRUCTION,SOILS ARE TO BE SEEDED 12,26.23_SITE PLAN REVISED AS PER AND MULCHED TO REDUCE THE AMOUNT OF SOILS EXPOSED TO RAINFALL. UPDATED SURVEY INFO anchors to framing members 5. DURING PERIODS WHEN SOILS BECOME DRY AND SUBJECT TO BECOME AIRBORNE,WATERING are possible per manufacturers SHALLBE UTILIZED TOSPRAYAND MOISTEN THE SOILS.(SUBJECTTODR000HTWATERING 03.04.24 AS-BUILT-REV.STAIR& Instructions- RESTRICTIONS). LAUNDRY 6. EXPOSED SOIL STOCKPILE AREAS TO BE RINGED WITH FILTER FABRIC FENCING.STOCKPILES see FIGURE 24 for guard ' hold-down anchor SHALL NOT BE LOCATED WITHIN 50 FEET OF SLOPES,ROADWAYS OR DRAINAGE FACILITIES.ALL component attachment \ EXPOSED SOIL STOCK PILES SHALL BE COVERED AT THE END OF EACH DAY TO PREVENT SOIL requirements --joists ', EROSION AND SOIL LOSE FROM RAINFALL EVENTS. -NEW 36"HIGH GUARD RAIL/POSTS •t=h I-guard)past 7. ALL EXPOSED MASS EXCAVATION AREAS AND OPENING TRENCH AREAS SHALL BE COVERED AT SEE DETAILS L5 guard ast f align guard 1 � post at oist �- THE END OF EACH DAY TO PREVENT SOIL EROSION AND SOIL LOSE FROM RAINFALL EVENTS.CUT g p / I ��, V V I AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER TO MINIMIZE EROSION. I 1 --INSTALL NEW 36°I-i16H j,r,;a. J OCatlan5 8. OFF SITE PAVED ROADWAYS SHALL BE KEPT CLEAN AT ALL TIMES. _ NOTE:GUARDRAIL Po5r5 MUST NOT I I - rim joist �_1 9. ALL CATCH BASIN INLETS AND TRENCH DRAINS SHALL 8E PROTECTED WITH HAY BALES. BE NOTCHED AND MUST WITHSTAND I GUARD RAIL/POSTS AS min.2x8 n d SELECTED BY DINNER (nom.)` d 10. ALL CONTROL FACING OPERATIONS SHALL DISCHARGE THROUGH A SOIL EROSION AND SEDIMENT tl / 200 I_t35 OF FORGE ANYWHERE hold-down anchor ��, �-dm joist CONTROL FACILITY. ALONG TOP PER TABLE R301.5 joist -rim joist 1 min.2',x8(nom.) 11. SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED ON A 5/32"STAINLESS STEE L GABLE - - �Imin.2x8(nom.) DAILY BASIS TO INSURE THAT TEMPORARY AND PERMANENT DITCHES,PIPESAND STRUCTURES RAILIN55 TYP!GAL ALL RAILINGS _ r t= 1,2`1" •min. L ARE CLEAN OF DEBRIS,THAT EMBANKMENTS AND BERMS ARE NOT BREACHED,AND THAT ALL MAXIMUM SPACING 3"ON CENTER NEW P.T.WDAOIST� PROPOSED RIM JOISTS-SEE FRAMING PLAN/ minimum 12)1/2" __ hold-down anchor DETAILS diameter through- -1f2"min.and 5"max. HAY BALES ARE INTACT. j/ - 2'X2"METAL RAIL POST-T P. SEE PLAN 12. DUST SHALL BE CONTROLLED BY SPRINKLING OR OTHER APPROVED METHODS. AZEK FASCIA BOARD bolts and washers min. i BOLT P05T TO P.T.BLOCKING AS REQUIRED TO at joist location between joists EXCAVATION AND GRADING GENERAL NOTES: % SECURE RAIL POST.-SEE MANUFACTURE 5PEG5 PROPOSED SIRDER-SEE FRAMING PLAN! SECTION PLAN VIEWS 1. THE SITE CONTRACTOR IS TO PROVIDEALL LABOR MATERIALS,TOOLS AND EQUIPMENT FOR project title: ZZ P.T.RIM J015T-SEE PLAN DETAILS EARTHWORK AS INDICATED ON THE APPROVED DRAWINGS. P T 2. THE SITE CONTRACTOR IS TO EXAMINE EXISTING SITE CONDITIONS,SOIL CHARACTERISTICS, / ..WOOD JOISTS SEE PLAN GUARDRAIL HOLD DOWN REQUIREMENTS @ RIM JOIST CONTOURS,TREE AND UTILITY LOCATIONS,AND OTHER OBSTRUCTIONS THAT MAY BE i -2 X 6 COMP051 TIEDEC,KIN6 3. CLEARING O EXCAVATION.EARINGAND GRUBBING:THE ENTIRE IS TO BE CLEARED OF ALL VEGETATION,RUBBISH, •• WHEN JOISTS ARE PERPENDICULAR FENCES,ABANDONED UNDERGROUND PIPING AND OBSTRUCTIONS. 41 -- 4. REMOVE ALL STUMPS,ROOTS AND DEBRIS TO A DEPTH OF 24'IN THE AFFECTED AREA. /� SCALE vz=1'-0" 5. STRIP ALL TOPSOIL AND ORGANIC SOILS FROM THE SITE.STOCKPILE AWAY FROM THE BUILDING IL SITE AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE ARCHITECT.DO NOT BURY SEE DECK PLAN FOR FRAMING INFO see FIGURE 24 for guard 'guard posts can be installed as BASES OF TREES SCHEDULED TO REMAIN.PROTECT TREES TO REMAIN AS REQUIRED. THRU EOLT WITH SALV. DIA. e \ EXIST.GRADE - -- -- component attachment shown in Figure 26(k7elweenjoSisl 6. EXCAVATING AND TRENCHING OF UTILITY LINES IN LOCATIONS INDICATED ON THE SITE PLAN BOLTS STAGGERED(Ib"O.G. z guard pasts may be DEPTHS TO BEAS REQUIRED FOR FROST PROTECTION,PITCH AND UTILITY COMPANY O requirements If blocking is installed as shown below located on either side r REQUIREMENTS. �6"X6"P.T.WOOD POSTS-SECURF_TO 14" within 12"of each side of the post of the outside-joist 7. GRADE AREA TO ROUGH GRADES SLOPED PER SITE PLAN GRADING.SUB GRADES ARE TO BE 6' .�••i _ 4"X4"SOLID P.T.L A POST ON N DIA.3,500 PSI POURED GONC,RETE 1 <t -------------- , BELOW LAWNED AREAS,AND 6"BELOW ASPHALTIC PAVEMENTS.SEE BACK FILLING AND FOUNDATION WAl_I_AND OR 50N0-O-TUBE PIER(42"DEEP MIN.BELOW FOOTING-SEE PLAN a (SRADE)-SECURE P05TS TO PIER IJ at first Interior bay,provide 2x blacking at guard pasts COMPACTION NOTES FOR ADDITIONAL INFORMATION. �..t SALV.SIMPSON PO5T/BASE CONNECTORS guard post �' with hold-down anchors;attach blocking with 1Qd 8. EXCAVATE FOR BUILDING FOUNDATION IN AREA INDICATED ON THE SITE PLAN.BOTTOM OF t /ti AND Y2" .DIA(3ALV.ANCHOR BOLTS-TYP. ; threaded nails top and bottom,each side ` FOOTING ELEVATIONS AREAS INDICATED ON THE CONSTRUCTION DOCUMENTS.SOIL AT BOTTOM - / OF FOOTING TO BE ACCEPTABLE,UNDISTURBED SOIL OF BEARING CAPACITY INDICATED. SECTION EACH SIDE (2)1f2"dla.through- j outsldejoist- 9. IF SOIL AT BOTTOM OF FOOTING ELEVATION IS NOT SUITABLE FOR BEARING OF FOOTING, +-4 DECK R/�I L,I N G V E�jT I O - r' min 2X8(nom.) �' REMOVE SOIL AS REQUIRED AND BACK FILL WITH APPROVED FILL AND COMPACT TO 95%OF r--•� VJ �1 - -- L 2 mI r MAXIMUM DENSITY. -- bolts an washers-, - - -- Alternate attachment a bald-down .r I 10. AT THE APPROPRIATE TIME,THE SITE CONTRACTOR IS TO SPREAD STOCKPILED TOPSOIL OVER D T TO FOOTING DETAIL cOG�LrC: /2 I1=I_o ll SCALE.uz t'-G'• _ �" anchors to framing members DISTURBED AREAS TO A MINIMUM THICKNESS OF 6"AFTER COMPACTION.GRADE TO MEET 2-1f2"min.and S"max. possible per manu€acturer's FINISHED GRADES AS INDICATED ON THE SITE PLAN.TOPSOIL IS TO BE FREE of ROCKS LARGER .r•..� 2"min.� Instructions._ fN THAN 31n.IN DIAMETER,TREE ROOTS,STUMPS AND OTHER UNACCEPTABLE DEBRIS. O f guard past` 11, ANY REMAINING SUB SOIL OR TOPSOIL FROM EXCAVATION PROCESS IS TO BE LEGALLY P outside-joist-✓ SECTION PLAN VIEW DISPOSED OF OFF SITE. O min.2x8(nom.) 12.SEED DISTURBED AREAS WITH SEED MIXTURE AS INDICATED ON THE SITE PLAN. • BACKFILLING AND COMPACTED FILL GENERAL NOTES: M 1. PLACEMENT OF FOOTING TO BE ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF 2000 •P`� �I•� P APPROVED COMPACTED FILL AS OUTLINED BELOW, 4-4 2. PLACEMENT OF FLOOR SLABS AND PAVEMENTS ARE TO BE PLACED ON COMPACTEDUNPAVED AREAS ARE FILL AT 95°k OF DENSITY COMPLYING WITH ASTM D1 557.LAWNHAVE GUARDRAIL HOLD DOWN REQUIREMENTS @ RIM JOIST C MI AMUM CTED FILL OF90%OF MAXIMUM DENSITY.PRO DEN MAXIMUMPERCENTAGE OFO DENSITY AS WHEN JOISTS ARE PARALLEL 3. BACKIFILLING AND COMPACTION AT FOUNDATION WALLS AND PIERS ARE TO BE PERFORMED ON O --- - _ -- _ EACH SIDE SIMULTANEOUSLY.DIFFERENCES IN FILL ELEVATIONS ARE NOT TO EXCEED 8'ON EITHER 1 SCALE 1/2•-1-0" SIDE OF THE FOUNDATION AT ANY TIME v 4. BACKFILLING AGAINST BASEMENT FOUNDATION WALLS SHALL NOT BE DONE UNTIL CONCRETE OR MORTAR HAS CURED AT LEAST 7 DAYS AND THE BASEMENT SLAB AND FIRST FLOOR DECK IS LATIG'�HE-6UPED)-L N-MBRANE-TO BE 1030" r� O NOTE:WALL HEIGHT SHALL NOT EXCEED 30" INSTALLED.OR IF THE CONTRACTOR PROPERLY BRACES THE BASEMENT WALLS TO RESIST THE SOIL V J THIGY WHEN CURED)-LOAD BEARING-TO BE INSTALLED "NO HANDRAIL REQ. OVER Or FLOORBOARD-RUN MEMBRANE BELOW ALL PRESSURES OF THE BACKFILLING OPERATIONS, 1 NEW wALL 60N5TRUCTNON AND 5EAL ALL FA5TENERS 5. AT NO TIME SHALL BULLDOZER,CONCRETE TRUCKS OR OTHER.HEAVY EQUIPMENT BE PERMITTED 1 Z'PORCELAIN PAVER OVER -WATERPROOFING MEMBRANE 15 TO TURN UP A MINIMUM / TO APPROACH FOUNDATION WALLS CLOSER THAN8'-0". ^ r� 4"THK.CONC.SLAB W/#4 OF 6"AT ALL wALL LOCATIONS-SEE MANUFACTURER'S 6. SOILS FOR BACK FILLING AND COMPACTION ARE TO BE FREE OF ORGANIC MATERIAL,ROCK OR �"'•'1 BARS @ 12"O.C.EACH WAY 1.6'STONE COPING OVER CONCRETE BLOCK WALL 5PEG5 FOR IN5TA.LLATION INSTRUCTIONS LUMPS GREATER THAN 6",OF PREDOMINATELY GRANULAR NON-EXPANSIVE SOILS,FREE OF ROOTS O / 10"THK.CONCRETE BLOCK WALL W/ MORTAR BED OVER AND OTHER DELETERIOUS MATTER SUBJECT TO THE APPROVAL OF THE SOILS ENGINEER AND OVER 4"GRAVEL BASE AND EXISTING GRADE - ,�-_._�,- - COMPACTED FILL t•,,t,t:,,I 44BARSVERT,@WO.C.-FILL BLOCK r-ILTER FArRIc ARCHITECT. CURB-CARRY I;11 IN SOLID WI GALV.DURA-A-WALL TILE OVER GI-MENT wALL BOARD WATERPROOt 1N6 7. SOIL MOISTURE TO BE WITHIN OPTIMUM MOISTURE CONTENT BEFORE COMPACTING MOISTEN OR I _ MEMBRANE UP AND AERATE EACH LAYER TO PROVIDE OPTIMUM MOISTURE CONTENT-ANY SOIL WHICH IS T00 WET TO EVERY 2ND COURSE ON 24"WIDE X 12" CARRY WATERPROOFING _ OVER CURB COMPACT MUST BE REMOVED,STOCKPILED AND SPREAD AND ALLOWED TO DRY PRIOR TO THICK CONCRETE FOOTING 3'6"MIN MEMBRANE UP AL u L WALLS -TILE I PLACEMENT. BELOW GRADE WITH 3#5 BARS CONT. ro A POINT 6"MINIMUM j, IN5TALL OATEY HERGULE5 �• - Y ) zT1 FLOORING / 8. PLACE BACK FILL IN LAYERS NOT TO EXCEED 8"IN LOOSE DEPTH. 