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Home My WebLink AboutBP24-025DATE: PERMIT #� - o_ o'i ��(P: �� SECTION 5',r 'Llotl BLOCK LOT TYPE OF WORKQI? (SDl /77 D/7 P/ 4 ,K I JOB LOCATION Q ri Ye, OWNER/`7/ Qe colqele7 ISQ/J O le %1 EST. COST JCO #� TCO # - /3 7U of# V/eli C00007 i is./�C - e 1Vof"14ez (9/4/)a99V9&/ moo, Dcc -' FEES I sio FEE Z� 15 DATE FEE DATE FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION G PLUMBIN RGH PLUMBING GAS O SPRINKLER ELECTRIC mf LOW -VOLT F1 ALARM O AS BUILT Q FINAL INSPECTION RECORD DATE INSP 3- b7- Z o:. / FD P�8 ae� LLB ZpL -L- Zos%l TatA 28 a, tot �- L � Zo L-r PPc�) 4LI—oyC)/hNfesc/"%�%�;�/ Co�� OTH ER APPROVALS ARB �7 BOT PB ZBA OTHER 5-BUlLTfFINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION —� Z.07Ji `Ili,' ouM Z -70 IVSS( �7 6�cc LT�'p' qk vPd 7/a�/ay VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK No: 24-1 2O (Certificate of ®ccupau.cp This is to certify that of, /� �V 7 having duly filed an application on JU Y-le- c9 51 2004 requesting a Certificate of Occupancy for the premises known as, '34 b)wd I yl d Dv)'Ve , Rye Brook, NY, located in a Z-o�Zonmg District and shown on the most current Tax Map as Section: 4L Block: I Lot: 6 and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. � - issued 20 a such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following New York State Classifications, Use: - +/ Construction: A-4-8 for the following purposes: Y LA Q=117-6,h ,l ' Ck%voge J 5 Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made,and no enlargement, whether by extending on any side or by increasing in height shall be , nor Il uilding be moved from one location to another until a permit to accomplish such change h s tai d fro the ' ding Inspector. SEP 2 3 2024 Building Inspector,Village of Rye Brook: Date: Qy� BRnuk s LtV wJ�J�V L�t G 4V V�J 1932 VILLAGE OF RYE BROOK MAYOR 938 King Street,Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J.Bradbury www.tyebrookM.gov TRUSTEES BUILDING & FIRE INSPECTOR Susan R.Epstein Steven E. Fews Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE September 23,2024 Michael Cohen&Allison Cohen 34 Woodland Drive Rye Brook,New York 10573 Re: 34 Woodland Drive,Rye Brook,New York 10573 Parcel ID#: 135.44-1-30 This document certifies that the work done under Mechanical Permit#24-064 issued on 5/15/2024 for the installation of a new condenser and a new air handler has been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to D IE C Ef' L W H I For office use onl BUILDING, —�MENT PERMIT JUN 2 5 2024 VIL OF RYE OK ISSUED:a—�—a 938 KING STRE VE BROOK, 'YORK 10573 DATE: VILLAGE OF RYE BROOK > 9 -06 O , FEE: ,6 as— PAID BUILDING DEPARTMENT w ov APPLICATION FOR CERTIFICATE OF OCCUPANCY,CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION •llttit/•♦••ttltfffff►tiff•/•/4titlf•tffltf♦f■ttltttti/nt�t•ii►if lftifffff tint►tittiiititti•li/■•t••ff ttt■tt►tttitf•i/flit//if/ Address: 3, `A �noAl4kj '{tVL UL�t gfa* Ali /Or U — Occupancy/Use: I )�Af Parcel ID#: 13 f, 44 - 1 -3 0 Zone: -2S Owner: Mt cy,4 AM, 1130 to" Address: Woofla-1 jr►v�c Gr,.k Ny /01 3 P.E./R.A.or Contractor: A(,,Kj t . Address: Fus- Imt lefof Person in responsible charge: Address: 31 JL<J j,s- (fin— &w;k- N!l /or" 7 Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: M(dAMA C3-41 being duly swom,deposes and says that he/she resides at ,3 q W00CU11A 11`16t _t Au✓l�,1aP (Print Name of Applicant) (No.and Street) in tut 6".0 to- in the County of w c%4-C S\y- in the State of l ,that (City To%%n Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:$ 1-S U 000 for the construction or alteration of: j4J d Nt j Pt,m.,,,., -v G/olGf D✓e✓ At IShV 4Aia r c- of r.� s�tk �- ��.wr o i.�,.N �p•�►. Un/. nc��fr.�r st,.r.� �► ,�/ l4cr�.� �a,. co i~ eolhn a6w. Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per§250-IO.A.of the Code of the Village of Rye Brook. Sworn to before me this -16 Sworn to before me this ZS day of 20 day of '� r , 20 ;�Y_ Signature of Property Owner Signature of Applicant MSC ( �c can 157 1 0c�1 222- Pr nttNNName of Property Owner Print Name Name of Applicant No� Notary Public KAREN D VVILLIAMS KAREN D WILLIAh9g ',_a NOTARY PUBLIC,STATE OF NEW YORK NOTARY PUBLIC,STATE OF NEW YO Registration No.01+PJ16064649 egistration No.01WIo"064649 Qualified in Dutchess County Qualified In patch Commission Expires October 1,201� Commission Ex Tres Octo County �.T ber 1,20 adye BRQ:� 2m 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 - - - - - - - - - - - - - - - - - - - - n 77 ADDRESS :- co ,C' � c� DATE: v _ G:7Z PERMIT# O�`1 01 S ISSUED:7'2 Z" Z'SECT: 35. '/�' BLOCK: LOT: -j LOCATION: U ll�.�� OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑f ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS _ ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION [j ]FINAL ❑ OTHER QyE[3Rcb 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR Q 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 : L) Y V oo C` L G`I DATE: PERMIT# - Z �/� V ISSUED: Z- ZZ- SECT: - y'' BLOCK: LOT: 3 D LOCATION: , OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED !mil REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION f_ {�] FINAL 7b ❑ OTHER IZc. � die QRnv� 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 : , R n I.._ � � � 1/ C DATE: PERMIT# �� Z yL1 1, ISSUED:3'Z b'L` SECT: 3 S/ BLOCK: LOT: LOCATION: �7(p c' O i. / )1 OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER �] FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC�k 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR [IASSISTANT 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 : t DO J o DATE: J Z 3 LOLI PERMIT# C)� f O Z.!� ISSUED: L 2 ZLL SECT: BLOCK:LOT: ?L_ LOCATION: clnn.,fL--v N C' CV + OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... [�J ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING _0" INSULATION ❑ NATURAL GAS // ❑ L.P. GAS d A t ✓, T ❑ FUEL TANK m ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E 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 : N -30C �2 I ✓ DATE: PERMIT# 1 - ` ISSUED: ZZ"L SECT: BLOCK:LOT: LOCATION: f� I 'J A l-��U(� ,q ti G OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑" ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION / ❑ NATURAL GAS �( / } v✓ ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER /J •4. ❑ FINAL PLUMBING ` ❑ CROSS CONNECTION ❑ FINAL Q OTHER H I�A(j �yE BRC�k. BUILDING DEPARTMENT ❑ ILDING 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 QO I G Q C�' 1 P I� DATE: -J G-G - Z D-2 PERMIT# �\ "1 O L� ISSUED: Z SECT: J 7 BLOCK:LOT: LOCATION: c CnA G S.Q 4 0^ 1 A� OCCUPANCY: ❑ Violation Noted THE WORK IS... /PASSED ❑ FAILED /REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑�/ROUGH PLUMBING J� ROUGH FRAMING \ [I INSULATION �FaA�aV ❑ Natural Gas V(� ti � \cam_ S C G J ❑ L.P. Gas y.. ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC��. O� 2m cu � BUILDING DEPARTMENT ❑BUILDING INSPECTOR 2-�(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 :— �y V V �] I A� c� ✓P DATE: PERMIT# � j Z J ISSUED: ?-Z?'Z SECT: y` BLOCK: LOT: LOCATION: �u(i.� l�A �2UJ�` OCCUPANCY: ❑ Violation Noted THE WORK IS... PASSED ❑ FAILED /REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING R-ROUGH FRAMING ❑ INSULATION r ❑ Natural Gas ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER V ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER Q�E BRcb t7 c BUILDING DEPARTMENT ❑BUILDING INSPECTOR QASSISTANT 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 : 3 L-/ I/V a0 L c/ 1 ✓L DATE: 41 PERMIT#-jLP ! ISSUED: 'L(o'Z` SECT: /Z% L/ BLOCK: LOT: LOCATION: )34 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 /-)G ❑ L.P. Gas ❑ FUEL TANK ~ ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �yE BRC�� 1932 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street . Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : _) I V00 DATE: PERMIT# _U Z 4-1 -01, ISSUED:2"1,'Z -l` SECT: ��5� BLOCK: LOT: J LOCATION: `-'W�) �r (;CA^.C-4& OCCUPANCY: ❑ Violation Noted THE WORK IS... Ef PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED Er FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas J ti 0 J1 ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER jBa,��ieR(b -. FO�z 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 - - - - - - - - - - - - - - - - - - - - V Z ADDRESS : C �.� :7� ) 1J s) �' 1 ve_ DATE: �= / PERMIT# 1J T 2- 1 ISSUED: SECT: ''�f y BLOCK: / LOT: LOCATION: '1--t)-3� �' OCCUPANCY: ❑ Violation Noted THE WORK IS... ❑ PASSED E FAILED REINSPECTION ❑ ,SITE INSPECTION REQUIRED Er FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION / ❑ Natural Gas (z 0"-) (Se c4 ❑ L.P. Gas QA ❑ FUEL TANK I ❑ FIRE SPRINKLER 2 7 U ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER "s l L,IN / • , NZ y 1 -'N } " .� � • �� S' Ln o N N N v ¢+ F� D A Cd O a v _ W cn W CA cw -;S o v w CQ Wbn ' M rl a O W o o w o H x CS LO o O W A r.4 `� W „ w � y cn � l U U �. V ►H ..� ro- go H W rWTi o ©z O o v to O '� A © w Q �j Q r10 d z WO z ,� 0 Q y� _ ol M O W W us ti ate, o uz z � O 1-4 w dd �q b wo Q U U v ? v °3 g �' Q � Q WW. z p oHoa,� � � V � J Q V a b a (> cl O U U z Wig o en0-4 W z �¢ C � '� cto b r th a � � �. w a W x � � b o BUILDIN�� MENT VILL E OF RYE -OOK R[EcE'YE 938 KING ET RYE Blzo( NY 10573 X � JAN - 2 2024 ok.or VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: Approval Date: Permit# r Application#Aeea � Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: Date: BOT Approval Date: Case# Chairman: AA PB Approval Date: Case# Secret ZBA Approval Date: Case# : Other: Application Fee: rrnit Fees: Sto—f-sVcl`7 EXTERIOR BUILDING PERMIT APPLICATION Application dated: & is hereby made to the Building lnspectorofthe Village of Rye Brook,NY,for the issuance ofa Permit for the construction of buildi gs, tructures,additions,alterations or for a change in use,as per detailed statement described below. I. JobAddress: 34 Woodland Dr, Rye Brook NY 10573 2. Parcel ID#: 135.44-1-30 Zone: R7_Q5 3. Proposed Improvement(Describe in detail): Add new Primary Bedroom & walk-in-closet over existing garage. of en-suite to former primary bedroom. Update existing porch to add raised portico over main entry door. 4. Property Owner: Michael Cohen & Allison Cohen Address: 34 Woodland Dr, Rye Brook NY 10573 Phone# Cell# 914.262.1570 e-mail michael.cohen@compass.com List All Other Properties Owned in Rye Brook: Applicant: Philip Andrew Holub, RA Address: 37 King St Chappaqua NY 10514 Phone# Cell# 917.929.9573 e-mail philip@datumdesign.com Architect: Datum Architecture PLLC Address: 37 King St Chappaqua NY 10514 Phone# Cell# 917.929.9573 a-mail Engineer: Sorrell Engineering Address: Phone# Cell# 718.924.0070 e-mail matt 9 sorrellpe.corn General Contractor: / V1421,0 7`r a r-S C Address: c eq p ,'-Low's q A DSa I I,� Phone# �!'�/ / /—f 9�I Cell# e-mail r V1,010(f04.S)g (I) 6/1/2023 1 Family 2 Family 5. Occupancy;(1-Fam.,2-Fam.,Commercial.,etc construction: y Post-construction: 6. Area of lot: Square feet: 40,075 Acres: 0.92 7. Dimensions from proposed building or structure to lot lines: front yard: 82.6' (garage) rear yard: 175' +/- right side yard: 43.5' (portico) left side yard: 32.6' (garage) other: 8. If building is located on a corner lot,which street does it front on: N/A 9. Area of proposed building in square feet: Basement: 15,fl: 21 fl: 31 fl: W. Total Square Footage of the proposed new construction: 625sf 11. For additions,total square footage added: Basement: I"fl: 2nd fl: 625sf 3'fl: 12. Total Square Footage of the proposed renovation to the existing structure: 320sf 13. N.Y. State Construction Classification: Type V N.Y. State Use Classification: R 14. Number of stories: 2+basement Overall Height: 26' Median Height: 22' 15. Basement to be full,or partial: Full , finished or unfinished: Finished 16. What material is the exterior finish: Cedar Shingle extg. - Hardi-Plank board & batten proposed at new addition 17. Roof style;peaked,hip,mansard,shed,etc: Open Gable Roofing material: Asphalt Shingle 18. What system of heating: Forced Air 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. TownSewer 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 (f yes,applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 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 Review by the Village Planning 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 (f yes, the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes : X No: (if yes,the area and elevations of theflood plane 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,applicant 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[I: TIER III: (if yes,a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property: 29. What is the total estimated cost of construction: $ 250,000 Note.The estimated cost shall include all site improvements,labor,material,scaffolding,fixed equipment,professional fees, including any material and labor which may be donated gratis.If the final cost exceeds the estimated cost.an additional fee will be required prior to issuance of the GO. 30. Estimated date of completion: 6/1/2023 (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: 34 Woodland Dr, Rye Brook Section: 135.44 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% X 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% 3.5% R-2F 1 5,000 30% 5% 3.5% Existing: Proposed: 1. AREA OF LOT 40,075 Sq. Ft. - Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) 1,942 Sq. Ft. - Sq. Ft. b. Area of 151 Floor Divided By Area of Lot x 100 4 % % 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages, Tool Shed, Playhouses) - Sq. Ft. - Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 - % - % 4. AREA OF DECK (and porch) 757 Sq. Ft. 807sf Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 1.8 % 2 % I attest to the best of my knowledge and belief,the above information is correct. Architect's Si ature (3) 8/12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 34 Woodland Dr, Rye Brook Section: 135.44 Block: 1 Lot: 30 Zone: R25 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 5,560 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 R2-F 30 *"Base Lot Area"is the minimum end of the lot size range in the"Lot Area"column Area of lot: 40,075 s .ft. Existing Allowed Proposed 47 7 Total impervious coverage = 9, S .ft. 11,276 S . ft. 9,777S .ft. Front impervious coverage = 4,102sf/ 10 % 8,015sf/20 % 4,132sf / 10 I attest to the best of my knowledge and belief,the above information is correct. Architect' ignature (4) sn 2/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: 34 Woodland Dr, Rye Brook Section: 135.44 Block: 1 Lot: 30 MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area —21,780) x 0.11478421 ]: a. Allowed = 6,099 Sq. Feet b. Existing = 3,476 Sq. Feet c. Proposed = 4,101 Sq. Feet HEIGHT/SETBACK RATIOS FOR RESIDENTIAL DISTRICTS DEFINITION: A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of the lot line from which it is set back. The ratio modifies the maximum permitted Height of Building by forming an inclined plane beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer windows not covering more than 10% of the entire roof area, shall be permitted to extend. Height and Setback shall be calculated using the formula; Height I Setback = X, where X is the required side or front yard ratio for the zoning district in which a property is located as specified in Article VIII of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE EXISTING PROPOSED REOMIBED FRONT: FRONT: FRONT: .44 R-35 SIDE: SIDE: SIDE: 1.20 FRONT: 0.13 FRONT: 0.27 FRONT: .48 R25 SIDE: 0.52 SIDE: 0.73 SIDE: 1.30 FRONT: FRONT: FRONT: .60 R20 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .60 R-15 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 RLISA SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 R 12 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R f0 SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 RLY SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 /PS SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 R-2F SIDE: SIDE: SIDE: 4.00 1 attest e b s f y knowledge and belief, the above information is correct. Architec s Si ature (5) 8/12/2021 BUILDING DV* iRTMENT D IE C rcz �W, L VILLA E OF RYE KOOK JAN - 2 202� 938 KINGET RYE BRO(li({,NY 10573 VILLAGE OF IRYE BROOK .� BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE �21 C • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT . STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: 3, t►1cV,.,xa CoWA a,,b residing at, Sli WCOAIaAA 11ve Z& 6'Lii- .N / /05,1� (Print name) (Address where cou 1IN 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; �r%vc. RNA 'Qr�. NJ �e5 3 , Rye Brook,NY. (Job Address) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief, that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer,and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. (Signature of Property Owner(s)) f "1tk4Ct C*t- t,r 1 1)O!� �UI�Irl (Print Name of Property 0%%ner(s)� Sworn to before me this 1-IST day of DE. NIfE�_ , 20AJ/ 11 Z3 �►"roiirt,r� (N©ta li P �� ••�•.•.•.�•� /� STATE OF NEW YORK -- 'PUBLIC Qeali6ed mn New— yak (6) Of FR4g64359 .'o ��j '•• •• �0�'�� 8/12/2021 ��,oN EXPT? - This form must be properly completed & notarized by the Design Professional of record and the Property Owner. Failure to provide this completed form with your permit application will delay the permitting process. Notice of Utilization of Truss Type, Pre-Engineered Wood, or Timber Frame Construction. (Title 19 Part 1264& 1265 NYCRR) To: The Building Inspector of the Village of Rye Brook. From: Philip Andrew Holub, RA Subject Property: 34 Woodland Dr, Rye Brook 10573 SBL: 135.44-1-30 Zone:R25 Please take notice that the subject; ❑ One or Two Family; ❑ Commercial, �� ❑New Structure D IE U (LE J W E ® Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure !AN - 2 20 to be constructed or performed at the subject property will utilize; VILLAGE OF RYE BROOK BUILDING DEPARTMENT ❑ Truss Type Construction(TT) * Pre-Engineered Wood Construction(PW) ® Timber Construction(TC) in the following location(s); ❑ Floor Framing, including Girders&Beams(F) ❑ Roof Framing(R) x Floor Framing and Roof Framing(FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood, or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR §1264 for Commercial Buildings, and NYCRR§1265 for One&Two Family Dwellings. Sworn to before me this'* 2-1 ST Sworn to before me this day of ')Ect\-1BEVL_ ,20 2 day of 1}l c _ 120 Z3 Signature of Property Owner Signa r�6WR Pro siona c c4y n 6A 6cL�( t Print Name of roperty Owner Print ame of De ign Professional lIIii ��►Illli! Notary li � �� • STATE '. i`` r••• 10 S�t4 ••• 'I OF] WYO OF NEW YORK • •� P � — N ARY.PUBLIC :Qwtlisedin •Qualified to New York County �Coun .+ . ty (7) • 0]FR4964359 ,y1r_ j •OIFRj4y► 359 t,' ��, /V�j�• � •. r'1`�► Y" /sue••• ^� .••�.`� Y" i T ...... This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Philip Andrew Holub, RA ,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 Architect for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed, or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention & Building Code, the Code of the Village of Rye Brook and all other applicable laws, ordinances and regulations. By signing this application, the property owner further declares that he/she has inspected the subject property, and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Swom to before me this ZIS T Sworn to before me this Ord day of 20 day of �� , 20 h Signature of Property Owner Sign re p icant Mil,�t[f.� [o�t1t �� `t5un Cates Ifl�� n f1��.•uV Print Name of Property Owner Print Name of Applicant Notary is ` w��rL F♦ �)�` Notary Public;,.�..age�Y /O• • STATE OF NEW ,. . N YORrc .. OTARY P i LfJJ ' 06LHNJ K 8,1JWA �a ..M ;Quelifiedin Newyork County Notary Public -State of New York �1 : 01FR4964359 ��o�� N0. 015A6254405 .� Qualified in V,estehest C c ty �j • • .• �VO�♦ 1,F� Cti9y ZM '��lE1l1{ti�� (x) 8/12/2021 00 Ln eq N N W a N [ 00 W \ O � W A �a CD a W 0 c v � x o z ow c o LT H j z0-4Ln Q A .•r N W Q a N 00 x pQ � a °O O 6C z 0 co00 N O V a w o t� a o \ z a CAw " z Cl)F+■I Imo, M ~ 0 a a o a ��► V G� ■ z �' cn W ad -,O C**%#A 0 w 0-400 Ln i_ N OC W 0 o z w Q V O0.4 w c 0x0 x O O v o d w Ln p• V w z a z w z A o M A w z w a 0 a p = � i tDo!rl t � � 1 V LE BUIENT VI 3D ' OK MAR 2 7 2024 938 KINNY 10573 VILLAGE OF RYE BROOK BUILDING DEPARTMENT ELECTRICAL PERMIT APPLICATION Westchester Counttyf Master Electricians License Required FOR OFFICE USE ON Y BP#: /— �� EP#: � / — Approval Date: ��12 Permit Fee: $ Approval Signature: Other: DO NOT START WORK or CONSTRUCTION UNTIL A PERMIT HAS BEEN ISSUED BV THE BUILDING INSPECTOR THE ADMINISTRATIVE FEE FOR WORK PROGRESSED OR COMPLETED WITHOUT A PERMIT IS 12%OF THE TOTAL COST OF CONSTRUCTION WITH A MINIMUM FEE OF$750.00 Application dated, 37 is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring,fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. By signing this document, the applicant & property owner agree that all electrical work performed will fbe/in,cAo Informance with all applicable Federal,State,County and Local Codes. 1.Address: `� V V�� ' U Q SBL: 7�7 -3 d Zone: 2.Property Owner:l"';(-U C '06tv1 Address: SA rl"' Phone#: Cell#: email: 3.Master Electrician/Licensed Installer: M11\/ LL�7 O t(.-�f 1 C ) L.L Address: 2 b 1�6`�Z� S �t'� ►sD�t J� Lic.#: Phone#: 91 'I(a6C /ky LCell #: email:_ (��{Ktr ele�+►(�C�11�c7�i U' CQr Company Name:wyl-Z r �f L L �r/� LL( _Address: �'� Z�S t�G{ L�So✓t �� y ��56 3 4.Proposed Electrical Work/Fixture Count: d. c( ,� ^C� •1 G �c X i 5.311 Party Electrical Inspection Agency: d **,�***�*�,�*�***��*�**��*************************•****�xx�x�*xxxxx,�x�x,�„xxx*,�xxxxxx��**x;,xxxxxxKnx�xxxxxx STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: being duly swom,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the for the legal owner and is duly authorized to make and file this application. (Master Electrician/Licensed Installer) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances,and regulations. Sworn to before me this Sworn to before me 1his day of 20 da of 20 �)"-A Signature of Property Owner ig o pplicant k{r L wt.- Print Name of Property Owner t ame of Applicant IME Notary Public No No.0 160063 Qualified In Westchester Count��o/2023 Commission Expires January 29,20_ IF- STATE WIDE INSPECTION SERVICES, INC. cxk) Service 1I InlegrilY 0•0 • • SWIS JOB APPLICATION0. • Office Use Elect. Permit# / 06 « Date Bldg Permit# � /_- Qc� '-> Sq Ft Plumbing Permit# Final Certificate # City/Village C Zip Building Dept.V/y C ,,�J y County Address -. o V Cross Street Section Block Lot Owner Name/Address(If different than above) t �. 1 Contact Number C 777 66 (/ G ❑Basement ❑ 1st Fl. ❑2nd Fl. ❑3rd Fl. ❑More Than 3 Fl. ❑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 H D Dif MAR 17 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 anytime of inspection additional items have been installed,you are authorized to make the inspection and adjust the fee for the additional items inspected.The applicant declares that there is no open applications for the above address with any other inspection company.The applicant, owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Email Address -(,• L- �% v ' � L (9 Name /Vtla� �, � � e~ License# ' Date -�{ Signature Address p City/State "j U Zip Code Company ' 1 Phone# i 7 & O ( L . 1 t II ! State Wide Inspection Services t JU N 2 7 2024 1080 Main Street Fishkill, NY 12524 E as�0S 845 202-7224 Phone VILLAGE OF RYE BROOK 914-219-1062 Fax STATE WIDE INSPECTION SERVICES BUILDING.DEPARTMENT Email: officenswisny.com Service With Integrity Website: www.swisny.com BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: Mayker Electric, LLC Michael &Allison Cohen PO Box 275 34 Woodland Drive Patterson, NY 12563 Rye Brook, NY 10573 Located at: 34 Woodland Drive, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP 24-058 135.44 1 30 Certificate Number: 2024-4056 Building Permit Number: BP 24-025 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: 34 Woodland Drive, Rye Brook, NY 10573 The Second Floor was inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation, as set forth below,was found to be in compliance on the 24T" Day of June 2024. Name Quantity Rating Circuit Type Master Bedroom Luminaires 07 Receptacles 11 Switches 02 Master Suite Closet Switches 01 Receptacles 02 Luminaires 03 Name Quantity Rating Circuit Type Bathroom Switches 03 GFCI 01 Luminaires 05 Remote Fan 01 Switches 03 Garage Luminaires 06 Receptacles 04 Switches 02 Exterior Luminaires 05 GFCI O1 Officer: Frank J. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for%vork performed on the date of inspection only. Page 2 L s a N l `n _ c o ' N a P-4 a O w CA Lr) s O wz h o � r w H 010 O cV C4 N z z ►� T-4 w � �O ~ [� 00 /, w x O O V O (h� L^ O L W O LA) Z V z � � z = cn CIS 00 CN Z Z Q a3 w MMw ° W tn `n a1-4 z a d0 o U fx $ u o z zz Le; O21, W (� F c ►-� 649, W x o � M A a z A 0 � w FTo a s ® IE C E FYIE ' BUILDING DEPARTMENT MAR 2 6 2024 VILLAGE OF RYE pQOK VILLAGE OF RYE BROOK 938 KINO S'Tf, ,ET.RRYYE B ,NY 10573 BUILDING DEPARTMENT www ehebo org PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY B — PP#: MAR 2 6 Approval Date: Permit Fee: S Approval Signature: Disapproved: (fees are non-refundable) ************************************************************************************************** DO NOT START WORK or CONSTRUCTION UNTIL A PERMIT HAS BEEN ISSUED BY THE BUILDING INSPECTOR.THE ADMINISTRATIVE FEE FOR WORK PROGRESSED OR COMPLETED WITHOUT A PERMIT IS 12%OF THE TOTAL COST OF CONSTRUCTION WITH A MINIMUM FEE OF$750.00 Application dated,3—c36-Q 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 inconformance with all applicable Federal,State,County and Local Codes. 1.Address: 3 q WOOT) ,��`/ :Z SBL: I `�, �� " ./Zone:�� 2.Proposed Work: 9-Nn �y.��— Sk1t�-t�z� 3.Property Owner: "i C 1+ ICE, (fd H c y Address: 34 (—OCV'5:) V/'2 Phone#:'�i Iq Z I 7 Cell#: email: 4.Master Plumber: Address: ItitT �L. Lic.#: S-79 Phone#:91q 21 1 -7yS5 Cell#:5 Iq 4 06 2 1-13 email: (0%'(S „Nt&JL.L Company Name:—7(r-�UjS2,V Address: t zE INDICATE FIXTURES& LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement 1 st Floor 2nd Floor 31d Floor 41 Floor 5'Floor Exterior 5.* List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) -I- ti 3/3/2023 STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: i/j"(ZA-f",A-0 � 2 ,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 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 Sworn to before me this day of t31- We k ,2011_ day of N I Q�1�/�` ,20A!t-- Signature of Property Owner a of Applicant Pamero LINDA J MARTINEZ rt t Name of ApplicantNOTARY PUBLIC,STATE OF NEW YORK Registration No. 01MA0011153 Qualified in Westchester Coun t Public Commission Expires 07113/2027N K1M AR Notary Public,State of New York No.01 AR5045224 Qualified in Westchester Co � Commission Expires June 12. 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 . �C� � OMC BUILD N DEPA MENT p VIL OF RY OOK MAR 2 6 2024 938 KING ET RYE BR ,NY 10573 0 VILLAGE OF RYE BROOK roO BUILDING DEPARTMENT 777 AFFIDAVIT OF COMPLIANCE VILLAGE CODE &216 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT . STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: (Gk t, , residing at, '3`l ire c, (-*d -*br�W_ (Printnamc) (Addresswhereyou livC) 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; `�` 11�c1ov� Lw•� -Of'y-q-- , Rye Brook,NY. (Job Address) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief,that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer,and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. (Signature of Property Owner(s)) M,Ll-'Q—I -;--- (Print Name of Property Owner(s)) Sworn before me this I day 20 Z�-t LINDA J MARTINEZ NOTARY PUBLIC,STATE OF NEW YORK (Not 'ub ) Registration No. 01MA0011153 Qualified in Westchester County Commission Expires 07/13/2027 -3- sn 2/202 t r r ly N W '7 r u IR u r t' tr) a NQE a zl a� o W • O W 0 $ vuv � cLj W Lti 0 N o � W H N �acc72 w `; w w w _ G O W tj °° o c~n oo -� ° " a V H 00 rj `r' w x wr W p ,�, u o Z O u g QQ dr F� ��yy °r' U r W 0 z W w o z , .- a O V] r W )MR4 CIOC1 ~+ M w 401 .1 � b � Or 0 r A O CM Ci -a z OG < 29 Q � r a � ° U 0-4z � U u w �A � G � � w V A ~ o l 00 ~ ~" z a H F T � p-oU. r p4 GIN W x z } � 7 F V a u� °'< v o t, fYr v G r7 a � N W O is w z o x A a Q c zz � \ u W A z x w Q 0 F H a° oU0 o � w V " 0C ., 5gv ~ A w O E" o ff V .16 O G4 a V w gHWZ .- U ° W . - "o r • a z z 0. � M q w Z A oA a G � .. „a a oG 0 0 ' ft BUILD r— ID � tTb4ENT MAY 15 2Q24 VILr E OF RY OOK 938 KING .BT RYE BR '�,NY 10573 0 VILLAGE OF RYE BROOK BUILDING DEPARTMENT APPLICATI N F R PERMIT TO INSTALL, AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONING EQUIPMENT PERMIT H: FOR OFFICE USG ONLY: C ) Permit Fee:5 / Approval Date: Other: Approval Signature: Disapproved It«s aQe aao-*rtimdbbk) Aff•fff•AAAfff ffff Affff••f#Alf.♦••►►f#•ffff#ffffffff#/#•ffffff*fNfffffffflffA*f*ffff*f ARflff**A**ff"f?* DO NOT,%TAR7 %A RK or CONSTRt CTION UNTIL i PER%11'I'HAS BEEN ISSUED RN'Tllf Rt11LDING INSPE.(1OR.TNF ADMINISTR,XTIVE FEE FOR NVORK PRUGRESSFD OR COMPLETED WITHOUT A PERMIT IS 1'•.OF THE TOT%I COST OF('OM1�i RUCTION N 1711 A NIINIAIUM FF.E OF S7$t1.00 REOt'1RFNIFISTS FOR RFLEASF OF PFR%IIT,&CFRTIFICATF.OF COMPILIANCF. 1. Properly completed&Signed Application. 2. Sitc.Staging Plan if Required by the Building Inspector. 