7{ t� _ > _ a# y NEW PAVER PATIO SEE DETALI ABOVE THE CURB-TYPICAL --, i / VINYL SHOWER PAN LINER 9. DO NOT PLACE BACK FILL MATERIALS ON SURFACES THAT ARE MUDDY,FROZEN OR CONTAIN FROST. HY ,NhH 12"MIN GRAVEL- OVER CURB-CARRY WALL - ---- %IF REQUESTED BY THE ARCHITECT PROVIDE THE SERVICES OF A CONSTRUCTION SOIL ENGINEERED _ SOUNDPROOFING UNDER GENERAL NOTES �} BEHIND WALL o w, INSTALL CEMENT STUCCO FINISH OVER VINYL PAN LINER AND CURB TO DO ONE FIELD SOIL DENSITY TEST FOR EVERY 2000 S.F.OF PAVED AREA,BUT NOT LESS THAN 3 -a _ /',,;!t YP. TESTS.PROVIDE TO THE ARCHITECT A WRITTEN REPORT PREPARED BY THE SOIL ENGINEER m GALVANIZED WIRE LATH-TYPICAL ALL CERTIFYING THAT THE COMPACTION REQUIREMENTS HAVE BEEN OBTAINED.STATE IN THE REPORT HAUNCH SLAB AS j °' EXPOSED SIDES-PAINT COLOR TOMATCIH ^ zT) SEAMLESS oATEY HERGULE5 z THE AREA OR FILL OR EMBANKMENT,THE COMPACTION DENSITY OBTAINED,SOIL MOISTURE 10 23 2023 SHOWN TYP. - n- NEW SIDING G seal:rLroriteatrnomasE.Haynes original VINYL MEMBRANE IN SHOWER CONTENT AND THE TYPE OR CLASSIFICATION OF THE FILL MATERIAL PLACED. filing date: 01 PAN-IN5TALL APPROVED TYPE 11. IF IN THE OPINION OF THE SOILS ENGINEER OR THE ARCHITECT BASED ON THE REPORTS OF THE Q"Ef)aRC CORNER DAM AND ADHE51VE -1 TESTING LABORATORY,SUB GRADE OR FILLS WHICH HAVE BEEN PLACED ARE BELOW SPECIFIC �cz� 6 yq yjh drawn by: h AT ALL CORNERS-LINER TO COMPACTION DENSITY,PROVIDE ADDITIONAL COMPACTION AND TESTING AS REQUIRED TO BRING o� ry E checked b 6� RUN UP PERIMETER WALLS 6 IN. SOIL COMPACTION UP TO SPECIFIED REQUIREMENTS. �N C7 y PATIO DETAIL MINIMUM 12. OBTAIN THE CONSTRUCTION SOIL ENGINEER AND THE ARCHITECTS APPROVAL OF THE SUB GRADES rowing no.: AND FILL LAYERS BEFORE SUBSEQUENT CONSTRUCTION IS PERMITTED. 370 ,y0 RETAINING WALL SECTION FNE SHOWER PAN DETAIL JOBN NUMBER. SCALE:1/2"=V-0" -- - Sr-ALE: 1 2362 CULTEC RECHARGER 330XL SPECIFICATIONS -GENERAL CULTEC RECHARGER 330XL CHAMBERS ARE DESIGNED FOR UNDERGROUND STORMWATER MANAGEMENT.THE CHAMBERS MAY BE USED FOR RETENTION,RECHARGING,DETENTION,CONTROLLING THE FLOW OF ON-SITE STORMWATER RUNOFF. CHAMBER PROPERTIES JOINTS IN FILTER FABRIC SHALL BE SPLICED \\ 1. THE CHAMBERS WILL BE MANUFACTURED BY CULTEC,INC.OF BROOKFIELD,CT(203-775-4416). AT POSTS USE STAPLES,WIRE RINGS,OR \ 2. CONTACT CULTEC,INC.AT 203-775-4416 FOR SUBMITTAL PACKAGES AND TO PURCHASE PRODUCT. EQUIVALENT TO ATTACH FABRIC TO POSTS. 2"x2"BY 14 Ga.WIRE OR 36"HIGH P.T.RAIL POST WI COMPOSITE SLEEVE OVER AND 3. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC RECHARGER 330XL SHALL BE 30.5 INCHES TALL,52 INCHES WIDE AND 102.0 INCHES LONG. EQUIVALENT,IF STANDARD GUARDRAIL-INSTALL STEEL CABLES SPACED YO.G.(MAX.)-TYP. 4. THE STANDARD-DUTY VERSION OF THE CHAMBER COMES STANDARD WITH A 4.75 INCH INLET/OUTLET OPENING;THE HEAVY-DUTY VERSION DOES NOT -- STRENGTH FABRIC USED \, -NOTE INSTALL ' 'DIA.GRASPABLEHANDRAILFROM -- / COME WITH APRE-DRILLED INLET/OUTLET.MAXIMUM INLET OPENING IS 18 INCHES. GUARDRAIL POST TO GUARDRAIL POST-HANDRAIL TO BE 1.5" �\ / DIA.ANDMUSTMAINTAIN 1.5"CLEARANCE TO MEET 5. THE CHAMBER WILL HAVE 15 CORRUGATIONS. HAYNES ARCHITECTURE P.C.FILTER FABRIC \\ 'GRASPABILITY'REQUIREMENTS 6. THE NOMINAL STORAGE VOLUME OF THE RECHARGER 330XL WILL BE 7.459 CF/LF. Z \ 7. THE CHAMBERS WILL BE VACUUM THERMOFORMED OF BLACK HIGH MOLECULAR WEIGHT HIGH-DENSITY POLYETHYLENE(HMWHDPE)IN AN 287 Bowman Avenue,Suite 208, ISO 9001:2000 CERTIFIED FACILITY. Purchase NY 10577 N �\ \, / \ \` 8. CHAMBERS ARE MANUFACTURED WITH AN OPEN BOTTOM,INTEGRALLY FORMED END WALLS AND PERFORATED SIDEWALLS. - �( 9. THE CHAMBERS WILL BE JOINED USING AN INTERLOCKING OVERLAPPING 61a. - 'I OW \ \\ � 0 A ING RIB METHOD.CONNECTIONS MUST BE FULLY SHOULDERED OVERLAPPING p 963 s3S P.914.963.861 D 3 RIBS, 3 THE TRIANGULAR OPENINGS M Y THE ER TREAD IT- I NINGS FORMED B RISER,R a r_n m=TILT n --__-1T =III- - • e.tlC�haynesdesigngroup.com - _ Q AND BOTTOMRALOFAGUARDATTHEOPENSIDEOFA 10. THE CHAMBER'SEND WALL WILL BEAN INTEGRAL PART OF THE CONTINUOUSLY FORMED UNIT,SEPARATE INLET OR END PLATES CANNOT BE USED WITH e:haynesarchilectQgmai.com 1 1;111 III-1-1 1I =1 1=11 I-III=1=1 IIII 11 111=I 11=1 I I-III I,"�G -- STAIRWAY ARE PERMITTED TO BE OF SUCH A SIZE THAT A -III=1=i i__i MIT' z \ \ SPHERE 6 INCHES(152 MM)CANNOT PASS THROUGH.-TYP.ALL THIS UNIT. 19 =1-_ill \\ STAIR RAILINGS 11. ALL CHAMBERS WILL BE ARCHED IN SHAPE AND HAVE EIGHTY-TWO SIDEWALLS OF THE UNIT'S CORE TO PROMOTE INFILTRATION/EXFILTRATION. mesedocuments nand aidth ideas, design. / - � Signs,and plans indicated thereon or presented thereby are 6'MAX. MINIMUM 4"x4"TRENCH 12. CHAMBERS MUST HAVE HORIZONTAL STIFFENING FLEX REDUCTION STEPS BETWEEN THE RIBS. owned byandremoin the property ofThomosE.Haynes, 13. RECHARGER 330XLHD HEAVY DUTY CHAMBERS ARE DESIGNED TO WITHSTAND AASHTO H-20 LOAD RATING(32,000 LBS./AXLE)WHEN INSTALLED or corpono ration f ranypthereo r oii be utilizedwhatsoever exceprson,t the / BAGKFIILL TRENCH WITH �-� - or corporation for any purpose whatsoeverexcept with the NATIVE SOIL OR 3/4-1.5 \ °�}0 ACCORDING TOCULTEC'S MOST CURRENT INSTALLATION INSTRUCTIONS.RECHARGER 330XL HEAVY DUTY UNITS ARE DESIGNATED BY A COLORED STRIPE rervd ittenpermissionofThomas�E.Haynes,R.A.Alirights POST SPACING MAY BE INCREASED WASHED GRAVEL ra><- FORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER. TO 8'IF WIRE BACKING 1S USED c LL 14. RECHARGER 330XL STANDARD DUTY CHAMBERS ARE DESIGNED TO WITHSTAND AASHTO H-10 LOAD RATING(16,000 LBS./AXLE)WHEN INSTALLED revisions: ACCORDING TO CULTEC'S MOST CURRENT INSTALLATION INSTRUCTIONS. 2"x2"WOOD POSTS,STEEL FENCE 12.20.23_ADDED STUCCO FINISH TO -- Q° 15. POLYETHYLENE CHAMBERS MUST HAVE THE ABILITY TO ACCEPT AND CARRY PIPE THROUGH ITS INTEGRALLY FORMED VERTICAL SUPPORT WALL WITHOUT NOTE:FILTER FABRIC FENCES SHALL BE POSTS,REBAR,OR EQUIVALENT - aia°�o i aia° \ THE USE OF SEPARATE PIPE HANGERS.3 INCH ROUND DISCHARGE HOLES BORED INTO THE 416.UNITS WILL HAVE A RAISED INTEGRAL CAP AT THE TOP OF THE WALL AND TREX DECK COLOR PER ARB INSTALLED ALONG CONTOUR WHENEVER POSSIBLE ARCH IN THE CENTER OF EACH UNIT TO BE USED AS AN OPTIONAL INSPECTION PORT OR CLEAN-OUT. 12.26.23 SITE PLAN REVISED AS PER 17. THE UNITS MAY BE TRIMMED TO CUSTOM LENGTHS BY CUTTING BACK TO ANY CORRUGATION.18.REPEATING SUPPORT PANELS AND END WALLS OF THE UPDATED SURVEY INFO ELONGATED CHAMBER SHALL BE SPACED EVERY 7.0 FEET. 03.04.24 AS-BUILT-REV.STAIR& SILT DETAIL LAUNDRY - - CULTEC RECHARGER 330XL HD CHAMBER STORAGE=7.459 CF/FT SC,AI.E:N.T.S TYPICAL WOOD STAIR DETAIL INSTALLED LENGTH ADJUSTMENT=1.5' ALL RECHARGER 330XL HD HEAVY DUTY UNITS ARE MARKED WITH A COLOR STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER. - - MODEL 330XL RHD STAND ALONE - - SMALL RIB LARGE RIB 52,0"1321 m m SILT FENCE [ ] C -'SEE DETAIL _ project title: SMALL RIB LARGE RIB - TD STARTER EXISTING WOOD --- - - PROPOSED UPSET LVL GIRDER STEEL ODEL 330XLT - J- - JOISTS FLITCH PLATES-SEE 1ST FLOOR \ / FRAMING PLAN / � •• 102.0"[2591 mm] _ Aiii I, z i �' �� r 83.7"[2126 mm] - i N � EXISTING WOOD JOISTS a -DIRECTION-VERIFY IN FIELD 3 6°� `4,i N� g- \ � SMALL RIB LARGE RIB �a. e e e e�o _ 1, T- MODEL 330XL IHD IMITERMEDIATE � , SOIL O SMALL RIB LARGE RIB i •O - -- - - 1, f 23 2"(590 mm, 5TOGKPILE SIMPSON STRONG-TIE \ GYPSUM BOARD FINISH ON CEILING ` 4 STOCKPILE DETAIL JOIST HANGERS ABLE TO ACCEPT F24x2 FEED CONNECTOR - - 5G,4LE:N.T.S 5"DIA[127 mm]- SHORE ALL EXISTING FRAMING MODEL 330XL EHD END �I PRIOR TOO DEMOLITION-SAW CUT EACH ` \ WD.JOIST-UPSET NEW HEADER SMALL RIB LARGE RIB \\ O I I � UPSET GIRDER DETAIL'A �I I 30.5"[775mm] � m .--o �A 23.0' 10.5"[267 mm] � � •�--I �""� h�i k mm I_ - _- 52.0"[1321 rnni - Q � O RECHARGER 330XL FINISHED GRADE NATURALLY 4 OZ.NON-WOVEN FILTER FABRIC O HEAVY-DUTY CHAMBER COMPACTED FILL AROUND STONE ^ �� 16.0"MIN.TO 10, 0"MIN. O 12'-0"MAX, // s �'-� STAGGER FASTENERS //\\ -- 6.0"MIN. IN 2 ROWS - 'DISTANCE SHALL BE FERMITTED TO \.// 1\ \ /\ 30.5" *AX it PAIN.FOR X 10 _E I !+t r..= 7 1 a iE= =SCREWS % T 7.5"I`SIN.FOR2X12 - IS �// I / 1 /�\j � I ��_ � , ,�I ,.� �-. vv� DETAILS � �- - TOATT _;'f8LEcrl'02X8 wv BAND J0151 S. // `/' _'_DGEli LAG SCREW OR BOLT 3J4"h11N. \////\\//\\//\//\//\//\//\//\/✓\////\/ \/�\�/\//\//\// \\/ //\//\\//\//\/\\///C\\ /\\/�\//\//\//////\//\\/',!