3. Copy of Licensed Contractor's Liability Insurance.tvillugo of Rye Brook UP04 be Barad as certificate holder)&WOrker$ Compensation hisu ares Y tteµokcrs Coupewaton Waiver) a C 6N 4. Payment of Fecs/Uni RESIDENTIAL=S IOO.00'uni COMMERCIAL.-$350.00/unit_ 5. Complete specifications for each unit cmg t . 6. Inspection by the Building Department for rcluoval and/or installation.(48 hour notice rtequirm 7. Electrical work requires a separate Electrical Permit&Electrical Inspection. S. PlumbinF'Gas work requires a separate Plumbing Permit&Plumbing Inspection. **fffftf*}fffff*# flit*MAAfffftMAMAff*f!r**�fNf*�#AffMRAAAf�=tRAA'Rf***t!r'AwMM#'*AAtlirf*#AfftAfnrA• Application datad_ 4/.is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or removal of the HVAC equipment as listed below.The applicant and property owner,by sighing this document agues that said equipment will be installed and/or removed in collfortrortce with all applicable Local.County.State&Federal laws. coda.rules and regulations. 1. Addrem; SBL: �7 5/ '�'7-Lonc: o� 2. Property O%mcr. 4' fAn ckn Address; Phone#: - I'F 64 d Cell#: email: 3. Contractor: Address: Phone#: Cell email` O y 4. Scope of Fork:New Installation.Ki•Replacement( )•Removal( )•Other( ): !- •lop7 5. List Equipment: e //nzlz 9:22 990 S (P-SAN U/ Z ent .06 17 6_ Location of Equipm Ile- 7- r s !Method of Instal IationRemoval(list all equ*cbmt needed to perform job): � a PF 111t�9r�t i ,.r Iur~IlIddc aqt 01 P;►un1 .t -, pup 1r � u � CNacod u�o/pur A�1�t U pawlduus1 ptaA pur 11nu paulwp xi i •Cucuid ,�1I `4 (uV pop!.%oud surds aql ut lusxm ;1r o c1_i�hlru3ts pazUCIOU.gl'{'n1�1u lsnut Pur. .ClasiJu3 Ali ui palaidwo�'�I'''�+►�'�:rt1l 11 3+,{.�11d�1�• ��i ez wsr spa11;v�s�u►w: .LOt1 • gwaiolo ON mil►naN;o wan6-onand A%fVIC b 3ff1S .•i • if It "7� I�lyy�/ ��j * �-"2 sw V,l/w / �au„p�(Wd�+�d J°attucudr5 ai Mai.; Jo AM — --oz� '�►f� °'c p ew UMWS �''`fi� leja�m °I ummsS -r s.wcu� at9r mi uk sayl(I He PM"ll"A JO ait MA NIP*P*3 31P'"P&3 3"'"fl�an"U"►aM .ungrtt�Pug i h u jiar++a^sttw�leat ji»ds ptw sueld Pi-uudde 9�(uMwwu due uI pue aii{uu•,Ifv7 airN V0.l „�y acp yi• urp�a �rM duatju+d jtiwu�W"-mayratry�rj►al jww ,tqi u p5u,ctu•»pur yuLy 1a•.c,tirt3p aqi q1t M aaunawj 0:1 uj N j! a K1uauWwef�Ile�11 I:o,,xur iryl j.Ir TI N hie a9p H•�w>f jayr.q 1"Ism�P M atul cm+�wy f'' ' uo!ur>do stye a1J P�a>)eui�+Nzijoytne Iddat ay1 Amp)wl7cstw� yuwuil�J J$V nyprtr uanlQvA'1lugel!ayi,1 ay1+l teyl xa t�ylail Par 1rw�.�M�l�p••�r•�wi•1^'�`��/a/ri�ru�w/r iecvtJd¢ayt s�ays ay icgi»►cn Pug sa,nJap'vuMs Lipp llaay ,- / I ,1e 1 i.�ajfl`"}'�130 Ali I0I-`11N)A,111 j0 J LS wrightsoft Load Short Form Job: D&F34WOODLANDDR Date: Apr 29,2024 Entire House By: DHOW Project For: COHEN,D&F PLUMBING&HEATING 34 WOODLAND DR,RYE BROOK,NY 10573 Design Information Htg Clg Infiltration Outsidedb(°F) 0 93 Method Simplified Ins idedb(°F) 70 70 Construction quality Average Design TD(°F) 70 23 Fireplaces 0 Dailyrange _ M Ins idehumidity(%a) 50 50 Moisture difference(grAb) 51 59 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model Cond AHRI ref Coil AH RI ref Efficiency 80 AFUE Efficiency 0 SEER Heating input 0 Btu Sensible cooling 0 Btu Heating output 0 Btu Latent cooling 0 Btu Temperature rise 0 °F Total cooling 0 Btu Actual airflow 508 cfm Actual airflow 508 cfnt Air flow factor 0.030 cfm Btuh Air flow factor 0.056 cfm Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.81 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft) (Btuh) (Btuh) (cfm) (cfm) VAC 153 4510 2621 134 148 MASTER 447 12544 6363 373 359 Entire House 600 17054 8984 508 508 Other equip loads 0 0 Equip.@ 0.98 RSM 8822 Latent cooling 2106 TOTALS I 600 I 17054 I 10928 I 508 I 508 Bold/italic values have been manually overridden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. C wrightsoft' 2024-Apr-290840:33 - .. Right-Suite®Universal 202121.0.08 RSUS4560 .ocume nts%W rights oft HVAC\D&F 34 WOODLAND DR.ru Cak Pape 1 IC p MJB Front Door laces: N Level 1 FIRST GARAGE Job M D&F 34 WOODLAND DR Scale. t 53 Performed by DHOW for: Paget COHBN Right-S 00 Wweewd 34 VVOOOIANO OR 21.0.06 it9 YMW RYE BROOK NY IS" 20244pt-2900;4719 _16dlMYAC1W 34 WOml1ND U Level 2 VLF I C. SECOND MASTER �j Job #: D&F 34 WOODLAND DR Scale:1 :53 Performed by DHOW for: P"s 1 COHEN Ri W UAeOUn**r'W 2021 31 WOODLAND DR 21Jtoa R&GASM RYE BROOK NY 1(573 2024,Apa290S+7:19 ..softNYAC'08F 34 WOCDLAhD C �-- SPRAY 1 FOAM Edwin Colindres (914)334-8632 27 Gatto Dr, Mt kisco NY10549 License # WC-36506-H23 Wednesday, May 29, 2024 The following R values are described below for spray foam insulation at 34 Woodland Dr Rybrook, Ny 10573 1. Roof Rafters applied Closed-cell for the R value of(R50). 2. Exterior walls 2x4 applied Closed-cell for the R value of(R21) 3. Garage exterior walls 2x6 applied Closed-cell for the R value of(R21) 4. Garage Ceiling applied Closed-Cell for the R value of(R30) EDWIN COLINDRES Building Permit Check LiListt&Zoning Analysis ( j� Address: SBL• Zone: 2-2�_ Use: Const.Type: V Other. Submittal Date: Z ' Revisions Submittal Dates: Applicant: C Nature of Work C�,_x �15. V p_S CSC 4N Ov I ocb Reviews:ZBA.101 Q PB: BOT• Other: NEED OK _�� " (FEES:Filing. L� BP: C/O: Flood Plane Legalization: ( ) ( -KAPP: Dated Notarized: SBL Truss I.D. Cross Connection H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Stone Water Review: Street Opening: ( ) ( ) ENVIRO: Long Shore Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection S/W Mgmt: Tree Plan Other. ( ) ( ySURVEY:Dated: Current: Archival• Sealed Unacceptable: ( ) (✓�LANS:Date vtamped Seale Copies. Electronic- Other. ( ( License ✓ Work ers Comp: Liability: � Comp.Waiver. Other. (wt,- (<CODE 753#: Q a a�y—000-- (0 Sl -00 Dated =;)-Q a-a y N/A. HIGH-VOLTAGE ELECTRICAL Plans: Permit: N/A Other. (� ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit: N/A Other. (y ( ) 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. ( ) ( ) 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. GARB mtg.date: \ Z approval• notes: ( )ZBA mtg.date: approval• notes: ( )PB mtg.date: approval• notes: REQUIREDEX1511N PROPOSED NOTES AP ROVED A te: _� K NciL c(� uk. Date: ` Fromm 151 CA _ � big Main Co r y CA- Accs.Q it, �� Ft H 0. , Q s 'n o� T 6 P HHwk/Stories: notes: ersk W-epk ' Ae nk2 L1 BUILDING DEPARTMENT D ECENED VILLAGE OF RYE BROOK 938 KING STREET RYE BRooK, NY 10573 JAN - 2 2024 (914)939-0668 www.ryehtrook.org VILLAGE OF RYE BROOK BUILDING DEPARTMENT ARCHITECTURAL REVIEW BOARD CHECK LIST FOR APPLICANTS This form must be completed and signed by the applicant of record and a copy shall be submitted to the Building Department prior to attending the ARB meeting. Applicants failing to submit a copy of this check list will be removed from the ARB agenda. Job Address: 34 Woodland Dr, Rye Brook NY 10573 Date of Submission: Parcel ID#: 135.44-1-30 Zone: 25A Proposed Improvement(Describe in detail): Add new Primary Bedroom & walk-in-closet over APPLICANT CHECK LIST: existing garage. of en-suite to former primary MUST BE COMPLETED BY THE APPLICANT bedroom. Update existing porch to add raised The following items must be submitted to the Building portico over main entry door. Department by the applicant-no exceptions. Property Owner: Michael Cohen & Allison Cohen 1. ( Completed Application 2. )Two(2)sets of sealed plans. (one full size {maximum Address: 34 Woodland Dr, Rye Brook NY 10573 allowable plan size=36"x 42"1 and one I I"x17") 3. (Y)Two(2)copies of the property survey. Phone# 914.262.1570 4. (V/,Two (2) copies of the proposed site plan. Applicant appearing before the Board: 5. (✓)One electronic/disc copy of the complete Philip Andrew Holub, RA /application materials. 6. (�) Filing Fee. Address: 37 King St Chappaqua NY 10514 7. ( ) Any supporting documentation. Phone# 917.929.9573 8. ( )POA approval letter. (if applicable) 9. (\/) hotographs. Arch itect/Engineer: Datum Architecture PLLC 10.( Samples of finishes/color chart. (a sample board or Phone# model ma-y be presented the night of the meeting) By signature below, the owner/applicant acknowledges that he/she has read the complete Building Permit Instructions& Procedures, and that their application is complete in all respects. The Board of Review reserves the right to refuse to hear any application not meeting the requirements contained herein. Sworn to before me this Sworn to before me this T dayof ��Ck�'geg , 20 ? day of Dec�H�E�. , 20 Z� L� - Signature of Property Owner Signature of Ap '-a M11-ke.4-1 Lohc� ant)1' lrm� e-� L 1p 01 Print Name of Property Ow r ♦`�� TZPlicant Notary Public ` ;� /OF4W i �` �0 Nota • • i f �' IV YORK = OF IVE 4TgRY pUB C LI _ u l NOT : — _ .. UBL C — 01 FR49 Yqk Monty: �Q�lified in New York Coup 64359 ;� ': n 01 FR4964359 ty; � �/O E rnr-s \ �/'/�lss! O'S•••••• S�;\♦♦ R/12,2021 -Ec BR�lvk Village of Rye Brook ML MR O� ZAgends FB SE Architectural Review Board Meeting AC ADVA Wednesday,January 17,2024 at 7:30 PM j Village Hall,938 King Street JM SF 1. ITEMS: 1.1. ARB24-001 (Consent Agenda) Emilio Espinosa,Emilio Espinosa,Jr.&Eduardo Espinosa Venegas 50 Bowman Avenue Rooftop solar array. 1.2. ARB24-002(Consent Agenda) Steven Brauntuch&Jennifer Brauntuch 55 Hillandale Road Rooftop solar array. Consent Agenda Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.3. ARB24-003 Matthew Garry&Lauren Garry 6 Magnolia Drive Rear one-story addition and interior alterations. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.4. ARB24-004 Jocelyn Diaz 10 Maple Court Legalize rear yard deck. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 1of2 i� • Architectural Review Board January 17,2024 1.5. ARB24-005 Michael Cohen&Allison Cohen 34 Woodland Drive Second story addition,raised front entry portico and interior alterations. Approvals: Motion Second_ Abstention Aye; _ Nay; , Adjournment; Notes 1.6. ARB24-006 Jason Gorsky&Allison Gorsky 15 Eagles Bluff Remove side entry&steps,finish basement,install egress window and interior alterations. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.7. ARB24-007 (Amendment to Prior Approval) F iddenfield77 Corporation c/o Kenneth Bainton 12 Lincoln Avenue Exterior elevation changes,windows,fencing and interior alterations. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes NEXT MEETING: February 21,2024 Page 2of2 F4MHPLU411 f CERTIFICATE OF LIABILITY INSURANCE srrnot4 THIS CERMCATE 1S ►3SUE0 AS A MATTER OF INFORMATION ONLY AND COWOM NO RIOHT3 UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE GOES NOT AFFIAMA"LY OR NEGATIVELY AMEND, EXTENO OR ALTER THE COVERAGE AFFORDED MY THE POL1QlS 564 BELOW. THm CERTIFICATE OF VaMANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE t;BUlIOINSURER(E1`AL THOR=w REPRESENTATI'VE OR PRODUCER.AM THE CERTIFICATE HOLDER. MWORTANT: M the Cerureane holder 1s an AODtTIONAL INSURED.the po"%S)must have ADD 7WHAL INSMED Pr&Asboes a be eetdersad_ M SUEROOATION IS WAKED, subject to the tern*and corwi o Is of the pal",ceRara poftles sy requko M e ndorserta"L A statarwerd on this eertlfleaee does not eorMler#I his 10 the cert111case holder M brat of such endorsom •. ►aoalCsw T 33 East My -Pawling Once r• o,, 615 ES'3�1112 rii, 145 8'SS-1115 Sufte 2 Pavrlanp NY 1; - gem Compeft win IllaalaZp ie A Evanston In __--- -- Nova"0 Ce Sore FOuntan Plumbian E Heatjrq.Inc- A LltRend Ln P&"WV,NY 125"-1"3 traysut►: GGER; REVISION NUMBER: THIS tS 70 CERTIFY T}iNT T1tE POLICIES Oi INSURANCE USTED f3ELOtVHA'.fE�EEN151UEDTOTNEWSUREDNAMEDADOVEfORTNEPOULti'PER100 INDICATED NOTMtTH$iANOevO ANY RCOIRREMENT TERM OR CONDITION Of ANY CONTRACTOR OT►ER DOCVaaE1tT VYITH RESPECT TO YYhaC.H Tlil$ CCRTItICATE NAY tlC r,,�.U[O OA MAY PERTAIN, TTiE IftSURAIK,E AFFORDED 6Y THE PCr,KJES tIESCRtBEO HERLN W 3U0JECT TO ALL THE TERMS. EXCIIRSION3 AND GQYDITIOrtS OF SUCH POLICIES lspTS SHONM t.NV HA4E BEEN REDUCED BY PAID CLArW^- a�.{ e'I� TYF+[w etwnwl� rotxr�warsea voucv es► F tm �y A X CGeMNRGMLtiENERALLYtaafrY i3OD0, `�' t011EN1c0 TD , z'� CLAt1ta-YAOE Q OOO.k X Y17 72r]tlte2.1 17l]1r20Q4 ur s' 1,000.000 f� NL AGCN kG—A ,IECT TE�W pt R S it Z.000. PCUCY X J tOC �.000.000 J �AUTQS OasOeb.E LIABWJ Y COe22e4D 2202w,?"Gu LIMITAWAUTO rOVIV40SC►e[�LED rN ONLY AUSCTS Au�s CtatV �e r eee16"L rlAe B X UMfIRLu t.w X OCCUR RRFNC( fussLIAB NJW CtAUS-MADE DERCPP1194491 12131IM3 1U2 2A024 I 2,t100000 DID I X I ft-MMTKM S 10.000 iVMOMOAS COMPENSATW" A' OR AMLOPIA 01v L&SAI ITY I, OAF"P&*MM IroftPAN %K#t-r iEC V M1 r ' N I A 4 andabrN>inNHjEXCLWEe7 LJ OYE S M s.olU- 0 S Cftbe EL tWT DtiCRIPTWN OF OPlRATIOMS I LOCATION"/VEfeCLtS O I&I AOft oal RevtT SehMAt�be stows f more specs 6e Nttul NorthvleW COWSC1ora InC.(407 E Maint St N184,Mount Kjseo,NY 10549►Is Included as addabnal Insured as req by written ea►traet or written agreement subject to the language of the Polity. CERTIFICATIE HOWER CANCELLATION SHOULD MY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANICE WITH THE POLICY PROVISIONS, AUTHORIZED REPRESENTATIVE VXS KII of Rye Brook Lx� !. 1&A 931!King Street ACORD ZS(2016/03) ®1988-2015 ACORD CORPORATION. All riffs The ACORD name and logo are registered marks of ACORD NYSIF Po e4K aaeo..A+oda.F,v.22oe N�.v rar•1t�t•iw•... .C.f—d (Rys11 CERTIFICATE OF WORKERS'COMPENSATION INSURANCE ... .. 141772111 FOUNTAIN PLUMBING S HEATING INC s%-9 9 LIFFLAND LANE PAWLING NY 12564 SCAN TO VALIDATE AND SUBSCRBE POLICYHOLDER CERTIFICATE HOLDER FOUNTAIN PLUMBING S HEATING INC VILLAGE KING STRYE BROOK E' 9 LANE 938 RYE BROOK NY 10573 PAWLINWLING N NY 12:tti4 DATE POLICY PERIOD POLICY NUMBER CERTIFICATE NUMBER E1172024 G1 Y N FAB T52147 OSOt/202d TO 05mi r2025 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAM IS POLICYHOLDER FOR NAMED ABOVE IS INSURED WITH THE NEW PORK STATE RANCE L FUND UNDER POLICY NO. IM450.2, COVERING THE ENTIRE OBLIGATION OF THD COALL OPERATIONS WORKERS' COMTHE ST AE OUNDER THE pEW YORK F NEW YORK EXCEPT AS INDICATED DILATED COMPENSATION OW. AND. WITH REISKCT TOOPERA'T OUTSIDE OF NFN YORK TO THE POLICYHOLDERS REGULAR NE1'Y YORK STATE EMPLOYEES ONLY IFYOU WISH TO RECEIVE NOTIFICATIONS NR D CANCELLATIONS. PT 5 OR TO AIDATETHIS CERTIFICATE.VISIT OUWESSE AT HTTPSlNWWNYS'FCO PCERTtCERTVAL.A T E NEW S. YORK STATE ptSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GNE SUGti NOTIFICATION THIS pOLICY DOES NOT COVER CLAMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFKCMS Of TM INSURED CORPORATION I LIFFLAND pRESIDENT ROBERT J.UFFLAND VICE-PRESIDENT WAIVEWHICH TO IT S RIGHT THE POUCY INCLUDES AG ACTION AGAINST T�CERTENT UNERHOLDER O RECOVER AMOUNTSAMMO NHS WE PAID % OF SUBROGATION TSOATION MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE WORKERS'GOMpEN WIRITTEN EVENT THAT. PRIOR O THE DATE OF TH THAT REQUIRES ACCIDENT, SUCH RIGHT OF SUBROGATION BE WAI ED INTO A CONTRACT WITH CONFERS NO RIGHTS NOR INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF WFORIdAT10NONLY IC TE DOES AND NOT AMEND' EXTEND OR ALTER COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTI THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR CE FUND ( 4w DIRECTOR INSURANCE FUND UNFDEMRfMG VALIDATION NUMBER:446890190 J-26 3 \ `\ ♦ ` 4^r t - :f Iv i 1l��P t fi r' �!