\\ ��/��/��/��/.Y�\\/�.Y/�.Y��/��/��/��/�.YT`/ Seal:Architect Thomas E.Haynes Oflglrtdl 10-23-2023 filing date: j 1"-2"DIAMETER PED A,qC, drawn by: n WASHED CRUSHED STONE �cp �gE,y y/ 12.0"TYP ;.0"- 8.0"- ae1` qy J checked by: For�I.1 inch=25.4 mm. �.r u rawing no.: GENERAL NOTES RECHARGER 330XL BY CULTEC,INC.OF BROOKFIELD,CT. ALL RECHARGER 330XL HEAVY DUTY UNITS ARE MARKED WITH A STORAGE PROVIDED=7.459 Cl PER DESIGN UNIT. COLOR STRIPE FORMED INTO THE PART ALONG THE LENGTH OF Q BOLTING nI REFER TO CULTEC,INC.'S CURRENT RECOMMENDED THE CHAMBER. a76� y0 TYPICAL PICAL BOLTING PATTERN DETAIL INSTALLATION GUIDELINES. ALL RECHARGER 330XL CHAMBERS MUST BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE LOCAL,STATE AND F N� - - -- - - - N._� FEDERAL REGULATIONS. J BER: 2362 A.04 -- ZONING ANALYSIS: G� � tVD GENERAL INFORMATION_ VN % � �� — — — -- _ 0�� = ADDRESS: ZONING DISTRICT; PARCEL ID: NI� Go �° _0 ,l G(� 180 COUNTRY RIDGE DRIVE R-15 29.82-1-30 l� 1 -- - - - HAYNES ARCHITECTURE P.C. 2�12 1� O° —*' USE REQUIREMENTS: 287 Bowman Avenue,Suite 208, �' 1 - — CATEGORY REQUIRED 1 ALLOWED EXISTING PROPOSED Purchase NY 10577 \ \ J 1 ONE FAMILY 1-FAMILY 1-FAMILY rN _C CHANGE 1sta.ss3.3s3a f:914.963.3861 E� F�NGti s u4o WIKR N(IR �m (� �� - e:tl@haynesdesigngroup.com LOT!BULK REQUIREMENTS: e:haynesarchltect@gmall.com y Ih �� N�2 CATEGORY REQUIRED/ALLOWED EXISTING PROPOSED DECK These signs,and Plan; O 1 �1 --- /2 J��•� o LOT AREA SF' 15,DDD SF' __ R.Anaand plans aremain indicated the ideas,arrangement,design, J documents and rq� --[3621 _--- -- icated thereon or presented thereby are 3.77 Vu f 0� 1 O ( ) .FT.10.346AC.}NO CHANGE P o sei,property laeThomas ny person,firm, 6 1 1~� 1 Kw. Ne. REAR YARD-- (FT.) 40' 20-TO DECK specific dw or corpora lion for any m ssp Po Srnoma5 eeHavne except a 9h{ P� _ CHANGE N 1 e 61.58'TO PATIO revisions: U -- --- 12.20.23_ADDED STUCCO FINISH TO QO SIDE YARD(EACH SIDE) FT.) 15, 23.25'TO DECK 29.41'TO PATIO WALL AND TREX DECK COLOR PER ARB ° 77.16'ro DECK12.26.23SITE PLAN REVISED AS PER PROPOSED(1)CULTEC STORMWATER- SIDEYARD(BOTH) FT.) 40'Q ' 76.66'TO PATIO UPDATED SURVEY INFO CHAMBER-CONNECT ALLGUTTERS,! \ - - — P� BUILDING HEIGHT STORY/FT. C 03.04.24 LA BUILT REV.STAIR& LEADERS TO CHAMBERS Wf4"DIA. °y E ( ) 2(30' 3'+l- LOT 47w I I SCHEDULE 40 PVC LEADER \ _ oD�o� o - LAUNDRY _ CATEGORY. RE UIRED/ALLOWED _ PROPOSED PAVER PATIO!, MAXIMUM DIMMENSIONAL REQUIREMENTS: w , (-270SF:SEE DETAILS 1 Q � --_- i E 'EXISTING: PROPOSED: O A N PROPOSED WD.DECK 9 4 1 7 MAX.MAIN BUILDING R 2,411.81 SF. NO CHANGE NO CHANGE SEE PLANI DETAILS 1 COVERAGE%_ -_-__ -_- COVERAGE%ORYBUILDING _ -- OR 527.58 SF. NIA �NIA12"HIGH CONC.RETAINING - __ - _ -WALL-SEE DETAILSMAX.DECK COVERAGE% R 601 95 SF. 1.87%OR 282.48 SF.MAX.IMPERVIOUS to 16 000 LOT SIZECOVERAGE% 0 PLUS(26%OF 3,072.83 SF) 3,820.13 SF. 4,102.61'SF.8.93 SF ALLOWEDE/5r�, _- NO CHANGE - 5.12'w roject title: 7 � MAX.IMPERVIOUS R 5,275.84 SF32.06 NO CHANGEp ICOVERAGE/°IN FRONT YARDSf��,� 00+[(LOT AREA-21,780)"0.114784211� MAXIMUM GROSS FLOOR AREA00+[(15,073 83 21,78D)0.114784211 NO CHANGE NO CHANGE 130.23 SF ALLOWED 2.08'W i ASPI-1` \� N ,cp � Z 2.4'E -� ^n Q�Y NOTE:MAINTAIN 10'-0"MIN,FROM ALL PROPERTY 1 LINES AND STRUCTURES TO CULTEC UNIT �—-----26.36' -- �� ONE w1��ING zz.o' �1 s o 7 1 NOTE:ALL MATERIAL STORED ON SITE FOR PROPOSED WORK Lo w #1�,1 3 .6 SHALL BE STORED ON EXISTING DRIVEWAY OR GARAGE t so `" 1 01, NO MATERIALS SHALL BE STORED IN CLOSE PROXIMITY TO EXISTING TREES `ti °r�o. 1 -NO TREES SHALL BE REMOVED,ALTERED OR DESTROYED DURING DURATION OF CONSTRUCTION 22 A �oNc.i 1 -TREES INDICATED SHALL RECEIVE REQUIRED PROTECTIONS ----------- -SEE PROTECTION DETAIL _ � O IMPERVIOUS SURFACE BREAKDOWN: - O J j _ EXISTING PROPOSED PATIO I RETAINING WALL: 285.13 SF. PROPOSED DECK: 282A8 SF. •r� - 5 IMPERVIOUS J--�**PATIO REMOVED BENEATH PROPOSED DECK: 409.69 SOFT. ?�•I•••11 ` Pis O n / 'n ir � R ______ PROPOSED 204 u J I O / IMPERVIOUS PROPOSED TOTAL 567 61 S.F. o a O' L SURFACE: -409.69 SF.REDUCTION O — (�0 --- - — TOTAL IMPERVIOUS SURFACE: 157 92 SF. 1 13.I 1'E - --- O 2p I' - - O� REQUIRED: oc 35 REQUIRED INCHES OF RAINFALL: 6.00 INCHES r—•I f o 3A' RUNOFF CURVE NUMBER OF 72=2.7 INCHES o 66 200 Ery w z - — _ 6.00 INCHES-2.7 INCHES �(— ill? 3.3 INCHES RAINFALL REQUIRED OR 0.275 --- - - - P.O.B. PROPOSED: � L=52.48 v TOTAL INCREASE TO DETAILS NET IMPERVIOUS SURFACE: 157.92 SQ.FT. X.275 RUNOFF INCH. Seal:Architect Tbo Haynes original 10-23-2023 =43.42 CU.FT. (�geDgpC filing date: o�p,S E.yq ySj� drawn by: - - G t0 U PROVIDED: �'�� FN� checked by: CO --- - * rawing r : (1)CULTEC RECHARGER 330 XL �r W118"GRAVEL BASE =92.30 CU.FT. 3W �yo REQUIRED: 43.42 CU.FT. - - 1 1 11 JOB NUMBER: SCALE:1 =1U-0 PROPOSED: 92.3 CU.FT. 2362 SP'01 DEMOLITION NOTES: DEMOLITION NOTES: EXISTING BASEMENT FLOOR: EXISTING FIRST FLOOR: EXISTING FAMILY ROOM; EXISTING KITCHEN: 1. REMOVE EXISTING INTERIOR/EXTERIOR BEARING/NON BEARING WALLS,WALL 1. REMOVE EXISTING INTERIOR/EXTERIOR BEARING/NON BEARING WALLS,WALL FINISH AND BASEBOARD MOLDINGS AS INDICATED FINISH AND BASEBOARD MOLDINGSAS INDICATED 2, REMOVE EXISTING FINISHED FLOORING AND BASEBOARD MOLDINGS 2. REMOVE EXISTING COUNTERS AND PLUMBING FIXTURES AS INDICATED-CAP AND 3. REMOVE EXISTING DOORS,WINDOWS AND ALL INTERIOR TRIM AS SHOWN SEAL ALL PLUMBING SUPPLY VENT AND WASTE LINES AS REQUIRED H"NES ARCHITECTURE P.C. 4. REMOVE AND REPLACE ALL FINISHES AS NOTED 3. REMOVE EXISTING FINISHED FLOORING AND BASEBOARD MOLDINGS EXISTING STAIR 1 HALLWAY'. 4. REMOVE EXISTING DOORS,WINDOWS AND ALL INTERIOR TRIM AS SHOWN 287 Bowman Avenue,Suite 208, 1. REMOVE EXISTING INTERIOR/EXTERIOR BEARING!NON BEARING WALLS,WALL EXISTING LIVING AND DINING ROOM: Purchase NY 10577 FINISH AND BASEBOARD MOLDINGS AS INDICATED 1. REMOVE EXISTING INTERIORIEXTERIOR BEARING/NON BEARING WALLS,WALL 2. REMOVE EXISTING FINISHED FLOORING AND BASEBOARD MOLDINGS FINISH AND BASEBOARD MOLDINGS AS INDICATED p:914,963.3838 f:914.963.3861 2. REMOVE EXISTING FINISHED FLOORING AND BASEBOARD MOLDINGS 3. REMOVE EXISTING DOORS AND ALL INTERIOR TRIM AS SHOWN e:ijQhaynesdesigngroup.com 4. REMOVE AND RELOCATE STAIRS TO BASEMENT AS PER PROPOSED PLAN 3. REMOVE EXISTING DOORS,WINDOWS AND ALL INTERIOR TRIM AS SHOWN e:haynesorchitect@grnaii.com EXISTING STAIR/HALLWAY: EXISTING BATHROOM: 1. REMOVE EXISTING INTERIORIEXTERIOR BEARING/NON BEARING WALLS,WALL These documents and all the ideas,arrangement,design, 1. REMOVE AND REPLACE ALL FINISHES AND FIXTURES-IN KIND,DIRECT FINISH AND BASEBOARD MOLDINGS AS INDICATED signs,and pions indicated thereon or presented thereby are owned by and remain the property of Thomas E.Haynes, REPLACEMENT 2. REMOVE EXISTING FINISHED FLOORING AND BASEBOARD MOLDINGS R.A.and no part thereof shall be utilized by any person,firm, 3. REMOVE EXISTING DOORS AND ALL INTERIOR TRIM AS SHOWN or corporation for any purpose whatsoever except with the EXISTING MECHANICAL ROOM: specific written.permission of Thomas.E.Haynes,R.A.All rights --.. 4. REMOVE AND RELOCATE STAIRS TO BASEMENT AS PER PROPOSED PLAN esenv d 1. REMOVE EXISTING INTERIORIEXTERIOR BEARING/NON BEARING WALLS,WALL EXISTING BATHROOM: FINISH AND BASEBOARD MOLDINGS AS INDICATED 1. REMOVE EXISTING INTERIOR/EXTERIOR BEARING/NON BEARING WALLS,WALL revisions: 2. REMOVE WASHER AND DRYER AS SHOWN FINISH AND BASEBOARD MOLDINGS AS INDICATED 12.20.23_ADDED STUCCO FINISH TO _ 2, REMOVE EXISTING COUNTERS AND PLUMBING FIXTURES AS INDICATED-CAP AND WALL AND TREX DECK COLOR PER ARB DEMOLITION GENERAL NOTES: SEAL ALL PLUMBING SUPPLY VENT AND WASTE LINES AS REQUIRED 1, ALL EXISTING FRAMING TO BE SHORED UP PRIOR TO DEMOLITION 3. REMOVE EXISTING FINISHED FLOORING AND BASEBOARD MOLDINGS 12.26.23_SITE PLAN REVISED ASPER 2. SIZE AND DIRECTION OFALL EXISTING JOISTAND RAFTER FRAMING TOBE BE VERIFIED IN THE FIELD PRIORTO 4. REMOVE EXISTING DOORS,WINDOWS,AND ALL INTERIOR TRIM AS SHOWN UPDATED SURVEY INFO DEMOLITION, EXISTING PRIMARY BEDROOM: 3. ALL EXISTING BEARING WALLS TO BE VERIFIED IN FIELD PRIOR TO DEMOLITION 1. REMOVE EXISTING INTERIOR/EXTERIOR BEARING/NON BEARING WALLS,WALL 03.04.24 AS-BUILT-REV.STAIR& 4. ALL EXISTING HARDWOOD FLOORS TO BE SANDED-COORDINATE WITH OWNER FINISH AND BASEBOARD MOLDINGS AS INDICATED LAUNDRY NOTE: 2. REMOVE EXISTING FINISHED FLOORING AND BASEBOARD MOLDINGS ALL EXISTING WINDOWS TO BE REMOVED AND REPLACED AS PER 3. REMOVE EXISTING DOORS,WINDOWS,AND ALL INTERIOR TRIM AS SHOWN PROPOSED PLANS,EXISTING HEADERS TO REMAIN UNLESS EXISTING CLOSETS: OTHERWISE NOTED 1. REMOVE EXISTING INTERIOR/EXTERIOR BEARING/NON BEARING WALLS,WALL FINISH AND BASEBOARD MOLDINGS AS INDICATED _-- 2. REMOVE EXISTING FINISHED FLOORING AND BASEBOARD MOLDINGS 3. REMOVE EXISTING DOORS,WINDOWS,AND ALL INTERIOR TRIM AS SHOWN DEMOLITION GENERAL NOTES: 1. ALL EXISTING FRAMING TO BE SHORED UP PRIOR TO DEMOLITION 2. SIZE AND DIRECTION OF ALL EXISTING JOIST AND RAFTER FRAMING TO BE BE VERIFIED IN THE FIELD PRIOR TO DEMOLITION. 