/ 'k r rh... ..•..r � i 1+ Fjjf/f111f11r IINIIIIr j rl �N j11 v�j rRi'1�,ai �ir 1{�1p" ! v 1 .. !�• O 9 \ ,�.OfNI -..�,... _ ';1��.!11� �„.�.�._-.�'. /.�-�::�..��:;•��IffJl 'f' VIN11111 ` ,fi-��1/j/lp �; qi+/1"1 �" wrP LO t(0)>w mi C N N pca 1 : O Q ,'{�'.' tip'��= `� +�+ p :+A' •'� Ca0 4 c Q CO of w / ;void � � � ,i..► U Z O � .o � I � �% t(o i Clon i o G� p w F c� I ' " Lu a_✓ �_'..� �.r w G Hof �Q'y awe a� ' cts � � 2 P-7 EAV N4u,,a<t�cs)s .. U y co r<(0)1 wig I . . _ . . . .. _ . . . . . . , e•I/If/'Illlllsi:�'` Q�e..11llf 1a4�: . ;-•-o-.. Ill.,jl� ..oZ. .-11��:1 rs',%....�%:¢,111 Ih i�`".,..� ..,1.�+1/ T=`�..•� . �11=y''... �Iu�tO)> 'fit z f�l�/�l� Rug �/i'/,i,/�I� 3 � Li! ti1� 4er t . sy`ya,��}• tT^�i t �t t'HtV'l�f4r . '•v it9FV31r.r� '•x V UVZ}`,✓' a r ?..'� ........ ��' fliOvi} � / \ `~• ryr\ vim.�._ •" v�J4°. rv+�' "�{G' Y' ,,V ��v�'j,V' ..�►,:.'•��' / ' 1 a 7-11, MM DC'.YYYY, A`"Ro CERTIFICATE OF LIABILITY INSURANCE -- - - 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: Michael J Donnelly Donnelly Insurance Center Agency Inc PHONE (914)347-6500 FAX (914)347-6303 A/ No. o Ext: (A/C,No): 6 North Lawn Ave ADDRESS: INFO@DONNELLYAGENCYCOM P O Box 880 INSURERS)AFFORDING COVERAGE NAK:a Elmsford NY 10523-0880 INSURERA: Atlantic Casualty Insurance 42846 INSURED INSURER B: NORTHVIEW CONTRACTORS INC INSURER C: 66 STEPHEN ST INSURER D: APT 2 INSURER E STAMFORD CT 06902 INSURER F COVERAGES CERTIFICATE NUMBER: CL2392133910 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DDlYYri') (MM/DD/YYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED CLAIMS-MADE � -,CCUR PREMISES(Ea occurrence) S 100 000 MED EXP(Any one Person, S 5 000 A Y L068028427-1 02'24'2024 02242025 PERSONAL&ADV INJURY $ 1 000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE S 2.000.000 X POLICY JEa LOC PRODUCTS-COMP/OP AGG S 2.000.000 OTHER S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S Ea accident ANY AUTO BODILY INJURY(Per Person; S OWNED SCHEDULED BODILY INJURY(Per acudentl S AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE S AUTOS ONLY AUTOS ONLY Per acnoent S UMBRELLA LIAB OCCUR EACH OCCURRENCE S EXCESS LIAB CLAIMS-MADE AGGREGATE S DIED I I RETENTION S $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N;A E L EACH ACCIDENT S D OFFICER/MEMBER EXCLUDE (Mandatory in NH) E L DISEASE-EA EMPLOYEE S It yes.describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS I LOCATIONS i VEHICLES (ACORD 101.Additional Remarks Schedule,may be attached i1 more space is required) ROOFING RESIDENTIAL&COMMERCIAL.REMODELING-INCLUDING ONLY THOSE CLASSES SHOWN ON REQUIRED FORM AGL-REM(06-19) CERTIFICATE HOLDER NAMED AS ADDITIONAL INSURED AS PER WRITTEN CONTRACT AS PER ENDORSEMENT CG2012 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 1057- � 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 26(2016103) The ACORD name and logo are registered marks of ACORD NYSIF New York State Insurance Fund PO Box 66699,Albany, NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE R1 "' ' 0 • Ann AAA 851555551 ' � . DONNELLY INSURANCE CENTER AGENCY INC '7. PO BOX 880 ImK.., ELMSFORD NY 10523 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER NORTHVIEW CONTRACTORS INC VILLAGE OF RYE BROOK (A CT CORP) 938 KING STREET 31 RED FOX LANE RYE BROOK NY 10573 BREWSTER NY 10509 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W2556 201-8 214969 09/24/2023 TO 09/24/2024 2/8/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2556 201-8, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP. THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRSIDENT JENNIFER VILLANUEVA NORTHVIEW CONTRACTORS INC 1/1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE SUR NCE FUND 7 �V DIRECTOR.INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 205074940 U-26.3 Laura Petersen From: UDig NY Exactix <tickets@exactix.0 dig ny.org> Sent: Thursday, February 22, 2024 11:07 AM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 02/22/2024 11:06 To: VIL RYE BROOK PRIMARY Transmitted: 02/22/2024 11:06 00001 Ticket: 02224-000-656-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 34 To: Name: WOODLAND DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: ENTIRE PROPERTY NearSt: KING ST Means of Excavation: SHOVEL Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: MASTER SUITE BLD OVER GARAGE, SUPPORT POST IN GARAGE Estimated Work Complete Date: 05/27/2024 Depth of excavation: 24 INCHES Site dimensions: Length 5 FEET Width 5 FEET Start Date and Time: 02/27/2024 07:00 Must Start By: 03/12/2024 ------------------------------------------------------------------------------ Contact Name: FREDDY RAMIREZ Company: NORTH VIEW CONTRACTORS, BREWSTER Addrl: 31 RED FOX LANE Addr2: City: BREWSTER State: NY Zip: 13059 Phone: 914-299-1961 Fax: Email: northviewconst@gmail.com Field Contact: FREDDY RAMIREZ Alt Phone: 914-602-8336 Working for: MICHAEL COYNE ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/ WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 1 ORIGINAL SCALE. 1" 0' XN0 OWY FOR 'K-E a%S FM tr W MM 11 6 � M. V*iUD MR MY F.: O'k FOR m-.m cat MAP OF PROPERTY SMATEDAT W WC0K-%%SST X f 1 y j i y. WN74 OF 1 TAX SWMk 135A TAX M-OM- 1 TAX LOT: 30 FLMLW 10 100 hoo 0.9 MT a • a a +_ .'yF • a a a 4• F r 1.) WT rpP .5, UOT W fu 16 R 0�7yLy�"►�� iC CN LL"'rt'.. WOW m T..` NoM may # -- - wav M. aI MCA, m Wo S s273A*W 4 C� W 4P,59 _ *0NON ORFt7WYMLY OF MnM TELCM11K0 VVj:n GOLDSIM boa > M M 4 9At My T7 DE Pert FW 1 '�-e SW�,V 6 PFUM-O PO 01 M fit- 10 THE •FtirU ,PW, �' '►&E%-r,%L X£ on es F, &NO To PE � OF � t . +a.-AN-M OR caM: " Wf r-t� M �:r �-. M st a �o %ry Mg Pc%nM M fWT OFx-M SLWAr -'-4r-2M AYM-Or O� AW-M -P -s SA % -0a CF SE'rX9 cF rFE: MIN VDPX S.E MORA Lux . Cart COM TFM 7t E ' Cf TAS SW,,V �e r' 0 W-.4 hit 1 *wt Cr vEtva SI-mews fi�� suc LR ms s8assm sm a-�-L BE axxF to ME vic Tax Wpf s. 5. .%S�-S Cf MOM ME 041 1,•cAI-.'XM f h"t Aai'.Q.+r`T Of FLL IS f U=MAt TO U E TVM, GUARANTEED TO: LALSA LAND SURVEYING .5 Y= ICY. 11433 TaMiQiE (9 1 7)5a2-739 4 FAX (71 8)--28 1 # TTFLE No. 7914VL-2019 EVAU GaNWW(WAL O W 12A%u P.0-0 CL-r OJrT r 7 Fim, ?b.- 14 F R t 9 JAN - 2 2024 F— VILLAGI- ge J 8 eiy fm K%"N. PAW OF AS LOT ! 15 N BUXX Nol.A AS1K%1 EIA tit) jg&K�� AMIL S. w + ii 1 it ST AL RCM WSMB 2014 1k q Project Title - f5 0 30 60 rOR TmE PUF410SESMILY New Primary Suite t4rrr.�mfaw/z11u�Tm.EAoel�r,c+o.w ORIGINAL SCALE- 1"-- 30' AM ou 1R tc eaaDe to icy s W MVA%M.e wr%.D rM Addition A�T c•�t rv�da of rat..�.u MAP OF PROPERTY SITUATEO AT YLJ4QE OF 1tY8 FJi00fC-KEBTtltE9TF31 OOIRITY,ft 11pA?JOFWE Y 34 Woodland Dr Rye Brook NY 10573 TAX SEOMI:135A47AX&J=17AX Wr 30 ccjjGG / 2 J,c, Owner Michael&Allison Cohen �. o034 Woodland or . It Rye Brook NY 10573 '1�0 914.262.1570 ' Architect Datum Architecture PLLC y`4 Ph#4o Andrew Holub,RA,A/A 37 King FF.MA Flood EL131.5 0 v 4 a 0"f�j/ Chappaquta NY 10514 Areas south of dashed Ime has 0.2%Annual Change ��?(�► 917.929.9573 z Flood Hazard ref FEMA map 36119CO293F effective 0 philip@datumdesign.com - 8 oq 9128/2007 tw detalls. �• ' '�'0 r... i I 1 a�{'e oT K ye ts roo ��'r� �1 Structural Engineer t� b $ _ � r I R View Board � �' Y Arlo 9�eCt a rl Sorrell Engineering PLLC p P U spit 17 Woodland Dr.Neighbor aaoss street 32 Woodland Dr Neighbor to the right A p p rova 1 D y e m 2QQ0 Chairman: r M _ lox3- JAN2024 New Portico 1 C l I at existing porch , , �� VILLA E BRC i9aa ` ��,, C,�. �� R Y� OK Garage SeWull L)N(G -ARTIVIc T ovw 2nd Story er Addition ver exWn9 garage f r Covered DockN New Awning RED AR l �4v over existing garage doors �n ORE w C,S,A �• ��r�5+. i P10N0.,8 , 50 / PAIb M Legal Disclaimer FLEDWT " fav 14 /t Is a violation of the New York State Education 19 Woodland Or:Neighbor across street 36 Woodland Dr.Neighbor to the left l l Law 7209 for any person to alter a document that I l beers the seal of a professional architect or h / / I engineer,unless the person is acting under the ��! direction of a licensed architect or engineer. J o Zoning Information � J VM / +ri Key Plan \ .r Zoning information as It relates to the scope of work of this project. 1+, ZONING-R25A-Town of Rye Brook NY-ID:135.44-1-30 DESCRIPTION REQUIRED EXISTING PROPOSED VARIANCE REQ7 all DIR s�arav Ed i 1 Minimum lot area(sf) 26,000 40 075sf No Change No `` ,/ Min Sefloa Una �\ Minimum frontage&lot wtOth(ft) 90, 100' No Change No 1 4 Minimum front yard(ft) 45' 100.9' 85.t13' No $ CIF Minimum side yard(ft) 15'(40'min for both) 25.68'8 32.60' 25.68'8 31.21'=55.89' No oxt�sr %sow R, ON `'• ° Minimum rear yard(it) 40' 175+1- No Change No •coo Ma 9 R I I i'' v _ •e 1°i Ii y 4 F1 Max average principal building height(ft) 2 stories or 30' 2 stories or 28' No CnaW No ,r Min Door area 1,500 sq it 3,478 sq it 4,101 sq R No �n it car a Oct % t.9At7�1t 41e i Max.floor area 6,099 sq it x • 1 » AP Ma:dmum build,rig coverage(sq ft) 5,610 sq ft max. 1,942 sq ft No Change No • ' 'w 40.59 w ftm AS mow °" 'S 8731•� t *A90 n CH 11AP or RWM I CE' _ S>$�30 ZO1sVV0artl Parr or As io1 ft ty Aare„- tJM3)h'0'N OR FOR WkY OF CH!<%M TELCHUN RND VW4 60LD IN4 AS YAP�tia�2931 Mwamum-mpervious coverage(sq ft) 11,276 sq It9,747 sq it9,777 sq it No soars �.truv�w�e as currr�ao�a 1ar.�roan w,t oar fs nc toesae roe io,rt s MQATID A•0 a 1e y� O wst�rial lice W&RO a k AAIDIIt a*DE tL�O essr�yL Otw*Aa�S a ,rE,cr RVErONt1i q w1or1DVL e+>rtva4 a Su0:rA1oJ ocean S. ,_r• ,��1+ ",:_ �,ON er,91s A tAi OOri'NO:O�"IL AOW.Y NA M • .r` L/�OIOSr OCRM I,pelpts eORI to PN,�Ai tWQ W!4 IIMY At�RI 1 INWOR2ED lerp{Ati/Ot,00PD�A liK Llerltr 4 A MOIA�01 p�Orp)nf 0<OC Id ryr Svi m Or7,01 1Ai - i� 1'0"COPES IV4W W QIWM W VC Sunv WJM WN AV 011ONC OF of LVO SrwOM PM Six a 1e neo®WL HALL K OD==10 K V48=9 OWL GUARANTEED T0: IALSA LAND SURVEYING PLC 34 Woodland Dr.Rear view,garage for addition on right + r+ 1 r"1 ?.iaor of TW 1 LLY tQc4tz �at Ukv Inc r 3 OtO"Pi"M E WWII.ttSUMNIM mrMY Mom lWNO 8r1,7(TO 19MIS V 172-24 93td MOW 1� ,i .IWA A KY,114M D6Q 1 711117101(917)E82 7394 C FA((716)2M 2814 F�j fEST '(. rM THE No.7014UL-2019 EVAI:0WAUlWSA9MLCOM ®ALL Ron FL .TD 2014 ARB Proposed Site Plan 1"=30'-0" 1 ARB Submisslon 1.1.2024 No Issue Name Date Date Project Number 12/27/23 2330 PartT Chester Scale As indicated Sheet Title , Site Plan&Existing 1 7 �,•g�• Conditions , N s 34Woodland Dr Sheet No 34 Woodland Dr.Street View garage for addition at left 34 Woodland Dr.Existing garage,proposed location of addition Street Plan:Woodland Dr Area Plan:Rye Brook P-1 00 DO NOT SCALE DRAWINGS-WRITTEN DIMENSIONS TAKE PRECEDENCE. 1 Project Title 12 New Primary Suite �\ P-101 P-101 Addition 34 Woodland Dr Rye Brook NY 10573 WC Owner \ 2'-6"Z-0' 20'-81/2' 16 SF Closet Michael&Allison Cohen i Shed Donner Primary Bathroom Hall Bath 17 SF 34 Woodland or 131 SF 60 SF Rye Brook NY 10573 914.262.1570 +�—Now flout Bi0 � - - i, L'dry Closet Bedroom 3 Architect �-- - -------- -- - - 15 SF 217 SF Canopy wl standing Datum Architecture PLLC seam metal roof i Double pocket door Phlilp Andrew Holub,RA,A/A over garage doors, i c a Passage T �' Passage �—New door to suite 37 King St below 42 SF 42 SF Hall Chappaqua NY 10514 Primary Closet in '� 141 SF 917.929.9573 OWN 157 SF phillp®datumdeslgn.com _-�------------------------- -- 17'-51/2' 4'-6' Roxul Safe WSW r DN 9 p ` Structural Engineer sheaftck at new party wens ± r 21 P-102 Sorrell Engineering PLLC �., Matt Sorell,P.E New closet fitout,8/0 i mattQsorrellpe.com Bedroom 2 ----i c 718.924.0070 r I Ens 2 Bedroom 4 :P:-1]02 > 177 SF W.I.0 r `t �3 SF 216 SF JJllll JJJ 25 SF Y Une of vaulted ceiling above - i„ Wan mounted faucet over 36" Primary Bedroom New onsulte w/plumbing r` n ! wall mounted vanity 384 SF adjacent to 9•ensuite Ensuite 1 16" Room t'' 'Q 52 SF 19 SF _ -0' 1 30 ARB-3D Views-1 -Addition over arc e 1 -2 4" -1 9'-81/2" Seal c 13'-0"+/- _.__ �SjtED AfQ �5 �+oREW 4'-2' L 13'-111/2" 4'-21/2" a 22' 4' 10 New standing seam metal roof,black 283sf+I- P-102 0 3sss O OF NE�� ARB-General Plan-Level 2 3116"=1'-0" Legal Disclaimer It Is a vlo/atlon of the New York State Education Law 7209 for any person to alter a document that - -- bears the seal of a professional architect or engineer,unless the person is acting under the direction of a licensed architect or engineer. ` - 12 11 Key Plan P-101 P-101 Existing Covered Deck Hill 011_ a RIM, Powder 'I2#-6-� I r :— Mud Kitchen Family �1 21 ARB-3D Views-2-New Portico ----------------- 24 Garage � 567 SF - ---- Newfooting ` New metal structural column m 11'-2' - ra La ---------------- 4- P-102 11 is -------------_-- N Dining Foyer Living -- New beam above 30 P-102 Duct work from unit in LVL Ridge Beam extg.attic through sosf t /�'�� tv Decorative cross ties m R-50 closed cell spray in roof R•20 Spray foam at walls Primary Bedroom Primary Bedroom " New awning above garage doors Porch ' 1 ARB Submission 1.1.2024 Rim (f Pdl 7ary et to L _ _ _ No. Issue Name Date Ar-LVL w/5/8'GWB Existing flagstone porch over extg post P_102 New 6x6'square PVC col.covers Date Project Number 12/27/23 2330 Existing railing,trim&reinstan - Scale Garage Metal column I '� Garage -0' 6'-11" '-0" Portico vnth new stucco base& As indicated 10 10'-11' blues6one cap at new columns [P-10]2 New Portico Existing steps to remain Sheet Title 23'-2' 46'-7' New footing i"�\ I Exlg.Garage Extg Porch Plans 3D Views& '3 m 3 v (H�l ection 2 1 )_�ARB-Section 1 10 ARBGeneral Plan-Level 1 "=1'-0" 3/16"=1'-0" Sheet No. V P-101 F 0 DO NOT SCALE DRAWINGS-WRITTEN DIMENSIONS TAKE PRECEDENCE. MATERIAL KEY Projectitle RF-1 LT-1 PVC COLUMN WRAP New Primary Suite ASPHALT SHINGLE ROOFING PENDANT LIGHT ROYAL BYWESTLAKE I I GAF LIBERTY MIDNIGHT BLACK VISUAL COMFORT CRAFTSMAN SERIES 8X8 EX-1 Addition ASPHALT SHINGLE WARREN HANGING LANTERN _ New metal standing seem PVC trim BEAD-BOARD CEILING RF-2 roof at porn,&portico,black 34 Woodland Dr Rye Brook NY 10573 RF-2 BB-2 Include at extg.porch METAL STANDING SEAM ROOFING 5'K-style gutter to match to Owner BLACK,FACTORY POWDER COAT match ems' MECHANICAL SEAM-18'COVERAGE • PVC fascia,include at Mg.porch Michael&Allison Cohen LN-1 34 Woodland Dr New PVC Fascia LT-2 Rye Brook NY 10573 s BB-1 � ❑ 914.262.1570 � LT-2 SOLID WOOD BRACKET \ LT-1 Architect BOARD&BATTEN SIDING WALL LANTERN - THORTON CRAFTSMAN r� HARDI-PLANK CEMENT BOARD WESTERN RED CEDAR BB-1 T Datum Architecture PLLC o PTD.TO MATCH EXTG.SIDING VISUAL COMFORT PTD.WHITE Maintain extg.door PhBip Andrew Holub,RA,AIA WARREN MEDIUM IANTERN � Craftsman PVC column wrap 37 King St happaqua 1 VERTICAL BATTENS @ 18'ON CENTER b> �----Harrli�plank board& PN-1 I o batten skiing �O 917.929.9573 BB-2 F_ phillp@datumdesign.com c Blue�onecap&treads Structural Engineer AZEK EXTERIORS 1/2'x 5-1/2'w/NAILING FLANGE Stucco reiMg reinstalled Sorrell Engineering PLLC HStucco wall,painted to.match extg.foundation Matt Sorell,P.E - ---- GARAGE DOOR matt@sorrellpe.com o OVERHEAD DOOR 718.924.0070 EX4 " CARRIAGE HOUSE COLLECTION �. EXISTING SIDING ,n , ,� FACTORY WHITE �' - HANDSPLIT CEDAR SHINGLEGRAY — m COLOR MATCH AS REO'D () Existing concrete&masonry patio -- 10,-9" PN-1 D ARB-Seciton 2-New Portico 30 �3/8 ! onl-Secti -New Portico WHITE PAINT/PVC PVC(UNFINISHED)OR BM BASE WHITE 3/8"=1'-0" =1'_0 Seal r. ,�cetrtED ARc - -- �O`y pt DREwyy�jc�` A. 12 s RF-1 RF_1 388q y0 OF NEVI ,P7_-' Legal Disclaimer It Is a violation of the New York State Education Law 7209 for any person to alter a document that nal architect or BDHW BB-1 engineer,eer,,unless the person the seal of a ois acting under the __—__ _-_— __ _ _ d1mctbn of licensed architect or engineer. PN-1 PN-1 Key Plan 7-1- DD F.1 ~ E IJ f (3)Solid wood EX-1 brackets,ptd white 71 � New Addition � 21 ARB-Elevation-West-Far Side 20 ARB-Elevation-South-Rear 3/16"=T-0" 3/16 -1-0 New Windows: To be Marvin Elevate Series or sim. Divided files as shown In elevation Alen pw" .z 8 RF-1 RF-1 77-11 r L BB-1 BB-1 ---- 43*10w M - - - eo I taco;s, RF-2 N 1 ARB Submission 1.1.2024 PN-1 BB-1 No. Issue Name Date RF-2 - ' Cr 24• Date Project Number LT-2 (2)existing windows,re- �'��. � • • I _ J _ sari 8 trnn i 12/27/23 2330 — — fi Exsting bay windows,not in scope Scale Now 3-1/2 PVC Mm& 2,_8" I l I : R AS indicated I• ,. New 8x8 PVC col.cladding(8) F—IF-11 11 1 FIFT] Existing stucco foundation, Sheet Title ptd grey _„• Elevations " NnproQ°dD01te L 23'-31i2' � Modify&paint existing railing New Addition New Addition Hardylank 18'ox board&batten skiing on Center��on new porch 1x2'battens at new addition and under porch P 1U2 New Portico wl stucco or stone piers A O 44 ARB-Elevation-East-Garage ARB-Elevation-North-Front Sheet No. 1 1 3/16"=V-0" 1 3/16"=V-0" P-1 02 F DO NOT SCALE DRAWINGS-WRITTEN DIMENSIONS TAKE PRECEDENCE. FILE COPY Z) D REVISED APR - 8 Z 24 w`� _ tt.E..