3. ALL EXISTING BEARING WALLS TO BE VERIFIED IN FIELD PRIOR TO DEMOLITION 4. ALL EXISTING HARDWOOD FLOORS TO BE SANDED-COORDINATE WITH OWNER RELOCATE SLOP SINK NOTE: EXISTING WASHER AND ALL EXISTING WINDOWS TO BE REMOVED AND REPLACED AS PER DRYER project title: PROPOSED PLANS,EXISTING HEADERS TO REMAIN UNLESS --- /_ _ OTHERWISE NOTED =- • -- -FT I O / II I O L_J o I ---� L � I II IIL�I 7-1 II 4 a EXIST. - MECH RM. j I, EXISTING �I I BEDROOM I I L J]I II O© III I CEILNGHT:s-(n I L_J II EXISTING BEDROOM III - CEILING HT:6-0' 4 EX. II UP \�//L = - /�� I_L_- I II o III II I �I EXISTING STAIR © EXISTING FAMILY ROOM II EXISTING 1 �sr cEILNGHr a'o \`/� III \ II TO REMAIN GEILINGHT:T'-0 DINING ROOM pI I 4}•�' f CEILING HT:>T-0' EX, - REMOVE AND REPLACE ALL III a �� •O WALL CEILING FINISHES III L__I CL F EXISTING fff III BEDROOM •`� �,.J� W CEILING HT:8'-9 [ EXISTING O ----�-- EXIST.EX EXISTING 2-CAR rP'r""AAA -.__.. 6 w FOYER UP- BEDROOM GARAGE EXISTING DROPPED SOFFIT----- CEILNoHT:e'-0' EX, GEILiNG HT:ra TO BE REMOVED-NOTIFY ARCHITECT IF EXISTING EX. CL' 1 II - -- GIRDERIBEAM I / 'r CL. v II 41EE Er-- EXISTING U1 II LIVING ROOM EXIST.COVERED C II CEILNGHTB-p PLAT. r� I EX, 0 ON. t 0 L - 1� REMOVE STAIR LEDGE AND REPAIR AS REQUIRED-REMOVE AND REPLACE EXISTING POST SECURED TO EXISTING GIRDER ABOVE- SEE PROPOSED/FRAMING PLANS DEMOLITION PLANS DEMOLITION:BASEMENT FLOOR PLAN DEMOLITION'FIRST FLOOR PLAN sea I:Archite yoes original 10-23-2023 - --- -- -- RE'ABC filing date: - -- -- SCALE:1/4"=1'-0'" SCALE:1/4"=1'-0" 4��0 Hq`,0- drawn by: I checked by: ' rowing no.: r 3761 `OQ F N JOB NUMBER: 2362 A.101 WALL DESCRIPTIONS _ - - "NOTE: ALL PARTITIONS LOCATED IN/ADJACENT TO MECHANICAL ROOMS,STORAGE ROOMS 100 SQ.FT.OR GREATER AND/OR GARAGES SHALL RECEIVE CONSTRUCTION NOTES: 1-LAYER 5Ys'FC-60 GYP.BD.(1 ER RATED)WALL FINISH ON SIDE OF ROOMS NOTED TO MAINTAIN FIRE RATED ENCLOSURE EXISTING FIRST FLOOR: A NEW T X 4°WOOD STUDS @ 16'O.C.FROM F.F.TO WOOD JOIST ABOVE,W11 LAYER 518'GYP.ED.ON EACH SIDE FROM F.F.TO EXISTING FAMILY ROOM: WD.JOIST ABOVE, INSTALL NEW 4"TRENCH DRAIN TO A 1 j CONNECT BACK TO NEW CULTEC 1. INSTALL NEW WALL FINISHES AND BASEBOARD MOLDINGS WHERE REQUIRED-AS SELECTED BY OWNER SAME AS WALL TYPE"A'WITH ONE LAYER OF 518"WATER RESISTANT GREEN BOARD ON BATHROOM SIDE FROM FF.TO ,.._- DRY WELL SEE DETAILS 2, ALL EXPOSED WALLS TO RECEIVE TYPE TO FILL INSULATION IN WALL CAVITY WOOD JOIST ABOVE-NOTE:IN AREAS TO BE TILED,CONTRACTOR TO INSTALL(1)LAYEROF518"CEMENT BOARD 3. INSTALL NEW WINDOWS AND INTERIORIEXTEROR TRIM ASINDICATED HAYNES ARCHITECTURE P.C. 4. INSTALL NEW DOORS,FRAME AND CASEWORK AS INDICATED B 5. INSTALL NEW 314T&GPLYWD.SUBFLOORIN REQUIRED AREAS-INSTALL NEW FINISHED 287 Bowman Avenue,Suite 208, HORIZONTAL SIDING OVER 30P FELT-PAPER OVER 518"CDX.PLYWD.SHEATHING-R-21 CLOSED CELL INSULATION-2'X6"WD.STUDS @ 16'O.C.W!(1) I FLOORING(AS SELECTED BY OWNER)-CREATE FLUSH CONDITION WITH EXISTING ADJACENT Purchase NY 10577 - LAY 5/8'PAINTED GYP.BOARD FINISH ON INTERIOR SIDE-INSTALL BASEBOARD MOLDING AS SELECTED BY DESIGNER DN.6" - 12"HIGH CONIC.WALL FLOORS-IF WOOD,SAND,STAIN AND FLOOR TO RECEIVE.(3)COATS OF POLYURETHANE SIDING COLOR AS SELECTED BY OWNER -SEE DETAILS -- 6. INSTALL NEW 5!8"GYP.BE,FINISH ON CEILING 8.1 SAME AS WALL TYPE'B"WITH ONE LAYER Of 58'WATER RESISTANT GREEN BOARD ON BATHROOM SIDE FROM F.F.TO 7. PATCH TAPE,SAND AND PAINT(1)COAT PRIMER AND(2)COATS OF FINISH PAINT AS p:914.963-3838 f:914.963.3861 -- WOOD JOIST ABOVE-NOTE.IN AREAS TO BE TILED,CONTRACTOR TO INSTALL(1)L AYER OF 5/8'CEMENT BOARD SELECTED BY OWNER ON ALL WALLS AND CEILING. e:tj @ h a y o r c h i t i c t @ g rn i l.c o NEW PATIO AREA 8. INSTALL BUILT-INSTORAGE&/OR COUNTERS AS INDICATED-COORDINATEDESIGNSWITH e:haynesarchitect@gmail.com �z �Z - -------- - w- w- '' MILLWORKERI OWNER B.2 n,d a These documents and all the ideas,arrangement,design, NEW 2"X 6"WOOD STUDS @ 16'O.C.FROM F.F.TO WOOD JOIST ABOVE,W11 LAYER 5 8°GYP.8D.ON EACH SIDE FROM FF.TO v❑ v a EXISTING MECHANICAL!LAUNDRY ROOM: g g WD,JOIST ABOVE. signsr and plans indicated thereon or presented thereby are = PAVER PATIO- _ 1. INSTALL NEW 314 T&G PLYWD.SUBFLOOR IN REQUIRED AREAS-INSTALL NEW FINISHED owned by and remain the property of Thomas E.Haynes, L q -SEE DETAIL H_o FLOORING(AS SELECTED BY OWNER)-CREATE FLUSH CONDITION WITH EXISTING ADJACENT R.A.and no part thereof shah be utilized by any person,firm, / FLOORS•IF WOOD,SAND,STAIN AND FLOOR TO RECEIVE(3)COATS OF POLYURETHANE or corporation for any purpose whatsoever except with the GENERAL NOTES: DESIGN LOAD: --DN.6" a / a specific written permission of Thomas E.Haynes,R.A.All rights 1. ALL LUMBER C BE DOU O RAFTERS FIRRS OR BETTER NOTE: ROOF DESIGN LOAD IS 40#LIVE LOAD 2. INSTALL NEW WASHER AND DRYER-INSTALL ON APPROVED TYPE COLLECTION PAN reserved 2. ATTACH ATTIC JOISTS TO RFTERS RUNNING PERPENDICULAR WITH 1'X4'X32'LONG MIN. ATTIC DESIGN LOAD IS 30k LIVE LOAD `'. T$1l2' -INSTALL AUTOMATIC SHUT OFF VALVE AND MANUAL SHUT OFF VALVES FOR WASHER CROSSTIES @ 16"O.C.PER R 802.3.1 1ST FLOOR DESIGN LOAD IS 40k LIVE LOAD 110#DEAD LOAD FF-= = === =-- \-- === =_� ..�. -- -- - -VALVES MUST BE ACCESSIBLE WHEN APPLIANCE IS IN PLACE-VENT DRYER TO revisions: 3. ALL FASTENING OF STRUCTURAL MEMBERS SHALL BE AS PER TABLE R 602.3(1 WOOD DECK DESIGN LOAD IS 409 LIVE LOAD!106 DEAD LOAD EXTERIOR-MAINTAIN 36'MIN.FROM ALL WINDOW OPENINGS-TYP, ----BR 3. INSTALL NEW 518"GYP.BD.FINISH ON CEILING 12.20.23.ADDED STUCCO FINISH TO 4. ALL FLUSH WOOD CONNECTIONS TO RECEIVETECOCONNECTORIJOISTHANGER-TYREACH 11'-10112 JOIST AND/OR RAFTER III UP - - 4. PATCH TAPE,SAND AND PAINT(1)COAT PRIMER AND(2)COATS OF FINISH PAINT AS WALL AND TREX DECK COLOR PER ARB 5. ALL PLATES ON FLOOR SLABS TO BE PRESSURE TREATED WOOD III Wt w8 SELECTED BY OWNER ON ALL WALLS AND CEILING. 12.26,23_SITE PLAN REVISED AS PER 6. ALL WOOD TO CONCRETE CONDITIONS TO BE PRESSURE TREATED WOOD III 5. INSTALL BUILT-IN STORAGE&IOR COUNTERS AS INDICATED-COORDINATE DESIGNS WITH - 7. ALL EXTERIOR USE WOOD TO BE PRESSURE TREATED WOOD IINSTII MILLWORKER I OWNER UPDATED SURVEY INFO EMXNTAIN WASHER AND SLOP o1 03,04.24 AS-BUILT-REV,STAIR& III ND DRYER DOOR SCHEDULE I EXTERIOR -- sEap WASHER DRYER Q II MIN.CLEAR slu LAUNDRY 'NOTE:CONTRACTOR TO VERIFY ALL DOOR SIZINGIHEIGHTS BEFORE PLACING ORDER I I I S _ _ Tub `\\\ EXISTING BATHROOM: 1. REMOVE AND REPLACE ALL FINISHES/FIXTURES IN KIND "NOTE:ALL INSULATED,TYPE'8"LABEL AND ENTRY DOORS TO BE WEATHER STRIPPED AND W/U-VALUE OF u0.35 MAX EXIST. �¢s 2. CONSTRUCT NEW BATHROOM AS NOTED: DOOR NO. FRAME SIZE STYLE MATERIAL UNDERCUT FINISH REMARKS III \s -- --- MECH I -INSTALL NEW PLUMBING FIXTURES INSULATED GLASS ENTRY DOOR-COLRD.DIMS IN 1. -INSTALL NEW TILE OVER NEW 1/2"CEMENT BOARD ON WALLS,FLOORS a.t WOOD 9-0°X6'-8"X 1 3/4' SLIDING WOOD/GLASS NO FACTORY FIELD-WEATHERSTRIP DOOR&SADDLE III LAUND.RM. -INSTALL STONE SADDLE AT ENTRY -COORDINATE DOOR WITH SPECS w2 - IIIINSTALL NEW 112"CEMENT BOARD ON WALLS UNDER PROPOSED TILE AND IN ENTIRE III SHOWER CABIN os WOOD (2)2'-6'X 6'-8-X 1 3/4' BI-FOLD SOLID CORE WOOD YES PAINT -INSTALL NEW 75 CFM(MIN.)MECHANICAL EXHAUST FAN-CONNECT TO LIGHT SWITCH INSULATED GLASS ENTRY DOOR-COORD.DIMS IN AND VENT TO EXTERIOR-MAINTAIN 36"MIN.FROM ALL WINDOWS-TYP. u.a WOOD 5'-0-X 6'-8"X 1 314' SLIDING WOOD/GLASS NO FACTORY FIELD-WEATHERSTRIP DOOR&SADDLE n -INSTALL NEW VANITY,MIRRORS,LIGHT FIXTURES AND HARDWARE AS SELECTED BY -COORDINATE DOOR WITH SPECS v1/LIB OWNER - 3, 'ALL PROPOSED GLASS AT SHOWER/BATH OR WET AREAS TO BE TEMPERED SAFETY INSULATED GLASS ENTRY DOOR COORD.DIMS IN u_ u.4 WOOD 3'-0'X6'-8'X13/4' SWING WOOD IGLASS NO FACTORY FIELD-WEATHERSTRIP DOOR&SADDLE GLASS AS REQUIRED -COORDINATE DOOR NTH SPECS w w 4. INSTALL NEW 5/8"GYP.BD,FINISH ON CEILING 17 m 5, PATCH TAPE,SAND AND PAINT(1)COAT PRIMER AND(2)COATS OF FINISH PAINT AS g W CEING FAMILY OM SELECTED BY OWNER ON ALL WALLS AND CEILING. prOjeCt title: o.sWOOD (2}3'-0X6'-a"X1314' BI-FOLD SOLID CORE WOOD YES PAINT �5)� ceuNCHr.ra• 6. INSTALL BUILT-IN STORAGE&IORCOUNTERS AS INDICATED-COORDINATEDESIGNSWITH [. tNWOOD 2-6°X6'8"X 13/4' SWING SOLID CORE WOOD YES PAINT z dND REPLACE L EXTERIOR:EX. SHES WI 5/"--; 1. INSTALL REAR PATIO-SEE DETAILS BUILT-IN o GSH- ETOFILLWOOD (2)2'-4'X 6'-8'X 13/4' BI-FOLD SOLID CORE WOOD WES PAINT O O DN. 2. INSTALL REAR YAR➢DECK/STAIR-SEE DETAILS 1 FRAMING PLANS I0 BE PROVIDED /` -4--1 IN EXPOSED WALL CAVITY - --- ct WINDOW SCHEDULE EXISTING GENERAL NOTES: *NOTE:CONTRACTOR TO VERIFY ALL WINDOW SIZING BEFORE PLACING ORDER _ 2-GA 1. INSTALL SMOKE AND CARBON MONOXIDE DETECTORS AS SHOWN AT ALL LEVELS;WITHIN EACH 7 *NOTE:WINDOW HEAD HEIGHTS TO MATCH EXISTING-CONTRACTOR TO VERIFY BEFORE PLACING ORDER GARAGE _5 BEDROOM AND WITHIN 10FT OF ALL BEDROOM DOORS O N DOOR N0. MANUFACTURE TYPE MODEL# SIZE SILL HEIGHT:GLALNG 1 U-FACTOR REMARKS cElurlc HT:7-0'J 2. ALL WALLS AND CEILINGS TO BE PATCHED AND REPAIRED TO MATCH EXISTING WHERE REQUIRED, ALL WALLS AND CEILINGS TO RECEIVE LEVEL 5 FINISH ANDERSEN -BLACKISIMULATEDDIVIDEDLIGHT BUILT-INGUBBYS`_� �...