�c��-_ �. �';��I rm�BROOK DATED; Bu1L PERMIT #LL2 �— AT VE APR 1.2024 BUILDING INSPECT' ge of Rye Brook, NY 1 I II\ 7 ji IAA (( = 4i, ,T- I n Project Title New Primary Suite Addition 34 Woodland Dr Rye Brook NY 10573 Owner Michael & Allison Cohen 34 Woodland Or Rye Brook NY 10573 914.262.1570 Architect Datum Architecture PLLC Philip Andrew Holub, RA, A1A 37 King St Chappaqua NY 10514 917.929.9573 philip@datumdesign.com Structural Engineer Sorrell Engineering PLLC Matt Sorelf, P.E matt@sorrellpe.com 718.924,0070. Seal &�REDARC ��6 g rND1�Wyy�T n436e°' y0 TF0F NEB Legal Disclaimer It is a violation of the New York State Education Law 7209 for any person to after a document that bears the seal of a professional architect or engineer, unless the person is acting underthe direction at a licensed arohitect or engineer. Key Plan-�� EU New Primary Suite Addition 34 Woodland Dr, Rye Brook NY 10573 2----Garage Demo Index 1 Building Permit Set - __-- 2.2.2024DraWing - heet Number Sheet Name Rev.# Current Rev. Rev. Date No. Issue Name Date w Cover Sheet 2 Garage Demo 45.2024 Date Project Number 00 Title Street 1 Building Permit Set 2.2.2024 1 /3/2024 2330 F4SD- 101 .General Spaciiications 1 Building Permit Set 222024 -100 Site Plan 1 Building Permit Set 2.2.2024-101 Scale Demo Plan 2 Garage Demo 452024 100 General Plans - Level 1 & Portico Details 2 Garage Demo 4.52024 2� Elevations &Window Sch�ule 2 Garage Demo 4.52024Sheet _101 General Flans-Level2 1 Building Permit Set 222024 Title t— °� 1 � 4 PERM41Y NT !�, 102 00 General Plans -Roof Plan 1 Sections 1 BuildingPermiSet 2.2.2024 Building Permit Set 2.22024 Cover Sheet g�� fftrp� rt-}y',y"�r��/a+g^g AF�r�'�grPg `;�,05 7� F e 12 A306 Portico Detals 1 Architectural Details 2 Building Permit Set 222024 Garage Demo 4.5.2024 9 uR �t v 13 A-700 Reflected Coiling, Electrical Plans & Plumbing One -Line 1 Building Penh Set 2.2,2024 i - 14 S100 Structural Plan - Level 1 - Foundation 2 Garage Demo 4.5,2024 - ° 15 S101 Str ctural Plan - Level 2 - Framing 1 Building Permit Set 222024 16 S-102 Structural Plan -Roof Framing 1 Building Permit Set 2,22024 Sheet No. T-000 — DO NOT SCALE DRAWINGS- WRITTEN DIMENSIONS TAKE PRECEDENCE. I Project Summary & Information The project scope is the addition of a new primarysuite over the existing garage footprint. The addition will contain the bedroom and a walk4n closet. Existing primary bathroom to remain. The former primary bedroom will become a bedroom with ensuite. Additional portico at existing porch m also being added. Buildinc Data: - - -Address 34 Woodland Or, Rye Brook NY 10573 County Westchester ',... - - Owner Michael Cohen & Allison Cohen Parcel ID 135.44-130 - - Town - - Town of Rye Brook _ Zoning_ - - R25 - - Lot Area - - 0.92ac - - - - Height / Bulk 26'. over garage, to match extg marine Setback No Changes proposed Sprinklers No Changes proposed Construction Type Frame - - Occupancy Single Family. - - - - Number of Stories 2 Story +Basement _ Building Area Existing: 3,476sf Proposed: 4,101sf Applicable Codes: Permits: - NYS Residential Building, Plumbing, Electrical Permits (including Mechanical, Electrical, Plumbing &.Demo) shall be pulled Codes 20M (Umfonn Code) & all applicable code by the Gmtractor or Subcontractor as required. _ supplements - - General Construction Notes: 1. Wok must cordorm to the requirements of Town of Rye Brook Building & Fire Department regulations and all applicable laws, utility company requirements & best trade practices. 2. 8cto2 conrmancirtgwuk,#recontrac(orshal file aR required eeriificaies ainsrmnra widr the Arcot Department of Buildings; obtain all required permits ,from all applicable agencies and submit all fees required by the governing bodies. - 3. The contractor shall verify all existing conditions in the held prior to commencing work. Any discrepancies between the drawing and field conditions shall be reported to the Architects / Engineer for review. 4. Misr details, not usually shown or specified but necessary for proper construction of any part of the work shall be included as d they were indicated in the drawings and the Architect / Engineer shall be notified in wrifing prior to commencing any such work. - 5. The contractor shall coordinate all work procedures with the requirements of the local authority & owner. 6. The contractor shall be responsible for the protection of all conditions and materials within the proposed construction area. The contractor shall design & install adequate shoring and bracing for all structural - removal tasks. The contractor shall have the sole responsibility for any damage or injury caused by or - - - - during the execution of the work.. - 7. The contractor shall layout his own work and shall provide all dimensions requirmd farther trades _ waking on the project. Plumbing and electrical work shall be performed by persons licensed in their - trades in Westchester County NY. Contractor shall be responsible for ensuring that relevant trades arrange for and obtain inspections an required sign -offs pertaining to their body of work. - 8. The contractor shall do all cutting, patching and repairing as required to perform all of the work indicated _ on the drawings and ail other work required to complete Una job. _ 9. Work is not to impede the functioning of any building safety systems, such a smoke detectors or electrical Fastener Schedule for Structural Members DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER I SPACING OF FASTENERS I Joist to sill a girder, toe nail 3-8d (21rF x 0.1 13") - - - 1'x 6' subfloor ales to each joist, face nail 2Ad (210 x 0.113' ). - - - 2staples, IN47 - _ 2' subfloa to joist or girder, blind and face nail 2-16d (312' x0.135") - - Sole plate to joist or blocking, face nail - 16d (31r2" x 0.135) i6' o.c.- - Top a sole plate to stud, end nail 2-16d (31/2' x 0.135')- Stud to sole plate, toe nail - 3 Sit (2112 x0.113") or _I - 2-i6d (310 x 2135`) - - Double studs face nail 10d 13 x 0,128`) 24'. o.c. Double top plates, face nail 10d(3°x0.128") 2V o:c. Sole plate to joist or blocking at braced wall panels 3-16d (3V2' x 0.135') _ - 16" o.c. Double top plates, minimum 24-inch offset of end - joints, face nail in lapped area -8-16d (312' x 0.135') Blocking between joists or rafters to top plate, toe nail 3-8d (21/2 x 0.113") 1 Rim joist to top plate, toe nail 8d (21/2 x 0.1IT) I 6" o.c. Top plates, laps at comers and intersections, face nail 2-10d (3'x 0.128) - Built-up header, two pieces with 12" spacer 16d (31/7 x 0.137) 16'ac. along each edge Continued header, two pieces - 16d (3112' x 0A35') - 16" o.c, along each edge Ceiling joists to plate, toe nail 3-8d (21/2' x 0.1IT) - - Confinuousheader tostud, toe nail - 4-8d{21/2'x0AI3"). - Ceiling lost, laps over partitions, face nail 3-10d (3" x 0.1281 - CeiSngjofst to parallel rafters face nail - - I 3-1 Od (3" x 0.1281 - Rafter to plate, toe nail 2-16d (31/2" x 0.135')- - 1" brace to each stud and plate, face nail ' 2-8d (21/2' x 0.113") - - 2 staples; 04" - 1" x 6' sheathing to each bearing, face nail 23d(21/2'x0AIT) - - 2staples, 1314" - - 1' x 8` sheathing to each bearing, face nail 2-8d (21/2' x 0.1IT) - - - - 3 staples, 1314 - - - Wider than V x 8' sheathing to each bearing, face nail 3-8d (2112' x 0.1130 _ - 4 staples, 1314" - Built-up comer studs - 10d (3" x 0.128") - - 24" o.c. Built-up girdem and beams, 2-inch lumber layers - f Od (3" z 0.125') - Nail each layer asfdlows 32° O.C. at - j - top and bottom and staggered. - j Two nails at ends and at each splice. 2, planks - { 2-MU(3tt2'x0:#35') - - Ateach beanhg.. - Roof rafters to ridge, valley a hip rafters: - toenail !I 4-16d(31/2 x0.135') I - face nail - 3-16d (3112" x 0.135") Rafter lies to rafters, face nail 3-8d (212' x 0.11T) - - Collar tie to rafter, face nail, or 11/4" x 20 gage ridge strap 3-10d (3" x 0.128") - - I DESCRIPTION OF BUILDING MATERIALS DESCRIPTION OF FASTENER SPACING OF FASTENERS (Inches) Edges - Intermediate ! support l Wood structural parcels, subfloor, roof and wall sheathing to framing, and particleboard wall sheathing to framing 5/16' -1/2° Sd common (2' x 0.113') nail (subfloor, wall) ! - 8d common (21/2" x 0.131°) nail (roof)f - 6 ! 12 19/32° 1' 8d common nail (212' x 0.1311 f - 6 12 11/8' - 1114' 10d.common (3° x 0.148`) nail or 8d (212' x 0.131") defamed nail 6 - I 12 I Other wall sheathing - 12' structural cellulosic fiberboard sheathing / 12' galvanized roofing trail Bid common _ If (212' x 0.131') nai; smple 16 ga.,111T kxg - 3 - 6- 25rJ2" structural cellulosic fiberboard sheathing 1314' galvanized roofing nail8d common _ (212' x 0.131') na1r, staple 16 ga.,13f4° long 3 - 6 12' gypsum sheathing - 112' galvanized roofing nail; 6d common (2" x 0.131') nail; staple galvanized 112" long; I l l r screws, Type W a S 4 8 5/8' gypsum sheathing 1314' galvanized roofing nail; - 8d common (212" x 0.131") nail; staple - galvanized 151F long; 15/8" screws Type W or S 4 I 8 Wood structural panels, combination subtfoorandedayment to framing I 314' and less 5d deformed (2'- 0.120') nail or' - - Bit common (21 iP x 0.131')nail - ( 6 - 12 7/8' - V 8d common (211T x 0,131") nail or - - - - Bid defamed 1212' x 0.1201 nail 6 - - 12 - 11/8' -11/4` - - 10d commm (3' x.0.148") nail or - ad deformed (21r2'. x 0.120') nail 6 12 circuit breakers. - - to. In bathrooms, receptacle outlets shall be supplied by dedicated 20 amp branch circuit per NEC 210.11. - - This circuit cannot supply any other receptacles, lights, fans, etc. - - - - It. All 12ONoIL single phase, 15 and 20 amp branch circuits supplying outlets installed in the dwelling shall NYS Energy Code 2020 Compliance Statement - - be protected by a listed arc4ault circuit Interrupter, combination -type, installed to provide protection of the branch circuit per CEC 210.12. - This is to certify that to the hest of the architects knowledge, the conditions: that are shown in the plans and/or specifications are in compliance with: NYS Energy Code 2020 as per table R402.L7 - NYS Building Code Compliance Statement TABLE R402.1.21NSULATION REQUIREMENTS BY COMPONENT(a)-ECC 2020&STRETCH. - This is to certify that to the best of my knowledge, the conditions that are shown in the plans and/or specifications are in compliance with NYS Residential Building Code 2020 & NYS Residential Building Code supplements. NYS Education Law 7209 It is a violation of the New York State Education Law 7209 for any person to after this document that bears the seal of a professional architect, unless the person is acting under the direction of a licensed architect U a document bearing the seal of an architect a engineer is altered, the altering party shall affix to the document their seal and the notation - ltered b ' followed b ihei - m d th dw e 1 of cha ft ti d ecif d tan f th alteration- ason, cestoer a y y r sngna re an e su an asp_ p e . NYS Fire Code Compliance Statement This is to certify that to the architects knowledge, the conditions that am shown in the plans and/or specifications are in compliance with NYS Fire Code 2020 in accordance with Section103', NFPA 211, NFPA 70 and array additional codes and codifications specified in these documents. - - General contractor to review plans with Local Fire Department as required by kxml building authority. CLIMATE FENEST- SKYLIGHT SHGC CEILING - WOOD WALL MASS WALL FLOOR' BASEMENT SLAB CRAWL ZONE 4 RATION U- U-FACTOR R-VALUE - R-VALUE RNALUE (h) RNALUE WALL - R-VALUE 1 SPACE WALL (A,B&C) VALUE(f) _ (bxc) (9) R-VALUE(a) DEPTH (d) R-VALUE STRETCH 0.27 0,50 .04 49 21 or 20+5 or 15120 30 - 15t19 10, 4 ft. 15119 CODE 13-10 ENERGY 0.32 0.55 .04 49 20 a 13+5 8113 19 10113 10, 2 f . 10/13 CODE CLIMATE CLIMATE FENEST- SKYLIGHT - SHGC CEILING WOOD WALL MASS WALL FLOOR-- BASEMENT SLAB CRAWL ZONE5 RATION U- U-FACTOR R-VALUE. R-VALUE RNALUE(h) R-VALUE WALL R-VALUEI SPACEWALL (A,B &C) VALUE O - - (b}(c) (9) RNALUE (a) DEPT_14 R-VALUE STRETCH 0.27 0.50 NR 49 21 or20"5a 15120 30 15/19 10,4ft. 15119 CODE 13s40 - ENERGY 0.30 0.55 NR 49 20 or 13+5 13/17 30 15119 - 10, 2 f . 15119 CODE Climatic Design Criteria - NR = Na Required. - - - - For Sit: 1toot =304.8 mm - Climatic and Geographic design edteria for Town of Rye Brook NY. Information based on the NYS Residential Building a. R-values am minimums. U-factors and SHGC are maximums. Where insulation is installed in a cavity that is less than Code 2020 and associated Federal & NYS Department documents. the label or design thickness of the insulation, the installed:R-value of the insulation shall be not less than the R-value specified in the table. For steel -framed assemblies, see Section R402.2.6 - GEOGRAPHIC CRITERIA - WIND DESIGN - - b.. INT. (intermediate framings) denotes standard framing 16 inches on center. Headers shall be insulated with a minimum - - of.R-10 insulation. - - ASHRAE GROUND. SEISMIC FEMA SPEED TOPO- -SPECIAL WfND6BORNE - c. The first value is cavity insulation, the second value is continuous insulation. Therefore, as an example, "13+10'means CLIMATIC SNOW DESIGN FLOOD (MPH) GRAPHIC IWIND DEBRIS R-13 cavity insulation plus R-10 continuous insulation. - - - ZONE LOAD (PSF) CATEGORY ZONE - EFFECTS REGION ZONE d, R-10 continuous insulation shall be prafded under the full slab area of a heated slab in addition to the required slab edge insulation R-value for slabs as Indicated in the table. The slab edge insulation for heated slabs shall not be 4A 20 D - YES 115/120 NO - NO NO - - required to extend below the slab. - - a 15/19 means R-15 continuous insulation on the interior a exterior of the home a R-19 cavity insulation at the interim of the basement wall. SUBJECT TO DAMAGE FROM CLIMATIC CRITERIA f. Not used. - - g: Alternatively, in alterations of existing buildings, insulation sufficient to fill the framing cavity and providing not less than ® WEATHER- FROST TERMITE WINTER ICE BARRIER AIR MEAN - - an R-value of R-19. - - ING LINE PROTECTION DESIGN UNDERLAY- FREEZING ANNUAL - h. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies where more than half of the - DEPTH TEMP (F°) MENT INDEX TEMP (F°) - insulation is on the interior of the mass wall - - a _ I. The fenestration U-factor column excludes skylights. The SHGC column applies toailglazed fenestration. 3 D SEVERE 42- YES 15 REQUIRED 1000orless 52.2 - - - Abbreviations --1 Material Symbols NO AIRCONDITIONING O.C. -ONCENTER ACCOST ACOUSTICAL - O.D. - OUTSIDE DIAMETER. - - ACT. - AD ACOUSTICAL CEILING TILE AREA DRAIN OFF. OR OFFICE - OVERHEAD - - EXISTING CONSTRUCTION -�_� EARTH FILL - ADA AMERICANS WITH DISABILITIES ACT CPG. OPENING- - ADDL ADDITIONAL OPP. OPPOSITE - ADJ. ADJACENT - OSHA. - OCCUPATIONAL SAFETY -&HEALTH ADMIN. AFF ALT. ABOVE FINISHED FLOOR - ALTERNATE - - - RLAM. PERF PLASTIC LAMINATE PERFORATED) - GWB/PLASTER BATT INSULATION ALUM. ALUMINUM - PL PLATE - - ACOUSTIC INSULATION. ANSI AMERICAN NATIONAL STANDARDS INSTITUTE P.L. PROPERTY LINE APRRPX. APPROXIAHTE PLAS - PLASTER - ARCH. ASTM ARCHITECT AMERICAN SOCIETY FOR TESTING &MATERIALS PLF PLMB POUNDS PER LINEAR FOOT PLUMBING - PLYWOOD GRANULAR MATERIAL BD,- - BOARD - PNL - PANEL BLDG. - BUILDING - PSF POUNDS PER SQUARE FOOT BILK. BLOCK PSI POUNDS PER SQUARE INCH ' BLKG. MB. - BLOCKING - BEAM - - PT - PNT POINT PAINT STEEL _ STONE - B.O. BY OTHERS - - PIT) PAINTED) - B.O.C. BOTTOM OF CURB. PLYWD PLYWOOD. B.O.E BOTTOM OF FOOTING RAD - RADIUS - B.O.S. - B.O.W. - BOTTOM OF SLAB- - BOTTOM OF WALL - - - RD REF ROOF DRAIN REFERENCE - - ALUMINUM T i ��l 1 BRICK BOT. -BOTTOM REINF REINFORCE(D) ' Ili BSMT. BASEMENT -REQ REQUIREMENTS BTWN, BETWEEN- - REV REVISION(S) - - CAB. CB CABINET - CATCH BASIN - - RM - SCP - - ROOM - - SCUPPER - - CONCRETE - - COMPRESSIBLE FILLER, RIGID INSULATION GCTV- - CLOSEDLIRCUIT TELEVISION '- SUR SHOWER - - C.J.- - - CONTROL JOINT - ST. STL. - STAINLESS STEEL - CLG. CLG. OS. CL CEILING - - CEILING HEIGHT - CLOSET - SF SIM Sim - SQUARE FEET - SIMILAR- - -. - SPECIFICATION(S) - - CONCRETE FILL MORTAR SEALANT&BACKER ROD - CLR CLEAR(ANCE) - - SQ SQUARE - L J - - GLS. CLOSURE - STD - STANDARD - COMP. GMU - COL. COMPRESSIVE - - CONCRETE MASONRY UNIT COLUMN. - STL - STOR -STRUCT - STEEL - - - STORAGE STRU07TUREISTRUCTURAL - CONCRETE MASONRY UNIT - - PRECAST CONC. CONCRETE (CAST IN PLACE) SUSP SUSPENDED - CONST. JT - - CONSTRUCTION JOIN T TREAD CONT. COR- - CONTINUOUS OR CONTINUE COORDINATE TD T.O.S. TRENCH DRAIN - - - TOP OF SLAB FINISHED WOOD. - // SHIM CORRR.. CORRIDOR - T.O.STL. - TOP OF STEEL GOV- - COVER T.O.W. TOP OF WALL CPT CARPET - - - T&G TONGUE AND GROOVE - CT CERAMIC TILE - TECH TECHNICAL - - CENTER TEL TELEPHONE BLOCKING - D.- D DEFPIDEPiH TEMP TEMPERED - DB. DECIBEL(S) - - TERR TERRACE DBL. DOUBLE - THK THICK(NESS) - - - - - DOC - - DIRECT DIGITAL CONTROL - TO - TOP OF DEG. (a) DEGREE - - T.O:C. - TOP OF CURB - - - - - DEMO. - DEMOLITION - TV - - -TELEVISION - _ Structural Design Criteria - DET. DETAIL TYP TYPICAL - - DIA. (DIAM.) e - DIAMETER _ - - TZ- TERRAZZO - This project has been design to conform to the structural load bearing design criteria set out in ffce NYS Residential Building. DIF. DIFFUSER - UL - UNDERWRITERS LABORATORY Coda 202D and associated Federal & NYS Department documents. The table belay sets out the governing loads which have been - DIM. DIMENSION - - U.O.I. UNLESS OTHERWISE INDICATED applied to the design. - - DN. - DOWN - U.O.N. UNLESS: OTHERWISE. NOTED - Structural elements which fall outside of the scope of the NYS Residential Code 2020 have been design to cononnto the - DR. DOOR UV. ULTRAVIOLET - International Building Code (IBC) 2018. - DV. DIVISION. - - VAV VARIABLE AIR VOLUME - - DWG. DWR. DRAWING - - - DRAWER - - VB VCT _ VINYL BASE - VINYL COMPOSITION TILE USE LIVE LOAD - - DEAD LOAD DRIFTIPOtM - TOTAL LOAD EA. EACH VEST VERTICAL - EL. ELEYATKAM - VEST - VERIFY E - - UNINHABITABLE ATTICS WIO STORAGE 10 5 - - 15 - ELEC. . ELECTRIC(AL) -V.LFFY. VERIFY UNINHABITABLE ATTICS WI LTD STORAGE 20 - 6 25 ELEV. - ELEVATOR V.I,F. VERIFY FIELD ! HABITABLE ATTICS OR WI FIXED STAIRS 30 8- - 38 - Wl; W/0 WITH; WITHOUT - IT ! EXTERIOR BALCONIES & DECKSW 40 10 - 15 65 - - W- WOOD FIRE ESCAPES - - 40 15 5 60 _ WT WEIGHT - GUARDS & HAND RAILS (FORCE AT TOP) 200 - - - 200 1 GUARDS & IN -FILL COMPONENTS 50 - - - 50 - - ! PASSENGER VEHICLE GARAGES - 50 50 - 2000/20itf - 50 ROOMS. OTHER THAN SLEEPING 40 12 - 52 - EMER. EMERGENCY - SLEEPING ROOMS - 30. - 10 - - 40 EQ.. EQUAL ROOFS - - 30 -8 17 55 EQUIP. EQUIPMENT STAIRS 40 - 15 - 55 EXIST. EXISTING -EXPOSED EXP, EXP. Jr. - - EXPANSION JOINT - - - - - EXG. EXISTING - - Structural identification Sign EXT. EXTERIOR E.S - EACH SIDE - - - FD - FLOOR DRAIN(S) To. be installed prior to final inspection. Type required for pmjectl V-FR FEIN. - .FOUNDATION - FIN. FINISHED) - - - - - FLR FLOOR(ING) - - - - - FLUOR. FLUORESCENT 6" DIAMETER -------i ; - FO FACE OF - - - - FT (') FOOT .FIG FOOTING GA. GAUGE - GALV GALVANIZED GFRG GLASS FIBER REINFORCED GYPSUM - GL GLASS OR GLAZING GL BLK GLASS BLOCK GSF GROSS SQUARE FEET - -. GWB GYPSUM WALL BOARD - GYP GYPSUM - HT HEIGHT - HC HANDICAPPED HDWR. HARDWARE HM- HOLLOW METAL - HORIZ.: HORIZONTAL HP -HIGH POINT - - - HR - HOUR WAG HEATINGNENTILATING/AIR-CONDITIONING IN V) - INCH - - - INCL, INCLUDE (D) (ING) - INSUL. - INSULATE (D) (TION) INT. - _ INTERIOR- -. INV. INVERT - JAN. JANITOR JT. JOINT (ED) - LAM - LAMINATE (D) - LIN. LINEAR LP LOW POINT - LT. LIGHT - - - LT. WL LIGHTWEIGHT - - - LVL LEVEL MACH. - MACHINE - MATL. - MATERIAL(S) MAX .MAXIMUM MECH. MECHANIC(AIJ - MED. MEDIUM - MEP - MECHANICAL, ELECTRICAL, AND PLUMBING MFR. -MANUFACTURER) - - -MH. MANHOLE _ - MIN. MIMMUW MINUTE - - misc. - MISCELLANEOUS - - M.J MOVEMENT JOINT - MO MASONRY OPENING - - - MTL. - - METAL - - - MULL- MULLION - N/A NOT APPLICABLE N.F.P.A. NATIONAL FIRE PROTECTION AGENCY - - N.I.C. - NOT IN CONTRACT. - NO./# - NUMBER NOM NOMINAL - - - N.S.F. NET SQUARE FEET - NTS NOT TO SCALE - Project Title New Primary Suite Addition 34 Woodland Dr Rye Brook NY 10573 Owner Michael & Allison Cohen. 34 (r6bodfand Or - Rye Brook NY 10573. 914.262.1570 _ Architect Datum Architecture PLLC ! Philip Andrew Holub, RA, A/A 37 King St Chappaqua NY 10514 917.929.9573 philip@datumdesign.com Structural Engineer - Sorrell Engineering PLLC Matt Soreq P,E matt@sorrellpe.com - 718.924.0070 - Seal B REDE �tlor�w Cd �v 6o tP 'ram a'Z C � �Lm Oa �FOcF3NE�yO Legal Disciaimeir It is a violation ofthe New York State Education Law 7209 for any person to alter a documentthat bears the seal of a professional architect or engineer, unless the person is acting under the direction of licensed architect or engineer. Key Plan s ysT I i w i ., t/2„ - - - - The sons:rec<,on true'` - STROKE ---- - tles,gnation s5+ahr be ---- to intlecatG the coPost+ecticn - - - ciassefication a£ the stt,.�tare.t„aa. DESIGNATION FOR STRUCTURAL -" - section 602 0£ the Rcnvs COMPONENTS THAT ARE OF - - TRUSS TYPE CONSTRUCTION - wFR - ------ -� r�ooe aNrec, ewre Na 1 Building Permit Set 2.2,2024 I Weoras cxo a NS � No. - Issue Name Date uRn __- ROOF FRAMING -FR" FLOOR AND ROOF FRAMINGI , --- -� Date Project Number 09/16/22 2330 Scale - As indicated i - Sheet Title Title Sheet - - Sheet No. T-100 - DO NOT SCALE DRAWINGS - WRITTEN DIMENSIONS TAKE PRECEDENCE 0 0 3. D 0 01- GENERAL DATA 1. The General Requirements & Conditions of the contract shall apply to all work specified in the sections of the specifications and the drawings. The general contractor shall be responsible for notifying the subcontractors of these requirements. Questions by all parties shall be addressed to the Architect prior to tending bid. 2. The general contractor shall coordinate all trades and Installations involved. 3. All work shall comply with all state and governing local building codes having jurisdiction over it 4. The contractor shalt warrant for one year any defective or rejected work and correct such work expeditiously at the contractor's expense. 5. The contractor shall obtain all necessary permits and inspections for the work prior to the commencement of work. 6. The contractor is solely responsible for the means and methods of construction unless explicit direction is provided in the contract documents. 7. The contractor is responsible for securing the construction the construction site storage of materials. Equipment, debris or materials will not be allowed in the front yard or as to block the usage of any driveways. 8. The contractor is responsible for the security of the job site during the construction period and shall secure any entrances and windows after each work day. 9. The general contractor shall be responsible for the safety at and immediately around the job site and shall inform all subcontractors of safety procedures and properly sign, protect and barrier hazardous areas. 10. Workman's compensation, general liability, personal injury and property damage (including automobiles) limits shall be $1,000,000 each coverage. Proof of such coverage shall be as required by law. The general contractor shall hold harmless 'The Architect' and `The Owner' for all losses and claims arising out of the performance of this contract. The general contractor shall require each subcontractor to provide proof of insurance prior to the commencement of work. 11. Before bid submissions the contractor, subcontractors and all persons performing the job related work shall visit and become thoroughly familiar with the site. Contractor shall carefully examine any and all existing conditions not shown on the drawings or mentioned in the specifications, which would affect the cost of the work required under contract. 12. The contractor shall verify all measurements, dimensions and other pre-existing conditions at the building site, including grade, elevations and building or site restrictions, as may be required in connection with the work. Contractor assumes responsibility for correctness of same. 13. if discrepancies are discovered between the contract documents and the uncovered field conditions, the contractor shall notify the architect. Dimensions indicated on the drawings should be laid out and field verified before actual construction commences. 14. It is the responsibility of the contractor to bring to the attention of The Architect any discrepancies within these documents and between the documents and the actual field conditions during the bidding and/or construction process. 15. Where dimensions are not shown and/or are inconsistent with actual conditions, the contractor shall consult with the architect to resolve any discrepancies before continuation of work 16. The contractor shall not provide work which deviates from the contract documents unless the alternate construction has been approved by the architect directly. 17. Thecontractor general c nt actor shall ensure existing structures, finishes, landscape and other items to remain are protected during construction. 18. The contractor shall make all continuous observations of the structure during the work and shall immediately inform the architect if any cracking and/or excessive deflection is observed. 19. The contractor shall be responsible for construction debris removal, unless rioted otherwise. The jobsite shall be kept in neat conditions with debris regularly cleaned up and carted away. 20. The construction site is to be broom swept at the conclusion of each working day. 21. The location of all existing utilities above and below ground shall be determined by the contractor which may potentially impact the scope of work in any manner. Contact protective agencies (i.e. Dig Safely NY 811) prior to digging. Protect existing utilities as required. 22. Existing work including the building, yard and underground utilities damaged during the course of new construction shall be restored to the original or better condition and function restored. 23. Safety Note: The contractor shall provide and maintain all necessary protection of the project and premises and be responsible for initiating, maintaining and supervising all safety precautions and programs to ensure the safety of all persons at the project. 24. The contractor shall provide temporary lighting, heating electrical power and temporary weather tight enclosures as may be required to perform the work. 25. Portable Toilet facilities shall be provided by the contractor for the duration of the project if none.are available on site. All toilet facilities shall be kept clean and sanitary by the contractor. . 26. Smoking is not permitted in the building and on the site. Consumption of alcoholic . beverages is not permitted on the property. 02 - SITE CONSTRUCTION 1. Compacted fill shall be compacted each 8" and wet at each layer, this procedure is of utmost importance and must be adhered to for any exposed exterior slab on grade work, such as patios or terraces. 2. Soil bearing capacity is assumed at 2,000 PSF minimum. Strip top soil from area of construction and stockpile for later use. 3. Remove trees, shrubs and other obstructions as indicated or required for any new construction. Coordinate with owner possible relocation of any salvaged trees or shrubs etc. 4. All disturbed areas shall be hayed and seeded at the completion of the project. 5. Back filled trenches shall be crowned 2" high for settlement. Backrill shall not be placed against foundation walls until such walls are properly braced. 6, Excavation for footings and foundation walls shall extend at least 42" below finish grade and at least 6" into the natural undisturbed soil. 7. Contractor shall check and verify all existing Conditions, grades, elevations and heights prior to commencing construction. 