� •�.•� wt 200 SERIES AWNING AN31 3-Or X V-9' 4'-11' INSULATED/0.28 -TEMPERED GLASS @ BATHROOM o 3. PAINT(1)COAT PRIMER AND(2)COATS OF FINISH PAINT AS SELECTED BY OWNER ON ALL WALLS AND c LOCATION z CEILING-COORDINATE W10WNER - ---- -- W 4. CONTRACTOR TO COORDINATE ALL RELOCATIONS OF REQUIRED HVAC DUCTWORK SUPPLY -BLACK/SIMULATEDDIVIDEDLIGHT w N Ws wS W9 O ANDERSEN CASEMENT CX13 2'7"X 3'-0" 3'-8° INSULATED/0.28 r w O O O O RETURNS AND DIFFUSERS AS NECESSARY WITH HVAC CONTRACTOR I OWNER AS REQUIRED 200 SERIES 5. CONTRACTOR TO COORDINATE ALL ELECTRIC,RELOCATED AND REMOVED ELECTRICAL WIRING, I1 1 O ANDERSEN CASEMENT CR23 2'-7-x3'-0" 3'-8' INSULATED/0.28 BLACK/SIMULATED DIVIDED LIGHT LIGHTING,RECEPTACLES,CIRCUITING,UPGRADES AND SWITCHING WITH LICENSED ELECTRICAL u/ 7 200 SERIES w CONTRACTOR I OWNER --- Z 6. ALL EXISTING/PROPOSED FLOORS TO BE SANDED/STAINED AND TO RECEIVE(3)COATS of WATER ANDERSEN CASEMENT C13 2'-T X 3'-0' 3'-8' INSULATE01 0.28 BLAC USIMULA7ED DIVIDED LIGHT BASED POLYURETHANE-COORDINATE COLOR AND FINISH WITH OWNER 200 SERIES [I O ANDERSEN CASEMENT C235 4'-0'X3'-5" 3'-3' INSULATED/0.28 BLACKISIMULATED DIVIDED LIGHT NOTE:SEE FRAMING PLANS FOR PROPOSED FRAMING REQUIREMENTS 200 SERIES TEMPERED GLASS @ BATHROOM NOTE:INSTALL SMOKEICARBON MONOXIDE DETECTORS AS SHOWN LOCATION O ANDERSEN BLACKI SIMULATED DIVIDED LIGHT CASEMENT CX135 2'-TX3'-4' 3'-4' INSULATED/0.28 •f�l _` 200 SERIES -EGRESS APPROVED' /v ANDERSEN CASEMENT CW135 24X3'-4" T41 INSULATED/0.28 -BLACK/SIMULATEDDIVIDEDLIGHT 200 SERIES -EGRESS APPROVED* O ANDERSEN CASEMENT CX145 2'-7'X 4'-0' 2'-4' INSULATED/0.28 EGRESSBLACKI SIMULATED DIVIDED LIGHT PROPOSED BASEMENT FLOOR PLAN 200 SERIES -EGRESS APPROVED` V ANDERSEN CASEMENT CW13 ZA'XT-C' 3'-8' INSULATED/0,28 -BLACKISIMULATEDDIVIDEDLIGHT SERIES200 --__-_- SCALE'1/4"=1'-011 r l 'EGRESS WINDOWS: `J 1.OPENINGS TO HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET, 2.THE NET CLEAR HEIGHT OPENING SHALL NOT BE LESS THAN 24 INCHES. 3.THE NET CLEAR WIDTH OPENING SHALL NOT BE LESS THAN 20 INCHES. +� O 43HE SILL HEIGHT SHALL BE NOT MORE THAN 44 INCHES ABOVE THE FLOOR. - - -- --- LIGHT I VENTILATION REQUIREMENTS GENERAL NOTES: -- - AS PER:NYSRC R303 ?-�1 NOTE:ALL EXISTING FRAMING TO BE VERIFIED INFIELD BY CONTRACTOR PRIOR TO ANY DEMOLITION OR CONSTRUCTION-NOTIFY ARCHITECT IF ANY DISCREPANCY NOTE:CONTRACTOR TO SHORE UP FRAMING PRIOR TO ANY DEMOLITION OF EXISTING INTERIOR/EXTERIOR BEARING WALLS FAMILY ROOM:499.35 SQ.FT. c NOTE:CONTRACTOR TO SHORDBRACE EXISTING WALLS TO REMAIN AS NECESSARY AFTER DEMOLITIION UNTIL CONSTRUCTION BEGINS REQUIRED LIGHT: NOTE:CONTRACTOR TO PROVIDE CLOTHES POLE&SHELF AT ALL CLOSET LOCATIONS-COORDINATE(PANTY SHELVING AND ALL BUILT-IN MILLWORK WITH DESIGNER ANDIOR 499.35 SQ.FT.X .08 =39.94 SQ.FT. MILLWORKER SHOP DRAWINGS TO BE PRESENTED TO DESIGNER(OWNER FOR REVIEW AND APPROVAL REQUIRED VENTILATION: NOTE:CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND COORDINATE ACTUAL NUMBER OF IRISERSITREADS FORALL NEW STAIRS AS PER CODE REQUIREMENTS 1 499.35 SQ.FT.X .04 =19.97 SQ.FT. EXISTING CONDITIONS -TREADS AND RISERS:THE MAXIMUM RISER HEIGHT SHALL BE 8 114 INCHES AND THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES.THE RISER HEIGHT SHALL BE MEASURED PROPOSED LIGHT: PROPOSED PLAN VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS.THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE.THE WALKING SURFACE OF TREADS AND LANDINGS OFA 5- 2'-4"X T-0"CASEMENT =26.0 SQ.FT STAIRWAY SHALL BE SLOPED NO STEEPER THAN ONE UNIT VERTICAL IN 4B UNITS HORIZONTAL.,THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT 1- 2'-7"X T-0"CASEMENT =5.9 SQ.FT EXCEED THE SMALLEST BY MORE THAN 318 INCH.THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 318 INCH. 1- ""X 6'-8"SLIDING DOOR =23.78 SQ.FT NOTE:ALL BATHTUB AND SHOWER SPACES TO COMPLY WITH R307.2-ALL BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN PROPOSED VENTILATION: Seal:Architect Thomas E.Haynes original 10-23-2023 filing date: SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE.SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET(1829 MM) 5- 24"X T-0'CASEMENT =24.5 SQ.FT ABOVE THE FLOOR,-ALL PROPOSED BATHTUB AND SHOWER CABINS TO RECEIVE DUROCK BACKING WITH CERAMIC TILE FINISH OVER-FULL HEIGHT 1- 2'-7"X 3'-0"CASEMENT =5.5 SQ.FT D ArQC drawn by: 'ALL PROPOSED SHOWER DOORS TO BE TEMPERED AND 24'WIDE _ 1- 6'-0"X 6'-8"SLIDING DOOR =14.72 SQ.FT ��PS E'y9J-, checked by: NOTE:ALL PROPOSED HANDRAILS/GUARDRAILS TO BE 36'HIGH AND HANDRAIL WITH BALUSTERS SPACED LESS THAN 4'CLEAR-RAILING TO BE CONTINUOUS-WHERE HANDRAIL IS Tet tiZ- F C} WALL MOUNTED,IT IS TO BE 36"HIGH AND 1.T OFF WALLAND 1.5'DIAMETER-HANDRAILS TO IN(COMPLIANCE WI R311.T8 m„{ yawing no.:. 66.48 SQ.FT, > 39.94 SQ.FT. NOTE:AS PER R503.1.1-ALL EXTERIOR WALLS EXPOSED DURING CONSTRUCTION TO RECEIVE REQUIRED INSULATION TYPE TO"FILL CAVITY' 44.72 SQ.FT. > 19.97 SQ.FT. J 376 NOTE.EXISTING BASEMENT,1ST&2ND FLOOR HALLWAYS AND BEDROOMS TO COMPLY WI SMOKE&CARBON MONOXIDE REQUIREMENTS AS PERACCORDANCE WI NY STATE -- FN „,QQ � RESIDENTIAL BUILDING CODE 2020 --- - -- BER: 2362 A.102 CONSTRUCTION NOTES: EXISTING FIRST FLOOR: PROPOSED EN-LARGED/RELOCATED KITCHEN 1. INSTALL NEW EXTERIOR INTERIOR BEARING/NON BEARING WALLS,WALL FINISHES AND BASEBOARD MOLDINGS WHERE REQUIRED-AS SELECTED BY OWNER 2. INSTALL NEW WINDOWS AND INTERIOR/EXTEROR TRIM AS INDICATED 3, INSTALL NEW DOORS,FRAME AND CASEWORK AS INDICATED 4. INSTALL NEW 314 T&G PLYWD.SUBFLOOR IN REQUIRED AREAS-INSTALL NEW FINISHED FLOORING(AS SELECTED BY OWNER)-CREATE FLUSH CONDITION WITH EXISTING ADJACENT HAYNES ARCHITECTURE P.C. FLOORS-IF WOOD,SAND,STAIN AND FLOOR TO RECEIVE(3)COATS OF POLYURETHANE 5. INSTALL KITCHEN CABINETS,COUNTERS,BACKSPLASH,APPLIANCES AND PLUMBING 287 Bowman Avenue,Suite 208, 2T-11" FIXTURES WHERE SHOWN-INSTALL 8"DIA.RANGE HOOD DUCT AS REQUIRED-DUCT TO BE Purchase NY 10577 - RUN TO OUTSIDE WALL-MAINTAIN 36"MIN.FROM ALL WINDOW OPENINGS-TYP. 6. INSTALL NEW 518"GYP.BD.FINISH ON CEILING p:914.963.3838 f:914.963.3861 7. PATCH TAPE,SAND AND PAINT(1)COAT PRIMER AND(2)COATS OF FINISH PAINT AS SELECTED BY OWNER ON ALL WALLS AND CEILING. e:ti@haynesdesigngroup.com S. INSTALL BUILT-IN STORAGE&/OR COUNTERS AS INDICATED-COORDINATE DESIGNS WITH e:haynescrchitect@gmail.com 813 ON MILLWORKER I OWNER �:1" EXISTING LIVING ROOM(FOYER These documents and all the ideas,arrangement,design, PROVIDE 36"HIGH GUARD RAILS----- ___- ------ signs,and plans indicated thereon or presented thereby are SEE DETAILS X ws B ws 1. INSTALL NEW 3/4 T&G PLYWD.SUBFLOOR IN REQUIRED AREAS-INSTALL NEW FINISHED owned by and remain the property of Thomas E.Haynes, FLOORING(AS SELECTED BY OWNER)-CREATE FLUSH CONDITION WITH EXISTING ADJACENT R.A.and no part thereof shall be utilized by any person,firm, ----- or corporation for any purpose whatsoever except with the 4-0" 9'-01/2" FLOORS-IF W000,SAND,STAIN AND FLOOR TO RECEIVE(3)COATS OF POLYURETHANE specific written permission of Thomas E.Haynes.R.A.All rights PROPOSED 2. INSTALL NEW DOORS,FRAME AND CASEWORK AS INDICATED reserved WD.DECK WI COMPOSITE DECKING o [CEILING HT:R-T 06 3. INSTALL NEW 5/8"GYP.BD,FINISH ON CEILING IN REQUIRED AREAS SEE FRAMING PLAN SHo R 3'-0"o 6'-0" 4. PATCH TAPE,SAND AND PAINT(1)COAT PRIMER AND(2)COATS OF FINISH PAINT AS reVISI011S: SELECTED BY OWNER ON EWORALL C UNDERS AND EILING. 12.20.23_ADDED STUCCO FINISH TO � 5. INSTALL BUILT-IN STORAGE&IOR COUNTERS AS INDICATED-COORDINATE DESIGNS WITH. BENCH O EXISTING PRIMARYEJ MILLWORKER I OWNER WALL AND TREX DECK COLOR PER ARB PROPOSED HALL AND ON SUITE BATHROOM: 12.26.23_SITE PLAN REVISED AS PER BEDROOM o 1. INSTALL NEW EXTERIOR/INTERIOR BEARING/NON BEARING WALLS,WALL FINISHES AND 1" o EX. ce_iuNGHr8,0 BASEBOARD MOLDINGS WHERE REQUIRED-AS SELECTED BY OWNER UPDATED SURVEY INFO _.. - _ 4'-10112" 7'-312" 9'-11 1P2 0 `s 2. INSTALL NEW WINDOWS AND INTERIOR/EXTEROR TRIM AS INDICATED 03.04.24 AS-BUILT-REV.STAIR& - 36"X72" CL °'b 3. INSTALL NEW DOORS,FRAME AND CASEWORK AS INDICATED B w4 B w4 B TUB cEwNGHr:6 4. CONSTRUCT NEW BATHROOM AS NOTED: LAUNDRY -INSTALL NEW PLUMBING FIXTURES a g-Orc -INSTALL NEW TILE OVER NEW 112"CEMENT BOARD ON WALLS,FLOORS 2'-0" \ -INSTALL STONE SADDLE AT ENTRY o sxawc PRORLIN. �s, -INSTALL NEW 1/2"CEMENT BOARD ON WALLS UNDER PROPOSED TILE AND IN ENTIRE 36"RANG SHOWER CABIN 2'-0" 5'-7" 2�Or o i -INSTALL NEW 75 CFM(MIN.)MECHANICAL EXHAUST FAN-CONNECT TO LIGHT SWITCH - ENLARGED _ - O�0 esT �\ AND VENT TO EXTERIOR-MAINTAIN 36"MIN,FROM ALL WINDOWS-TYP. 4,sT cEiuNCHT:a-0 , -INSTALL NEW VANITY,MIRRORS,LIGHT FIXTURES AND HARDWARE AS SELECTED BY KITCHEN - OWNER -- _ 5. 'ALL PROPOSED GLASS AT SHOWER/BATH OR WET AREAS TO BE TEMPERED SAFETY GLASS AS REQUIRED w o 6. INSTALL NEW 5/8"GYP,BD.FINISH ON CEILING ISLAND © EX. 7. PATCH TAPE,SAND AND PAINT(1)COAT PRIMERAND(2)COATS OF FINISH PAINTAS l� EXISTING 36" J I I CL `` SELECTED BY OWNER ON ALL WALLS AND CEILING, BEDROOM#2 8. INSTALL BUILT-IN STORAGE&/OR COUNTERS AS INDICATED-COORDINATE DESIGNS WITH REF. _ i L� Ni� EXIST. IC�G�' EXISTING BEDROOMS �� E-UP EXISTING - project title: FOYER 1. INSTALL NEW 314 T&G PLYWD.SUBFLOOR IN REQUIRED AREAS-INSTALL NEW FINISHED BEDROOM#1 FLOORING(AS SELECTED BY OWNER)-CREATE FLUSH CONDITION WITH EXISTING ADJACENT EXISTING DROPPED SOFFIT- 1 I �CEILHG HT.s-0 EX FLOORS-IF WOOD,SAND,STAIN AND FLOOR TO RECEIVE(3)COATS OF POLYURETHANE TO BE REMOVED-NOTIFY I 5 2. INSTALL NEW DOORS,FRAME AND CASEWORK AS INDICATED ARCHITECT IF EXISTING / q Ex. 3. INSTALL NEW 5/8"GYP.BD.FINISH ON CEILING IN REQUIRED AREAS GIRDER/BEAM \? C'L 4. PATCH TAPE,SAND AND PAINT(1)COAT PRIMER AND(2)COATS OF FINISH PAINT AS 4-1 CL SELECTED BY OWNER ON ALL WALLS AND CEILING. D4 5. INSTALL BUILT-IN STORAGEWOR COUNTERS AS INDICATED-COORDINATE DESIGNS WITH EXISTING wa ws O ws MILLWORKER I OWNER MI LIVING ROOM EXIST.COVERED PROPOSED I ENLARGED CLOSETS: CEI1. INSTALL NEW INTERIOR BEARING/NON BEARING WALLS,WALL FINISHES AND BASEBOARD uNCHra'-o PLAT. INSTALL NEW36 HIGH GUARD RAIL-SEE DETAILS MOLDINGS WHERE REQUIRED-AS SELECTED BY OWNER O EX, 2 INSTALL NEW DOORS,FRAME AND CASEWORK AS INDICATED DN. 3. INSTALL NEW 3/4 T&G PLYWD.SUBFLOOR IN REQUIRED AREAS-INSTALL NEW FINISHED •P"M 21'4- -- FLOORING(AS SELECTED BY OWNER)-CREATE FLUSH CONDITION WITH EXISTING ADJACENT �� •trt (' --_ FLOORS-IF WOOD,SAND,STAIN AND FLOOR TO RECEIVE(3)COATS OF POLYURETHANE !"1 4. INSTALL NEW 5/8"GYP.BD.FINISH ON CEILING t �\ REMOVE STAIR LEDGE AND REPAIR 5, PATCH TAPE,SAND AND PAINT(1)COAT PRIMER AND(2)COATS OF FINISH PAINT AS - AS REQUIRED-INSTALL NEW 8"X8" SELECTED BY OWNER ON ALL WALLS AND CEILING. we we we wfi __ SQUARE WHITE AZEK COLUMN 6. INSTALL BUILT-IN STORAGE&/OR COUNTERS AS INDICATED-COORDINATE DESIGNS WITH J.., 'FIXED 'FIXED ENCLOSURE OVER NEW 6"X6"POST MI SECURED TO EXISTING GIRDER r� PROPOSED STAIRS: ER 1 OWNER /I ABOVE-SEE FRAMING PLANS 1. INSTALL NEW INTERIOR BEARING!NON BEARING WALLS,WALL FINISHES AND BASEBOARD MOLDINGS WHERE REQUIRED-AS SELECTED BY OWNER V PROPOSED FIRST FLOOR PLAN 2. INSTALL NEW DOORS,FRAME MOUNTEDHAND AS INDICATED IL-SEEDET 3. INSTALL NEW 36"HIGH WALL MOUNTED HANDRAIL-SEE DETAIL - - - --- - - - --- 4. INSTALL NEW 5/8"GYP.BD,FINISH ON CEILING O SCALE:1/4"=1 t-Orr 5. PATCH TAPE,SAND AND PAINT(1)COAT PRIMER AND(2)COATS OF FINISH PAINT AS O SELECTED BY OWNER ON ALL WALLS AND CEILING. 6. INSTALL NEW STAIRS-SEE FRAMING PLANS/DETAILS EXTERIOR: • *�,`� W 1. INSTALL NEW PORTICO POST I AZEK ENCLOSURE AS NOTED-SEE DETAILS I FRAMING PLANS _ 2. INSTALL REAR YARD DECK/STAIR-SEE DETAILS/FRAMING PLANS LIGHT I VENTILATION REQUIREMENTS LIGHT I VENTILATION REQUIREMENTS LIGHT I VENTILATION REQUIREMENTS LIGHT I VENTILATION REQUIREMENTS --- - AS PER:NYSRC R303 AS PER:NYSRC R303 AS PER:NYSRC R303 AS PER:NYSRC R303 GENERAL NOTES: p �J KITCHEN I LIVING ROOM:493.32 SQ.FT. BEDROOM#1:92.96 SQ.FT. BEDROOM#2:138.52 SQ.FT. PRIMARY BEDROOM:182.49 SQ.FT. 1. INSTALL SMOKE AND CARBON MONOXIDE DETECTORS AS SHOWN AT ALL LEVELS,WITHIN EACH REQUIRED LIGHT: REQUIRED LIGHT: REQUIRED LIGHT: REQUIRED LIGHT: BEDROOM AND WITHIN 10FT OF ALL BEDROOM DOORS 2, ALL WALLS AND CEILINGS TO BE PATCHED AND REPAIRED TO MATCH EXISTING WHERE REQUIRED. O 491 GOTT.X .08 =39.46 SQ.FT. 92.96 SQ.FT.X .08 =7.43 SQ.FT. 138,52 SOFT.X .08 =11.08 SQ.FT. 182.49 SQ.FT.X .08 =14.59 SQ.FT. ALL WALLS AND CEILINGS TO RECEIVE LEVEL 5 FINISH REQUIRED VENTILATION: REQUIRED VENTILATION: REQUIRED VENTILATION: REQUIRED VENTILATION: 3. PAINT(1)COAT PRIMER AND(2)COATS OF FINISH PAINT AS SELECTED BY OWNER ON ALL WALLS AND - ---- - - CEILING-COORDINATEW/OWNER 493.32 SQ.FT,X 04 =1973 SQ.FT. 92.96 SQ.FT.X 04 =3.71 SQ,FT. 138.52 SQ.FT.X 04 =5.54 SQ.FT, 182.49 SQ.FT.X 04 =7.29 SQ.FT. 4. CONTRACTOR TO COORDINATE ALL RELOCATIONS OF REQUIRED HVAC DUCTWORK SUPPLY PROPOSED LIGHT: PROPOSED LIGHT: PROPOSED LIGHT: PROPOSED LIGHT; RETURNS AND DIFFUSERS AS NECESSARY-WITH HVAC CONTRACTOR I OWNER AS REQUIRED O 5. CONTRACTOR TO COORDINATE ALL ELECTRIC,RELOCATED AND REMOVED ELECTRICAL WIRING, 1- 2'-7"X 3'-0"CASEMENT =5.4 SQ.FT 2- 2'-7 X 3'4'CASEMENT =13.6 SQ.FT 2- 2'-7"X T-4"CASEMENT =13.6 SQ.FT 1- 2'-7"X 3-4"CASEMENT =6.8 SQ.FT LIGHTING,RECEPTACLES,CIRCUITING,UPGRADES AND SWITCHING WITH LICENSED ELECTRICAL 2- 2'-0"X Ti CASEMENT =10.4 SQ.FT 1- 2'4"X 3'4"CASEMENT =6.0 SQ.FT 1- 2'-4"X 3'-4"CASEMENT =6.0 SCI FT CONTRACTOR/OWNER 2- 2'-7"X 4'-4"CASEMENT =18 SQ.FT 6. ALL EXISTING/PROPOSED FLOORS TO BE SANDED/STAINED AND TO RECEIVE(3)COATS OF WATER 2- 2'-7"X 4'-1"CASEMENT`FIXED =18 SOFT BASED POLYURETHANE-COORDINATE COLOR AND FINISH WITH OWNER 1- 5'-0"X 6'-8"SLIDING DOOR =18.52 SQ.FT PROPOSED VENTILATION: PROPOSED VENTILATION: PROPOSED VENTILATION: PROPOSED VENTILATION: NOTE:SEE FRAMING PLANS FOR PROPOSED FRAMING REQUIREMENTS NOTE:INSTALL SMOKEICARBON MONOXIDE DETECTORS AS SHOWN 1- 2'-7"X 3'-0"CASEMENT =4.7 SOFT 2- 2'-7"X 34"CASEMENT =12.8 SQ.FT 2- 2-7"X 34'CASEMENT =12.8 SQ.FT 1- 2'-7"X T 4"CASEMENT =6.4 GOTT 2- 2'-0"X 3-0"CASEMENT =4,9 SQ.FT 1- 24 X 3'4"CASEMENT =5.7 SQ.FT 1- 2'4"X 34'CASEMENT =5.7 SQ.FT PROPOSED PLAN 2- 2'-7"X 4'4'CASEMENT =18.4 SQ.FT 2- 2'7"X4'-4"CASEMENT*FIXED =0 SQ.FT 1- 5'-0"X 6'-8"SLIDING DOOR =11.58 SQ.FT seal:ArchfbectThomas E.Haynes original 10-23-2023 70.32 SQ.FT. > 39.46 SQ.FT. J 13.6 SQ.FT. > 7.43 SQ.FT. J 19.6 SQ.FT. > 11.08 SQ.FT. J 12.8 SQ.FT. < 14.59 SQ.FT. x filing date: N��kED A,90 drawn by: 39.58 SQ.FT. > 19.73 SQ.FT. / 12.8 SQ.FT. > 3.71 SQ.FT. J 18.5 SQ.FT. > 5.54 SQ.FT. / 12.1 SQ.FT. > 7.29 SQ.FT. / '\1,PSE•hgy Sid checked by: NOTE:THE EXISTING"LIGHT"IS INSUFFICIENT AS INDICATED IN PROPOSED � yawing no.: ROOM-AS PER SECTION R402.1 LIGHT&VENTILATION AND HEATING- HOWEVER,PROPOSED LIGHTING SHALL SATISFY EXCEPTION EXCEPTION:ARTIFICIAL LIGHT MUST BE PROVIDED CAPABLE OF PRODUCING AN 370 y0� AVERAGE ILLUMINATION OF 6 FOOTCANDLES(55 LUX)OVER THE AREA OF THE ROOM AT F N�1 A HEIGHT OF 30 INCHES(762 MM)ABOVE THE FLOOR LEVEL.-ELECTRICIAN SHALL VERIFY LIGHTING MEETS REQUIREMENTS OR INSTALL LIGHTING TO COMPLY 3 NU ER: 2362 A.1o3 / PROVIDE NEW 2X8 COLLAR TIES @ ALL LOCATIONS DIR.OF EX.2X6 RAFTERS TO BE SISTERED W/NEW 2X8 WD.RAFTERS FRAMING NOTES" @ALL LOCATIONS NOTE:ALL EXISTING FRAMING TO BE VERIFIED IN FIELD BY CONTRACTOR PRIOR TO ANY DEMOLITION OR CONSTRUCTION-NOTIFY ARCHITECT IF ANY DISCREPANCY EXISTING RIDGE TO REMAIN NOTE:CONTRACTOR TO SHORE UP FRAMING PRIOR TO ANY DEMOLITION OF EXISTING INTERIOR/ -— ISITNGRIDGE NEW SISTERED RAFTERS TO BE SECURED TO EXTERIOR BEARING WALLS EXISTING RIDGE w1 APPROVED TYP ADJUSTABLE HAYNES ARCHITECTURE P.C. .- SIMPSON CONNECTOR-TYP.EACH RAFTER IN ' NOTE:TON CONTRACTORTOSHU BEGI NREIBRACE S AREA OF CEILING CHANGEDEMO " NEwRoOFFILEDUNDERSEPARATEAPPUCATON 287BowmanAvenue,$U11e208, EXISTING RAFTERS TO REMAIN AND RECEIVE �4hA !NEW COLLAR TIES SEE FRAMING PLAN--_ Fi nks I Purchase NY Avenue, i P 10577 GENERAL NOTES; BTWCLOSED CELL SPRAY FOAM INSULATION X �E ————sS—— N BTW RAFTERS ALUMINUM GUTTERS OVER 1. ALL LUMBER IS BE DOUGLAS FIR#2 OR BETTER NOTE: ROOF DESIGN LOAD IS 40#LIVE LOAD PROVIDE HURRICANE TIE DOWN CUPSATALL s u AZEN FASCIABD. p:914.963.3838 f:914,963,3861 JOISTANDIORJOIST TO WALL/END LOCATION I WHITE 2. ATTACH ATTICJOISTSTO RAFTERS RUNNING PERPENDICULAR WITH 1"X4^X32"LONG MIN. ATTIC DESIGN LOAD IS 30#LIVE LOAD CONNECTIONS �( e:tj@haynesdesigngroup.com CROSSTIES @ 16"O.C.PER R 802.3.1 1ST FLOOR DESIGN LOAD IS 40#LIVE LOAD 110#DEAD LOAD I L---EXIST,JOISTS TO REMOVED ASSHOWN- AZEKsoFIT e:haynesorchitect@gmail.com 3. ALL FASTENING OF STRUCTURAL MEMBERS SHALL BE AS PER TABLE R 602,3(1 WOOD DECK DESIGN LOAD IS 409 LIVE LOAD 110#DEAD LOAD CONTRACTOR TO SHORE UP BEFORE 4. ALL FLUSH WOOD CONNECTIONS TO RECEIVE TECO CONNECTOR I JOIST HANGER-TYP.EACH 9 DEMOLITION AS RED. These documents nd all the ideas,arrangement,design, HORIZONTAL SIDING OVER BOq FELT-PAPER signs,and plans in I'red thereon or presented thereby are JOIST ANDIOR RAFTER EXISTING BEARING owned b and re min the property of Thomas E.Haynes, OVER 5l8'COX.PLYWD,SHEATHING-R-21 'i y 5. ALL PLATES ON FLOOR SLABS TO BE PRESSURE TREATED WOOD CLOSED CELL INSULATION-YX6'WD.STUDS 0 KITCHEN --PARTITION io BE R.A.and no part I emof shall be utilized by any person.firm, 6. ALL WOOD TO CONCRETE CONDITIONS TO BE PRESSURE TREATED WOOD 1B'O.C.WI(1)LAY 50 PAINTED GYP.BOARD I I REMOVED or corporation for any purpose whatsoever except wth the 7. ALL EXTERIOR USE WOOD TO BE PRESSURE TREATED WOOD LIVING ROOM specific w tten emission of Thomas E.Haynes.R.A.All rights FINISH ON INTERIOR SIDE-INSTALL BASEBOARD p g MOLDING AS SELECTED BY DESIGNER-SIDING INSTALL(1)LAY.s/,'GYP.BD.FINISH ON--- reserved - - COLOR AS SELECTED BY OWNER - CEILING AND WALLS INSTALLFINISHEDWOODFLOOROVER/'T&G --- revisions: PLYWD.SUBFLOOR OVER WD.JOISTS-SEE PLAN EX.LOWER 1 ST.FUR. 