8. Stub -up PVC piping to leaders from PVC drainage piping 9. Leader drainage concrete and infiltration drywells shall be as indicated on plans and approved by the architect. 10. Contractor shall follow all local governing codes regarding driveway installation, property line setbacks, encroachments, minimum and maximum allowable lengths and widths; acceptable material requirements etc. and is responsible to file to proper permits as authorized by these jurisdictions. 03 - CONCRETE 1. All concrete shall have a minimum 28-day compressive strength of 3,000 psi. Contact architect if freezing conditions may occur during curing. 2. Premature drying shall be prevented for a period of three (3) days for high early strength, or seven (7) days for regular concrete by a continuous fine mist application or other approved method. 3. Concrete slabs on grade shall have welded wire mesh located 1-1/2" below the top of the slab and poured on 6 mil polyethylene vapor barrier on compacted gravel. Rebar located in footings shall have a minimum clear cover of 3". Refer to details. 4. Parge any foundation walls below grade and waterproof. 5. Footings on different levels shall be stepped on a slope of one (1) vertical to two (2) horizontals (24" minimum dimension) when abutting existing footings, matching depth is a minimum requirement. 6. All piers and sections of foundation walls used for bearing posts of girders shall be filled solid to footings with concrete. Coordinate location of the same as indicated in the drawings. 04 - MASONRY N/A 05 - METALS 1. All new flashing shall be aluminum or copper 2. Any termite shields installed shall be aluminum or copper. 3. Steel reinforcing shall be bent cold. Provide coverage as indicated. Position and support to prevent displacement. Architect to inspect prior pouring. 06 - TIMBERS A PLRST)CS Rough Carpentry: 1. All wood framing shall be kiln dried (18% moisture) visually graded and stamped. Approved species for structural lumber are: Douglas fir -larch Hem -Fir Southern Pine Spruce -pine -fir 2. All 2" x " floor joists and headers shall be #2 or better 3. All 2" x 4" and 2" x 6" wall framing and 4" x 4" posts shall be standard #2 or better. 4. LVL Members shall be Boise Cascade 2.0. Contractor to provide submittal for LVL product to be used, for approval by architect prior to purchasing and installing. 5. TJI Members (where present) shall be truss joist, see framing plans for series and depths. Installation shall be strictly as per MFR recommendations. Provide web stiffeners, rim joists, squash blocks and metal hangers, ties and straps. 6. LPI Members (where present) shall be installed in strict conformance with manufacturer's instructions. Provide OSB web stiffeners, rim joists and squash block and metal hanger accessories as required to comply with all manufacturers recommendations. 7. Plywood shall be APA Rated: %" COX Roof Sheathing - NO OSB ALLOWED '/V T&G COX Subfloor %" COX Sheathing Provide 1116" spacing at end joints and 1/8" spacing at side joints. 8. All wood in contact with masonry shall be Wolmanized or equivalent 9. All pressure treated wood shall be Wolmanized or equivalent 10. Joist Hangers and any mist. hanging and bracing components shall be Simpson strong tie, all substitutions must be approved by the architect. 11. Exterior connectors shall be galvanized to satisfy ASTM A153-82 standard specification for zinc coating (hot dip) on iron and steel hardware. 12. Nails shall be standard steel brite for interior, hot dipped galvanized for exterior. Refer to fastener schedule for exact type, quantity and spacing. 13. Bolt, carriage and lag screws shall be of 60,000 psi tensile strength to satisfy ASTM- A307-86A 14. Caulk shall be paintable silicon, white. Application shall conform with manufacturers recommendations. 15. Building paper shall be Tyvek housewrap by dupont 16. Building tape shall be Zip System by Huber. Substitutions must be approved by architect prior to installation. 17. Soffit vents shall be 2" continuous vinyl strip. 18. Framing requirements as follows: Aft new work shaft be level and plumb to align with solid bearing. New work must not conform to any out of plumb existing structure. Coordinate with architect if any out of plumb conditions are noted in the existing structure. Provide cutting and patching for all HVAC, Plumbing and electrical trades within framing as need. Follow all relevant codes and manufacturer recommendations when cutting into any framing. Provide all framing members to execute the work including beams, joists, headers, jack studs, blocking, furring, shims, and firestop and metal accessories. Provide bridging between floor joists at mid span or at a maximum spacing of 8'-01, Contractor shall double framing members under all partitions that run parallel to the framing Exterior Finish: 19. Exterior overhang ceilings at entry porticos and porches shall be vinyl beaded board panels. 20. Exterior trim, soffits, window frames, casings, paneling window surround detail and miscellaneous woodwork, post wraps, etc. shall be PVC (Azek, Royal or equivalent as approved by the architect) in sizes and thicknesses as specified. All nail holes to be patched with white caulk. 21. Exterior door and window trim shall be PVC (Azek, Royal or equivalent as approved by the architect) in sizes and thicknesses as specified. All nail holes to be patched with white caulk Finished Carpentry: 22. Interior doors and window Casings, jambs and stools, base and crowns to be pre primed poplar of pine (not MDF) to match existing. Living room as standard. 23. Stairs to have solid 1" (actual) red oak treads and primed risers. Stringers to be 1-1/2" (actual) primed pine. Stair manufacturer to submit shop drawings to architect for approval prior to manufacture. 24. All exterior stair and railing and decking components to be of poured concrete, PVC (trex or equivalent as approved by the architect), pressure treated lumber and vinyl. Architect to review submittals of all materials prior to purchasing and installation. Closet Carpentry: 25. Closet shelving to be %"xl2" eased edge birch veneered plywood with 1 "x3" cleats as required. Pole to be medium duty chrome with chrome hardware. Provide (2) minimum support brackets at 48" O.0 26. Installed pieces shall be adequately nailed with finish nails and marred with hammer marks, all nails set and all holes filled with putty and sanded. 27. Full lengths of molding shall be used, piecing allowed in lengths of 16'-0". Lengths of 12'-0" minimum allowed. 28. New repairs to match existing, living room as standard. 29. Provide 2" x _" wood blocking in all wails behind closets, bathrooms for shower screens and any areas to receive open shelving and wall mounted cabinets. 07 - THERMAL. MOISTURE, FIRE AND SOUND 1. For all new construction work, waterproof foundations from footing to siding. Provide 4" perforated footing drain in gravel protected by filer fabric as indicated in sections. 2. Provide new gutters leaders, hangers and straps to match existing (where applicable). New gutters shall have min 1/8" per foot slope and shall have expansion overlaps at runts of greater than 30'-0". Architect to locate on site. 3. Provide new aluminum gutters and leaders throughout as required, unless noted on plans as copper. Tie all gutters into existing drainage system. 4. Wherever required, roofs to receive 30 Year GAF Timberline architectural shingles in standard color to be approve by architect/owner. Strip all existing layers of shingles at roofs, provide new COX plywood as required. install new Ice and water shield. 5. As applicable provide valley roofing to match existing. California wave, typical - provide Ice & Water shield entire new roof sections, or where replacing existing up to 36" 6. Provide GAF Liberty self -adhering rolled cap sheet for low slope roofs. Overlap as per manufacturers recommendations. Install new aluminum flashing with gasket roofing . screws, tape with Zip Systems by Huber. 07 - THERMAL: MOISTURE, FIRE AND SOUND - CONT'D 7. Provide GAF StormGuard roll film surface roof leak barrier underlayment at all low slope roofs. 8. Install wire baskets at each leader location. 9. Provide roof underlayment as per R905.2.7 for slopes 2:12 to 4:12. Provide two layers of underlayment (#30) installed as per R905.2.7. For slopes 4:12 or greater install a single layer lapped 2" min. and as per P905.2.7. Provide building wrap (Tyvek Homewrap or architect approved equal). Insulation `Grace' Ice and weather shield up 36" min from eaves where applicable. Fire Stopping. 10. Shall be provided in accordance with the building code requirements. Provide minimum 2" clearance between framing and all chimney fireplace masonry. Pack 2" space with fiberglass. 11. Provide fire stopping at all concealed vertical spaces at floor and ceiling so that such space will: Not be continuous for more than one story Prevents passage of flame smoke fumes and hot gasses And not communicate with concealed spaces in floor, ceiling or roof construction. 12. Provide new 5/8" Type X sheetrock at unit demising wall to provide 1 HR rating between units. 13. All new sheetrock throughout to be 5/8" Type X as typical. Thermal Insulation: 14. Where applicable shall be foil backed fiberglass insulation by Owens Coming or approved with the following R Values as minimum: Cavity Ceiling - R49, Ceiling between joists - R38, Floors - R30, Walls - R19 15. Ali spray foam insulation shall be UPC 2.0 two -component, medium density, one to one by volume spray applied polyurethane foam. Minimum R-Value of 6.7 per 1". Application to be in strict adherence to manufacturers specifications. Thickness as set out in the plans and specifications. 16. All spray foam installation to be performed by a licensed and insured contractor, with certificate of insulation issued post application. Architect to review and approve submittal for spray foam prior to application. 17. New interior slabs and foundations insulation as applicable - Formular 150 extruded polystyrene R-5 per 1", thickness as specified in plans. 18. Sill insulation -'Sill Seal' foam with termite shield. % Install rigid insulation directly to masonry, butt joint tightly. Sound Insulation: 20. Provide 6" sound insulation at all new interior ceilings wherever existing ceilings are removed. Provide 4" at walls and floors wherever open to new. Fit sound insulation batting tightly and secure with staples as necessary. 21. Ventilation: 22. Building thermal envelope shall be durable sealed to limit infiltration as dictated in the iecc - NYS energy conservation construction code section 402.4.1 - building thermal envelope and air leakage. 23. Building design shall not create conditions of accelerated deterioration from moisture condensation as dictated in the IECC - nys energy conservation construction code section 402.5 moisture control 24. Ventilation shall be provided at all bathrooms to exterior with fans of 110cfm minimum. 25. Kitchen exhausts shall be vented to the exterior, capped with aluminum vent caps. 26. Building ventilation shaft be in compliance with iecc - NYS - energy conservation construction code section R403.6 - Mechanical Ventilation. Energy Recovery Systems to be installed in spray foam areas to meet code mandated ventilation requirements. 08 - DOORS AND WINDOWS 1. All windows to be Marvin Elevate or Andersen 400 series; any alternates to be reviewed and approved by owner and architect. 2. All new windows vinyl white windows. Max U-Value as per TABLE R402.1.2 INSULATION REQUIREMENTS BY COMPONENT on T-900, refer to plan for all egress window locations. 3. Provide safety glass at bathrooms. 4. Provide door stops at every active door. Provide safety glass at all doors and as per window schedule and or indicated on plans. 5. Provide self -closing mechanism on any fire rated door. 6. All doors to be hung plumb and level in full operation. Jamb to be 4" from comer wall unless dimensioned otherwise. 7. All new interior doors to be solid core Masonite to match existing. 8. All entry doors to be provided with deadbolt mechanism. 9. All windows to be approved by architect, do not remove window stickers until after all inspections. 09 - FINISHES 1. All new interior walls and ceilings to be 518" Type X gypsum wall board rated by USG - 1 hr rated. All new interior walls and ceilings in bathrooms to be 'green board' 5/8" type X gypsum wall board by USG - 1 hr rated. 2. Cement board to be used in all wet areas to be tiled. 3. Paint and prime all gypsum wall board one (1) coat primer and two (2) coats in finish and color as selected by owner. Taping and Speckling: 4. All wails shall be taped and spackled with three (3) coats and shall be flush, lightly sanded and primer ready. Any holes marks, nail pops shall be repaired to finish ready conditions. 5. Laticrete Epoxy Ground 6. Spectralock Pro ground for ceramic tile, glass tile, polished porcelain and certain marble and stone, interior and exterior floor and wall applications. 7. Laticrete Cementations Grout 8. 1500 Sanded ground for heavy duty exterior and interior use 1600 Unsanded ground for marble and soft glazed ceramic tiles for wet/dry areas Permacolor ground for interior floor and wall ceramic tile and Certain stone applications 9. All mortar beds and sets to be as per manufacturers specifications 10. Provide waterproof membrane at all walls around showers and baths, Kerdi by Schluter. Provide Ditra by Kerdi under all tiles over wood floors. 11. Provide wood thresholds between file and adjacent areas at bathrooms and kitchens where applicable: 10 -SPECIALTIES 1. VOC Maximums: Paint VOC MAX: 509/1 flat; 150G/L non -flat wood finishes VOC MAX: Varnish 265G/L, Lacquer 275G/L, Shellac 730G/L, Clear or 55OG/L pigmented, Sealers 100G/L Waterproofing and 275G/L sanding, 10OG/L all others. Carpet adhesive 50G/L 2. No materials shall contain added UREA or Formaldehyde, contractor to submit cut sheets to building inspector for approvals. 3. Roof materials to be SRI of 0.29 minimum. 4. A minimum of 25% of construction waste when measured by weights shall be recycled, repurposed and or/re-used and not send to a landfill or incinerator. Submit compliance documentation to building inspector.- 11 - EQUIPMENT NIA 1 12 - FURNISHINGS Owner Provided 13 - SPECIAL CONSTRUCTION N/A 14 - CONVEYING SYSTEMS N/A 15-MECHANICAL 1. All mechanical work to be itemized separately form base bid. 2. File all work with local governing authorities having jurisdiction. 3. General contractor to provide complete patching and repairing where HVAC work is conducted 4. Provided cutting and patching at framing members for HVAC, plumbing and electrical trades within framing as needed. 