'CONTRACTOR TO BUILD UP FLOOR AS -- 12.20.23_A DED STUCCO FINISH TO REQUIRED TO CREATE FUJI LEVEL CONDITION EX.JOISTS EX.JOISTS BTW EXISTING FLOORING WALL AND JTREX DECK COLOR PER ARB --EXISTING DROPPED STEEL SI E PLAN REVISED AS PER GIRDER UF DATED SURVEY INFO EXISTING FDN-WALL -_ EX.GARAGE A BUILT-REV,STAIR& _ NDRY EXIST.CONC.SLAB EXGRAOE EX.GARAGE FLOOR 114 EXIST.FDN_WALLS —12"HIGH CONIC.WALL NOTE:PROVIDE HURRICANE TIE DOWN CLIPS AT ALL JOIST NOTE:ALL EXTERIOR WOOD TO BE PRESSURE TREATED-ALL NOTE:PROVIDE SIMPSON JOIST HANGERS AT NEW WOOD JOIST ANDIOR JOIST TO WALUENO LOCATION CONNECTIONS W000lCONCRETE CONDITIONS TO BE PRESSURE TREATED WO OD TO NEW LEDGER FLUSH WOOD CONDIITONS-TYP.ALL JOISTS SEE DETAILS -- - r SECTION A-A PAVER PATIO 4 project title: -SEE DETAIL 6"X6"P.T.WD.POST SECURED TO `- — --� 14"DIA.X 42"DEEP BELOW GRADE \ 3500 PSI POURED CONCRETE SON 0 TUBE PIER SECURE P.T.POST _ T'0" _ 7'-0" 7'0 TO PIER Wl GALV.SIMPSON 1 0"——2_2X12 RIM_ —2 2X12 RIM__ —_ _2 2X12 RIM_f_ 2-2X12 RIM _ 2^X12"P.T.WD.STRINGER 10'O.C. STRONG TIE POST/BASE — @ ct _ _ 3-2X12 GIRDER 3-2X12 GIRDER 3-2X12 GIRDE �—— y-SECURE STAIR TO CONCRETE PATIO CONNECTOR AND 32 DIA.GALV. .r Iz WI ADJUSTABLE GALV,SIMPSON ANCHOR BOLTS-TYP.4 POSTS N ———— STRONG TIE STRINGER CONNECTORS � —EX.HDR.— IX.HDR. EX HDR. EX HDR. TO REMAIN r TO REMAIN _ 0 REMAI 2X12 HDR. TO REMAIN I 3 (3)2X10 HOR. — ~ •O Uo w'o 0 0 0 0 / DIR.OF NEW COMPOSITE DECKING tct z i uSo Al XF \JO x� dy / NN X O �0 zwOr: W F wFm- w� 10 BOLL W O > om Orn i o� Wo> LL� 00 00 —— —— — ————— W 3 2-2X12 HDR. 2-2X12 HDR. 2-2X12 HDR. o 1, 3 ~\ JU' ING ano —�--_—. �022X12PT.L��jjDGER STAG ERXISTINd EXTE IORWALLW/3%"lLEDGER40Kw ��oSCREWSSTAG ERER @ 12°O.C. STEEL GIRDER ————El———EXISTING STEEL GIRDEI4—————— m z LL o z FXHr' aWEX HDR. IX.HDR.o �F-O`L ` �lllllllllillllL W OAF_ x mg W -EXIST.BEARING PARTITION-VLF QI?q � °wz� �o r �WFoW¢og u� 7_ x _ WamXIN NI N N W p J U'W u] W N V Z o w X,a F a�o x _ ZOO, 0W >O NI O ow XO `77 r LL 0 = — Ua; w I� a qa a L — —1—I—�— X> <; ——— EXl�TlNGPTEEL �R—I—————— -q x o e ~n o u~ O DOUBLE JOISTS BENEATH LL o o d o PROPOSED ISLAND w 0 — _— 010 LVI. EXISTING RIDGE TO REMAIN ———— 5 0 0 o O 1—--- POSTS FROM ABOVE TO BEAR ON - - --fu -- W \ y o SOLID FOUNDATION BELOW-IF BLOCK,FILL cD > w o X > �.•L.I IN SOLID UNDER POST LOCATIONS o ° m w:Coo w °��N 21 CONTRACTOR VERIFY IN FIELD' °i W o W w o r p �p m o �Wm ��oa — �00z nW��z N,m<cwz !� o N EX HDR. I I EX HDR. >�� S g0 o l>o o o — ———— I� a LL o TO REMAIN TO REMAIN Z W N z e) z a o EX HDR. EX.HDR. EX.HDR. 0 0 3 of a o,z J w w 0 n TO REMAIN Wz ww� ��uav� TO REMAIN TO REMAIN I a � WWI< cDa Zo-�x XRrr_a o boo r"n� �o 0_u> �� a W� � �a- FRAMING PLANS /5"X6"P.T.WD.POST SECURED TO EXISTING CONIC.FOUNDATION WALL W/GALV.SIMPSON STRONG TIE POSTIBASE CONNECTOR AND%° $edl:Architect Thomas E.Haynes original0-23-2023 I GALV.EXPANSION BOLTS-TYP. filing al 1 IX.HDR. APPROVED TYPCONNECTORTO ING GIRDER I �ERED ABC drawn by: TO REMAIN �5 4 E.yq fyr� Q �U�0 y�� checked by: 0 ti yawing no.: 37 FRAMING: BASEMENT FLOOR PLAN FRAMING:FIRST FLOOR PLAN F N �oQ E`B SCALE:1/4"=1'-0" SCALE:1/4"=1'-0" JDB BER: 2362 A.104 ELECTRIC/LIGHTING LEGEND: NEW LIGHT FIXTURE-LED RECESSED LIGHTING FIXTURE -AS SELECTED BY OWNER ON NEW PENDANT LIGHT FIXTURE -AS SELECTED BY OWNER NEW LED RECESSED LIGHT IN WATERPROOF ENCLOSURE HAYNES ARCHITECTURE P.C. WID SUITABLE FOR WET LOCATIONS TO BE INSTALLED IN CEILING EXTERIOR USE -AS SELECTED BY OWNER EXT, GROUND FAULT CIRCUIT INTERRUPT-DUPLEX RECEPTACLE 287 Bowman Avenue,Suite 208, Purchase NY 10577 N4 AUTOMATIC EXTERIOR WALL MOUNTED LIGHT FIXTURE DUPLEX RECEPTACLE -AS SELECTED BY OWNER P:914.963.3838 t 914.963.3861 e:tj@haynesde5igngroup.com e:haynesorchitect@gmall.com N� NEW WALL SCONCE GROUND FAULT CIRCUIT INTERRUPT-DUPLEX RECEPTACLE AS SELECTED BY OWNER These documents and all the ideas,arrangement design, GF1 signs,and plans indicated thereon or presented thereby are owned by and remain the property of Thomas E.Haynes, R�A,and no part thereof shall be utilized by any person,it", NEW LIGHT SWITCH-LUTRON DIVA OR SIMILAR AS APPROVED BY or corporation for any purpose whatsoever except with the OWNER-LED DIMMABLE-PROVIDE SCREWLESS SWITCH COVER DEDICATED OUTLET FOR APPLIANCE specific written permission of Thomas E.Haynes,R A.All rights -AS SELECTED BY OWNER reserved NEW LIGHT 3-WAY SWITCH-LUTRON DIVA OR SIMILAR AS revisions: APPROVED BY OWNER-LED DIMMABLE-PROVIDE SCREWLESS 3W SWITCH COVER AUTOMATIC CLOSET STRIP LIGHTS 12.20.23—ADDED STUCCO FINISH TO -AS SELECTED BY OWNER -AS SELECTED BY OWNER WALL AND TREX DECK COLOR PER ARB GENERAL NOTES: 12.26.23 SITE PLAN REVISED AS PER 1. INSTALL NEW WIRING FOR MULTIPLE OUTLETS AS INDICATED ON PLAN UPDATED SURVEY INFO 2. PROVIDE CAT5 OR CATIS CABLE TO ALL NEW TV LOCATIONS FOR IR EXTENDER-RUN CABLES FROM TV BACK TO WALK-IN CLOSET LOCATIONS 03.04.24 AS-BU ILT-REV.STAIR& 3. INSTALL ALL NEW ELECTRICAL WIRING AS REQUIRED FOR NEW DUPLEX AND GFCI OUTLETS 4. ALL LIGHTING TO BE APPROVED FOR USE IN NY STATE LAUNDRY 5. ALL ITEMS IN VERTICAL LINE ARE TO ALIGN ON CENTER,I.E.-THERMOSTATE ABOVE A SWITCH,ETC.ELECTRICIAN TO INSTALL DUPLEX RECEPTACLES AS REQUIRED BY CODE & INSTALL LOW VOLTAGE WIRING WHEREVER REQUIRED 7. ALL LIGHT SWITCHES WITH DIMMER CONTROLS TO BE COMPATIBLE WITH LED LIGHTS AS USED THROUGH-OUT 8. ALL OUTLETS,OTHER THAN GFCI OUTLETS,SHALL BE TAMPER PROOF AS PER CODE, 9. ALL LIGHTING WITHIN CLOSETS TO BE CODE COMPLIANT-ELECTRICIAN TO COORDINATE OPTIONS WITH OWNER 'ALL INFORMATION SHOWN IS FOR DIAGRAMMATIC PURPOSES ONLY AND SHALL BE THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSTALL ALL LIGHTING,WIRING,CIRCUITING,ETC.AS PER CODE REQUIREMENTS "ELECTRICIAN TO COORDINATE I VERIFY ALL ELECTRIC 1 LIGHTING PLACEMENT W1 OWNER BEFORE COMMENCEMENT OF WORK —————— project title: III N N III II II WIP 4�' III N��Gl F11 NO CHANGE TO EXISTING— WIFZ III I TING VVP GFI GF1 EXHDR. ———...... ---------- 00 W O 'k COCA IN N 7� 0 NO CHANGE TO EXISTING aEcTil ILIGHTING I LW _4 iw Ll f it 0C IN [L ELECTRIC LIGHTING PLANS seal:Architect 11111fornas E.Haynes original 10-23-2023 ip,D A&C filing date: drawn by: ELECTRIC LIGHTING:BASEMENT FLOOR PLAN ELECTRIC LIGHTING-FIRST FLOOR PLAN E, �C_' checked by: SCALE-1/4" 11-0" SCALE:1/4" V-011 drawring no.: 376 F N NUMBER: 2362 A.105 f HAYNES ARCHITECTURE P.C. 287 Bowman Avenue,Suite 208, - ---_ Purchase NY 10577 p:914.963.3838 f:914.963.3861 e:tj@haynesdesigngroup.com e:haynesarchitectQgmail.com These documents and all the ideas,arrangement,design, signs,and pions indicated thereon or presented thereby are owned by and remain the property of Thomas E.tiaynet R.A.and no art thereof shall be utilized b any p yperson,firm,, or corporation for any purpose whatsoever except with the --- -- - -- IXIST. [F EXIST. , IXIST. EX15T s permission o Thomas E.Haynes,R.A.All rights written e' reserved — - - -- revisions: _ co 12.20.23_ADDED STUCCO FINISH TO WALL AND TREX DECK COLOR PER ARB EXISTING FRONT VIEW 12,26.23_SITE PLAN REVISED ASPER -- EXIST. EXIST EXIST — _ -_ UPDATED SURVEY INFO ' . EXIST. __. EX.UPPER 1ST.FLR. 03.04.24 AS-BUILT-REV.STAIR& -- — _ LAUNDRY � -IXfSi. IXIST IXIST. �� EX. .SLOWER T F R. -- - - IX�T IX�. If LE MATERIAL SELECTION- : EYEL 212 EX.BASEMENT FLOOR EX.GARAGE FLOOR project title: EXISTING FRONT ELEVATION SIDING: _ -- JAMES HARDI PLANK CLAPBOARD SIDING SCALE:1/4"=V-0" •• COLOR:LIGHT MIST � RAILINGS: HORIZONTAL CABLE RAILINGS COLOR:BLACK -n��,TT O i� WHITEWASH EXISTING I •� _BRICK CHIMNEY t ct 4U WHITEWASH EXISTING BRICK — — CHIMNEY -- SHINGLES: - — — GAF TIMBERLINE HD ARCHITECTURAL SINGLES — COLOR:CHARCOAL BLACK OGAF TIMBERLINE HD ARCHITECTURAL SINGLES - - - ----- --'4"A WINDOW •!"� ZEKW GARAGE DOOR: - � — -- CLOPAY—GRAND HARBOR 4"AZEK CORNER BOARD _._ -_ — 4"AZEK CORNER BOARD " 4"AZEK WINDOW TRIM -- III . O o -�, EX.UPPER 1ST.FLR. JAMES HARDI PLANK CLAPBOARD SIDING LOWER 1ST. 13 I FLR. TRIM:LI0 -- — __ J q AZEK WINDOW I CORNER BOARD TRIM O PAINT EXISTING STUCCO — --- ----- \ — -- ——— COLOR:COLONIAL WHITE COLOR:WHITE - '— EX EL 212 EX.BASEMENT FLO0 -- EXISTING CONCRETE \-- REMOVE STAIR LEDGE AND REPAIR AS - PAINT EXISTING STUCCO . STAIRS TO REMA4N REQUIRED-INSTALL NEW 8"X8"SQUARE COLOR:WHITE WHITE AZEK COLUMN ENCLOSURE OVER EX.GARAGE NEW POST-SEE FRAMING PLANS ELEVATIONS � FLOOR PROPOSED FRONT ELEVATION SCALE:1/4"=V-0" seal:Architect Thomas E.Haynes original 10-23-2023 WINDOW/DOORS: filing date: \��E�E y;?0 drawn by: ANDERSEN 200 SERIES W/ ��0 checked by: � PATIO: BRICK: SIMULATED DIVIDED LIGHT ~ to a drawing no.: PORCELAIN PAVER WHITE WASH EXISTING BRICK COLOR:BLACK � COLOR:GREY F r6E�y°� ]0 BER: 2362 A.106 1— i I -1 HAYNES ARCHITECTURE P.C. 287 Bowman Avenue,Suite 208, - -_ -- - Purchase NY 10577 -- - - - awl � 861 * b « p:9 f:914,963.3 14 963 3838 + )xt #' s �A+ e:tj@hoynesdesigngroup.com e:haynesarchitect@gmail.com - - --- - - ` These documents and all the ideas,arangement.desi n. I -- _ A° r �y, � '� '��' « signs,and plans indicatetl thereon or presentetl thereby are owned by and remain the property of Thomas E.Haynes. -.---- --- ---- - --- --___--- _ - r R.A.and no art thereof shall be u ilized b on P. Y YPerson,firm. •� - or corporation for any purpose whatsoever except with the specific vmtf permission of Thomas E.Haynes,R.A.All g Ha ne rights } reserved en e I - _ revisions: 0 12.20.23_ADDED STUCCO FINISH TO WALL AND TREX DECK COLOR PER ARB ELI IX}5r. -T IXIST 12.26.23_SITE PLAN REVISED AS PER EXIST. EX.UPPER 1sr.FLR. 4 UPDATED SURVEY INFO 03.04.24 AS-BUILT-REV.STAIR& qy LAUNDRY EX.LOWER 1 ST.FLR. E%4SF. I EXEL 212 EX,BASEMENT FLOOR zoas EX.GARAGE FLOOR EXISTING REAR VIEW project title: EXISTING REAR ELEVATION SCALE:1/4'=T-O" • �l ct WHITE WASH EXISTING -—WHITEWASH EXISTING BRICKCHIMNEY BRICKCHIMNEY ct � •t� -- GAF TIMBERLINE HD — - ARCHITECTURAL SINGLES - -- - NEW BLACK GUTTERS/LEADERS ('1 cU b - FFFF 4"AZEK CORNER BOARD 7:1 EDHARDI PLANK CLAPBOARD /�J+ SIDING EX.UPPERIST.FLR. - 4"AZEK WINDOW TRIM `I� V/\ J / HORIZONTAL 36"HIGH BLACK HORIZ '^ O _ - CABLE GUARDRAILS V, 0 00 SEE PLANSI DETAILS 7/// EX.LOWER 1ST.FLRNEW WD.DECK-- SEE PLANS/DETAILS NEW WD.POSTS %i-/ DECK-PEBBLE GRAYCOLOR ,SEE PLANS/DETAILS NSTALL WHITE AZEK FASCIA ON a� L / DECK- ----- PAINT EXISTING STUCCO = EX.BASEMENT FLOOR COLOR:WHITE r INSTALL CEME T STUCCO FINISH OVER GALVANIZED WIRE LATH �' ON ALL EXPOSED SIDES OF WALL-PAINT COLOR TO MATCH 0 S SIDING CONCRETE PATIO WI S(EL CO,.RE AINING WALL PORCELAIN PAVER-SEE DETAIL W85 EX.GARAGE FLOOR ELEVATIONS -SEE DETAIL - PROPOSED REAR ELEVATION SCALE:1/4"=1'-0" seal:Architect Thomas E.Haynes original 10-23-2023 filing date: \ys� �A¢Qys� drawn by: checked by: �-1 Jrawing no.: 370 �44 FN MBER: 2362 A.1o7 771 --WHITE WASH EXISTING BRICK CHIMNEY HAYNES ARCHITECTURE P.C. \�\ 287 Bowman Avenue,Suite 208, \\ Purchase NY 10577 p:914.963.3838 f:914.963.3861 e:tj@haynesdesigngroup,com \ e:haynesarchitect@gmail.com These documents and all the ideas,arrangement,design, signs,and plans indicated thereon or presented thereby are IXIST. LU IXISi. owned by and remain the property of Thomas E.Haynes, R.A.and no part thereof shall be utilized by any person,firm. 0 0 or corporation for any purpose whatsoever excepl with the I_ - specific written permission of Thomas E.Haynes,RA,All rights reserved revisions: E-IsT 12.20.23 ADDED STUCCO FINISH TO EX.UPPIER 1ST.FLR. EX.UPPER 1ST.FLR. j WALL AND TREX DECK COLOR PER ARB 12.26.23_SITE PLAN REVISED AS PER UPDATED SURVEY INFO IXIST. 03.04.24 AS-BUILT-REV.STAIR& EX.LOWER 1ST.FLR. EX,LOWER 1ST.FLR. LAUNDRY t�Tl IX.a EK EL EX EL 212 212 212 EX.BASEMENT FLOOR EX.BASEMENT FLOOR IX.EL EX.GARAGE FLOOR zoe.s IX.EL EX.GARAGE FLOOR 2oa o - EXISTING RIGHT SIDE ELEVATION EXISTING LEFT SIDE ELEVATION -- --- --- - ---- -- - __ --- -- - _ _ project title: SCALE:1/4"=V-0" SCALE:1/4"=T-0" • t� O WHITE WASH EXISTING BRICK .�..� WHITE WASH EXISTING BRICK CHIMNEY �..,� •�..� CHIMNEY U Q -GAF TIMBERLINE HD GAF TIMBERLINE HD �, F / \\ ARCHITECTURAL SINGLES ARCHITECTURAL SINGLES \�\ 8"AZEK TRIM------- � GAF TIMBERLINE HD _ - 8"AZEK TRIM \ � � •p..� ARCHITECTURAL SINGLES NEW BLACK GUTTERS/LEADERS --- \ _J O NEW BLACK GUTTERS/ O t NEW BLACK GUTTERS! ��/ LEADERS •�..� LEADERS \ / --- -—4"AZEK WINDOW TRIM 4"AZEK CORNER BOARD -NEW BLACK GUTTERS! JAMES HARDI PLANK CLAPBOARD +J, - � LEADERS SIDING ` /1`► 8"XS"SQUARE WHITE AZEK-- �- -JAMES HARDI PLANK COLUMN ENCLOSURE CLAPBOARD SIDING JAMES HARDI PLANK �I O OVER EXISTING POST 4"AZEK WINDOW TRIM CLAPBOARD SIDING 4 EX.UPPER 1ST.FLR. r l 36"HIGH BLACK HORIZONTAL � CABLE GUARDRAILS 36'HIGH BLACK HORIZONTAL -SEE PLANS/DETAILS \, CABLE GUARDRAILS 4"AZEK WINDOW TRIM -SEE PLANS/DETAILS __— -- -EX.LOWER 1ST.FLR. EX.LOWER 1 ST.INEWWD.DECK— -- nn - -SEE PLANS!DETAILS O L1 -- $:L4 r--1 V } NEWWD.POSTS -- _- - -PAINTEXISTINGSTUCCO -SEE PLANS/DETAILS — COLOR:WHITE EYEL EX EL o 212 212 NEW GARAGE DOORS EX,BASEMENT FLOOR C-EXISTING CONCRETE ---WHITEWASH EXISTING PAINT EXISTING STUCCO STAIRS TO REMAIN BRICK CHIMNEY COLOR:WHITE Fxe. LLJ NEW PATIO -_ oas - L IX.EL EX.GARAGE FLOOR EX.GARAGE FLOOR BEE PLANS!DETAILS ELEVATIONS PROPOSED RIGHT SIDE ELEVATION PROPOSED LEFT SIDE ELEVATION SCALE:1/4"=V-0" seal.Architect Thomas E.Haynes original 10-23-2023 filing date: drawn by: checked by: cawing no.: JOB NUMBER: 2362 A•1os Wds Z9CZ 'lj'no£'Z6 :03SNO0 Jd . „o-A _ :31VOS :a3ewnN eor • 'lj'no zv'£v :0MIn0MI w LN3N DNicnna o,. 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S d 9 L9Z :S1N3 UHM03H 3Sn \ y oog �'' d 3IIn1��lIN�?�fl S3NA�►H ° � � �`�2 N oe_K9'6z SVN 3AINO 3001a ANINnoa on ` — r �Q� OZ gg �JN :al 330Z1Hd �lmusia JNINOZ :SS3aaaV ° `O� D 1 o Nn�J :NOI1VWa0jNI1"3N3J ONE 4 OSIS/k IVNV ONINOZ - ,Z e ( NOT FOR TITLE PURPOSES ) I. E G E N c> JOB # 24280--W No. So. E. F.E. W.W. C.D. ENT.UND. ENT. L.A. A. CL. RT. NORTH I SOUTH ( EAST FIRE ESCAPE I WINDOW WELL I CELLAR DOOR I ENT. UNDER ENTRANCE I LOW AREA AREAWAY CLEAR RIGHT POST 0 POLE BASIN 8 VALVE 0 VALVE METERG I TRAFFIC SIGNI HYDRANT HYD I ELECTRIC ( TREE I MANHOLE I O MANHOLE I OTELEPHONE MANHOLEI g WATER I ( I I I LQ SURVEY OF LOT 4G IN BLOCK M AS SHOWN ON MAP ENTITLED " SECTION SEVEN, SUBDIVISION MAP, COUNTRY RIDGE... 11 TOWN OF RYE BROOK WESTCH ESTf-K COUNTY SAID MAP FILED IN THE WE5TCHE5TER COUNTY CLERK'S OFFICE, STATE OF NEW YORK DIV15(ON OF LAND RECORD5 ON APRIL 20, 1 OGO A5 MAP No. 12363 LOT 47 P.0.B. N THY � 1DGC LA ND INC. F C0U N/ I N �.F �o NW. +RNE �(MA�) 81,52 — `N d N(50°20120II F3. 3 5t E. S p SE. 1 0 Wow u� �w IRR- WIRED FENG� u.s �° o E/S ON 05 3.771W O 1 .. o O C) TAX LET N ,30 1 s 0 SQ.F - 1 r-1 AR�AI 15073.b3 o 1 Wo cl/- T 46 1 z l-� 0 cn 0 N TAX LET EIS 5. 12'W WOOD - S�IGK w/S 32.p6� 2.0(5.W `ASPH, �l 2.4'E ro o 0 �- ----- 26.36' ----- 22.0 t 5�0� ON vCON �L�IN z �v # 1 80LLJ 31 .67 N 1 o o - ---- 32.2-------- cocaG. SURVEYED DECEMBER 22, 2023 I i r , � 1 W/ O 13. ! 1'E rY � W 1 z � 0 ASPH. °o 1.91E 1�= 1 90.01 L= 5 2.48` UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES OR CERTIFICATION ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. BLOCK: I LOT (s): 30 SECTION: 129.82 COUNTY: WE5TCHE5TER DWG BY: 5rdjan B. C H K' D BY: 7 G A ��lE Lure C0L)N-rj;z / RJOGE 000r 0 , O 0+ —235 , P.C. LAND � - VINCENT M. TEUTONICO ----------------- N. Y. S LIC. No. 050307 OFF. (914)365-1847 ; FAX (914)365-1849 E-moil: BIGAPPLELS@YAHOO. COM L) ---, ir-�7n" I L� I DEC 272023 llLut VILLAGE 0F R �r- BROOK ` BUILDING Dia A TMENT LOCATION SURVEY SCALE: 1 "=16' ( NOT FOR TITLE PURPOSES ) I__ E G I= tV C_--> C.D. T NORTH SOUTH EAST FIRE ESCAPE WINDOW WELL ( CELLAR ! ENT. ENTRANCE LOW L.A. NAREA AREAWAY CLEAR RIGHT MOST I @ POLE UTILITY I BASIN + 8 VALVE VIA VE PMETERG TRAFFIC I LQ HYDRANT ELECTRIC TREE SURVEY C71✓ LOT 4� IN E3LOCK M A5 5- HOWN ON MAP FNTI7-1-F1) " 5EC'TION SI=VEN, 5LJB D1Vi5_ I0N MAP, COUNTRY RIIDCI... " JAID MAP L'IL.ED IN THE WE5TCI1E5Tf_K COUNTY CLEKK'5 OffICE, DIVISION Of LAND RECORDS ON APRIL 20, 1 9GO AS MAf' No. 12383 � CQU TRY lDGE � N/ APBNO INC. 52 p1< al (M g�.. nr 5502012 (otfifil) N 50 ;2° } i 1 Gt pp 1 '�► ct) a I 1 IV } i ►i. f � � 1 N ► 3.77'W , 1 } } 1 } } LOT 47 eu 2r €6 5.1 ?)A/ 1 4 XX LOT No.3 507 3 8 } } I 1 1 l } , i i } PAL QI� WALLA t Z C14G f \T10 1_O-� q-6 FA , ----23.4'...... 0 was � U A5FtD '�' �I. WHO G �.q PIT1 at FLROOf P.0 8. SURVEYED MAY 23, 2024 UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED. AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES OR CERTIFICATION ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. BLOCK: LOT (s): 30 SECTION: 129.82 COUNTY: WE5TC H ESTE R DWG BY: 5rapn F3. CHK'D BY: ot4t �UtLp�N If � ►� � # 18� 31 .ti7, NX <s- -7 A COUNTRY g1c)GE SUP ru 1 JOB # 24798—W MANHOLE I ELECTRIC NHOLE) MANHOLES WA R 5 0 . 0 /mil GG - 3,4 op,IVE AT JE LAND 7E17n1qG P.C. VINCENT U. TEUTONICO_ N. Y. S LIC- No. 050307 OFF (914)365-1847 ; FAX (914)365-1849 E-mail: BIGAPPLELS®YAHOO.COM TOWN Of RYE BROOK WEST C h E51 ER CC U N 1 Y STATE Off NEW YORK e + O'T N0.31 i� LIM MAY 2 4 2024DDi j VILLAGE OF RYE BROOK BUILDING DEPARTMENT S-BUILT DOCUMENT FINAL SURVEY SCALE: 1 "=16'