5. Remove and relocated any HVAC systems as required to perform new work. See plan for locations of new and relocated radiators, provide in style to match existing where replacing. 6. All HVAC plumbing supply lines shall be PEX sized as required to prevent pressure drop when multiple fixtures are in use. 7. Pipes shall be strapped and isolated as required to eliminate vibration 8. The contractor shall coordinate pipe locations with the HVAC and electrical sub- contractors prior to commencement of roughing work to minimize interference between mechanical services. 9. interior design temperature used for heating and cooling load calculations shall be a minimum of 72°F (22'C) for heating and a minimum of 75°F (24°C) for cooling as required in the 2015 IBGC - NYS energy conservation construction code section 302.1 - design conditions. 10. Provide PVC access cover panels as required for all clean outs, connections, shutoffs, valves, etc. locations at all ceilings and walls. 11. Provide two (2) exterior hose bib for water supply, at front and rear of property. 15 - ELECTRICAL 1. File all work with local authorizes, obtain fire underwriter certificate, supply copies to ownerand building department. 2. Contractor shall obtain and pay for all permits, inspections and sign offs required by law, including the fire writers certificate. Contractors must supply a copy of fire underwriter's certificate to be building department and the owner. 3. Provide cutting and patching at framing members for HVAC, plumbing and electrical trades within framing as allowed by codes. 4. Demolish existing wiring, fixtures, witches and power distribution systems where possible. Rewire existing house with all new cables, switches and fixtures. 5. Provide fixtures, lighting and wiring as per electrical plans and schedules. Provide HVAC low voltage and line service as required for all new work. 6. All materials used shall be new and meet all requirements of the electrical code and nfpa, UL rated where required. 7. All new construction plates to be decora style white. 8. Provide new 100A service panels to replace existing, label aff breaker. 9. Provide new hardwired and interconnected smoke and carbon monoxide detectors located as per plans. 10. All new wiring to be concealed, contact architect where exposed wiring will be required. 11. Lamp all fixtures at project completion. + GENERAL DEMOLITION NOTES f Refer to demolition plans for demolition notes and scope of work i GENERAL CONDTiONS OF WORK 1. Contractor to fumish all labor, materials, equipment and services necessary to complete all work shown in each plan and specification. Order all materials in a timely matter so no delays result. Check lead times for all specialty materials. 2. Adhere to all manufacturers' recommendations regarding installation instructions. If there is a discrepancy or conflict in performing the design intent of these drawings, contact the architect immediately. ecAll.booklets,w rr warranties, information packs etc. are to be presented to the owner at project completion. 3. Do not smie drawings, please contact the architect for dimensions required but not indicated. 4. Final cleaning of construction site areas shall be required. Wash and clean all surfaces of all affected areas. Clean both sides of windows including sills and trim. 5. Maintain egress from all levels of the building during construction. Keep stairs and doors clear of debris and materials. Do not "board up" access and egress locations. Coordinate with the owner and architect all access and egress locations and security of said openings. 6. Contractor is responsible for all verifications of existing dimensions and conditions prior to commencement of work. i Pruiect rile New Primary Suite Addition 34 Woodland Or Rye Brook NY 10573 Owner Michael & Allison Cohen 34 Woodland Or Rye Brook NY 10573. 914.262.1570 Architect Datum Architecture PLLC Philip Andrew Holub, RA, AIA 37 King St Chappaqua NY 10514 91 T929.9573 philip@datumdesign.com Structural Engineer - Sorrell EngineeringPLLC Malt Sorell,P.E matt@sorrellpe.com - 718-..924.0070. - Seal Legal Disclaimer - - It is a violafion of the New York State Education - Law 7209 for any person to after a document that bears the seal of a professional architect or engineer, unless the person is acting under the direction of a licensed architect or engineer. Key Plan N ECI 1 Building Permit Set 2.22024 No. Issue Name Date Date - Project Number 09/16/22 2330 Scale 12" = 1 '-0„ Sheet Title General Specifications Sheet No. T-101 DO NOT SCALE DRAWINGS - WRITTEN DIMENSIONS TAKE PRECEDENCE. IGENERAL SITE WORK NOTES - - - 5--The amhitectshall not be responsible for the supervision of the construction. - 2 No changes shall be made to these plans except as per NYS law chapter 987. 3. All work and materials shall comply with all applicable codes, including but not limited to ACI, -AiSC, IBC, NYS Building Codes, Zoning and any local laws and ordinances. 4. All conditions, locations and dimensions shall be field verified and the architect shall be notified immediately of any discrepancies. - 5. - All changes made to the plans shall be approved by the architect and any such changes shall be filed as amendments to the original building permit. 6. The contractor shall supervise and direct the work using his best skill and attention. They shall be ad* responsible for all construction means, methods, techniques, sequences and procedures. They shall he responsible for coordinating. all portions of the work under the contract. - - 7. The contractor shall be responsible to the owner for the acts and omissions of his employees, subcontractors and their agents and employees, and other persons performing any of the work under a contact written or otherwise with the contractor. 8. Safety during construction :hall be the responsibility of the contractor and shall conform to all local, state and federal agencies in effect during the period of construction. - 9. - The contractor and his subcontractors shall make application to receive all necessary permits to perform the work under contract. The contractor and his subcontractors shall be - licensed to do all work as required bu the local, county, state and federal agencies which may have jurisdiction over those trades. The owner shell be presented with copies of all licenses and insurance certificates. - 10. Final grading around the building area shall slope may from the structure. 11, All written dimensions on the drawings shaft take precedence over any scaled dimensions. 12. Adjoining public and private property shaft be protected from damage during construction, remodeling and demolition work. Protection must be provided for footings, foundations, party walls, chimneys, skylights and roofs Provisions shall be made to control water runoff and erosion during construction or demolition activities. - - - 13. The person making a causing an excavation to be made shall provide written notice to the owners of adjoining buildings advising them that the excavation is to be made and that the adjoining building should be protected. The notification shall be delivered no less than -10 days prior to the scheduled starting date of the excavation. - 14. The contractor hired to perform the work shall be endorsed to the name of Philip Holub, AIA as additionally insured on all policies and hold harmless documents, and shall stipulate that this insurance is primary, and that any otter insurance or self-insurance maintained by Philip - Holub and Datum Architecture PLLC - 15. The contractor shall notify all utilities 72 hours prior to the start of his operations and shall ra+r* with aA theWS Industrial Code Rule 753 dig safe regulations. 16. The contractor shall contact dig We NY 811 and have all utilities in the area marked out prior to commencement of any hand digging or mechanized excavation. - INSTALLATION & MAINTENANCE OF EROSION CONTROL NOTES: Construction Schedule: - - - Notify appropriate municipal agencies having jurisdiction over the project at least 5 days prior to staffing work. - Erosion & Sedimentation Control: - Shall be in general conformance with NYSDEC °New Yak Standards and Specifications for Erosion and Sediment Control" - - 1. Slit fence placed along limits of disturbance. 2. Dust control, welling of surfaces of prevent blowing of dust and roadway cleaning as appropriate. - 3. Construction entrances will be stabilized and prevent mud from tracking on roadways from construction vehicles. 4. - Use of sell, stockpiles and straw Wes as appropriate. Erosion Control Measures: - - Install all erosion control measures poor to start d construction. Call for inspection from the appropriate municipal agency having jurisdiction at least 2 days prior to finish. - Inspection by Municipality - Maintenance to be performed during all phases of construction: After any rain causing runoff, contractor shall inspect hay bales, fences etc. and remove any excessive sediment and inspect stockpiles and correct any problems with seed establishment. Inspections shall be documented in writing and submitted to the appropriate municipal agency having jurisdiction. Inspection by Municipality - Final Grading .Remove unneeded subgrade from the site. Call for inspections from the appropriate municipal agency having jurisdiction at least 2 days prior to finishing work. - Inspection bMunicipality Landscaping - Spread topsoil evmty over areas to be seeded. Hand rake level. Broadcast 1.25 Ibs bag of Jonathan Green °Fastgrow° mix or equivalent over area to be seeded. Apply straw mulch and water within 2 days of completion of top selling. Call for inspection from the appropriate municipal agency having jurisdiction at least 2 days prior to finish. Inspection by Municipality - Final Landscaping _ Grass should be established. Call for inspection from the appropriate municipal agency having _ jurisdiction at least 2 days prior to finish Inspection byMunicipality Findinspection All erosion control measures removed and grass established. Call for inspecton from the appropriate municipal agency having jurisdiction at least 2 days prior to finish. Silt Fence Section B 11 Support Net _ if ( Post _ _ _ _ 2_ J Posts Filer Fabric SectiortA - Fim - - - -TOP VIEW _ Backfiif Coupler BB 'j A Section B TOE4N METHOD SectionA- JOINING SECTION OF FENCING Silt Fencellstallation Notes: - '1. - Excavate a 4x r Trench along the lower perimeter of the site. 2. Unroll a section at a time and position the posts against the back (downstream) wallofthe trench, net side - away from the direction of flow. 3. Post to be steel or type T ar U hardwood. 4. Drive the posts into the ground until the netting is approximately 2° from the trench bottom. - 5. lay the toxin flab of fabric onto the undisturbed bottom of the trench. Backfdl the trench and tamp the sell. Steeper slopes exceding 25 percent require and intercept trench andfor straw bad. - 6. Join Mims as shown above. - - T.. Fabric to be FilterX, Mardi 100x, StabiOhka 1`140n or equivalent Geafeb andicr Envirofence prefabricated units also acceptable. 8. On slobes upto 8 percent, either silt fence or straw bales can be used. - Soil Stockpiling Stabilize entire pile w/ vegetation or cover 2 [ / Q Q 0 MIN, SLOPE SILT FENCE MIN. SLOPE Soil Stockpiling Notes: - 1. Areas chosen for stockpiling operations shall be dry and stable. 2. Soils or fill to be stockpiled on site during cutting and filling activities should be located on level potions of the site with a minimum of 50-75 foot setback from temporary drainage males. 3. Maximum slope of stockpile shall be 1:2 _ 4. Upon completion of sod stockpiling, each pile shall be surrounded with either sit fencing or strap bales, then stabilized with vegetation orcovered. - 5. Stockpiles remaining in place for more than a week should be seeded and mulched, or covered with geotextile fabric surrounded by silt fence. 6. See specifications (this manual) for installation of silt fence. Zoning Information _ Zoning information as it relates to the scope of work of this project. - ZONING - R25A - Town of Rye Brook NY - ID:13SA4-130 DESCRIPTION REQUIRED EXISTING PROPOSED VARIANCE REQ? Minimum lot area (sf) 25,000 40,07W No Change No Minimum frontage & lot width (ft) Minimum front yard (ft) 90' - 100' 45' 100.9' No Change MAT No No Minimum side yard (it) - 15' (40'mm for both) - 25.68' & 32.60' 25.6V & 31.21' = M ff No - Minimum rear yard (ft) 40' 17541- No Change No Max average principal building height (it) 2 stories a W 2 stories or 26 No Change No j Min. floor area - '.. Max. floor area - 1,600 sq ft 3,476 sq it 6,099 sq ft - - 4,101 sq N No - - Maximum building coverage (sq it). 5,610 sq it Max. 1,942 sq It No Change No Maximum impervious coverage (sq ft) 11,276 sq It - 9,747 sq it 9,777 sq it - No - 0 O i'OR TFTLE PUI "M8 QNLY SUMVED FDRRRU1E WLE AGGYV, V.V. ORIGINAL SCALE: i = 3c o+ eoz s r R ra v us r �kza v s a rw a -.-. AW C: Et PF1i4ES C2 ,-rR ..max ex MAP OF PROPERTY SITUATEO AT VILAnE OFWE r77OOK-%%S9T HM1M0=frY ILY - New Portico at existing porch New 2nd Story Addition overexfsting garage New Awning over existinggarage doors 9�9 RH IDT' ib 14 p 2 e�m1 YAre 8r1Y311f'Nl: YAat - - ram tux 5 84'3024w Y! 40.69 S 'a 9J6o&%sat WP or 890M -OLV A`AAV PAW Of LOr A. }5 tA'� X1)t4 OR FOR.ItERLY OF t1El4LM TELCtL? R D 9&;t O GanS1TR7 kr stoat NO, A AS VIP &> 2931 KTY � WiAim5 0! t(.ijfQV$ ltdM3x )EA'Lif 9AA lint RdY 5x RE LCffit XR CL1t tE 2RG 6 rF�k"fD xb Ai rIS B?'Ni R TE 1?.E OTix�( CtfSOiu':L.Yi•GY fi0 [LWYY2 atT,Ylla/ Li'D'+t -+4 0.`0 ¥Y T%.bS0.'ZS 4" EE }NIFG �rfR U:w'�N'SF3 fit ti<:FLNg ME Ki T.�"]�A3r U AV.r1W, s4"P.'3'+G I lit -Wr i[rtE� ce$A �43�3RStbd�1Y Isc-.W Q3 3�*+.`dQkAT WV.3G �1 fgJ s.'Y9H'K %M. ff 4E,Y<lf TwT.k R•. 0. G+rY Oi"k`5 fiord ➢Z i+k'tii fP Y-b SW.P tikam w'Y fl' H lW 9EM-v' . 9i1 fit bin➢ r£v. ^rXt s a'rs;t.� U tE �+W TK.` &?Fi iE'.Yli:SGHOBGO AS Wla;kniA YlY Ais:40 tY i8C SrUdZi£J'W 4E 9Rft1'R - GUARANTEED Tin: St1SU IALSA LAND RV� PL1� E�iNN 11 (iaw MILE Am f, iW_ i t'L�,EI 'f(N.LVZ A2.9 k+]aY Tts?iiz DTY h $1><(1El c 1 01: tYSLeIrc 111Gi TiP�0.`KL. h'A'W2Ec C-01GaNY J 1}'JciY1 aV:S m 1S{v'S - 172--24 913 AiEWJE 1LY, 11433 - Tarpw ;E (4t7)42-53$! FAY (718)298--7814 TIRE Y.a. 7a141IL-2L19 OVAGOPAI rdrC-..,LIUY - (�, 0 Construction - Site Plan _.. -= 30'-01, New Primary Suite Addition 34 Woodland Dr Rye Brook NY 10573 ovinne r Michael B Allison Cohen 34 Woodland far Rye amok NY 10573. 914262.1570 Architect - Datum Architecture PLLC Philip Andrew Holub, RA, AIA - 37 King St Chappaqua NY 10514 917.929.9573 philip@datumdesign.com Structural Engineer Sorrell Engineering PLLC Malt Sorell, P.E matt@sonellpe.com 718-924.0070. Seal D ARC �y P11oRF/v U 4@ o F r 3889 y0 T OF IN Legal Disclaimer - 9 is a violation of the Ale wYork State Education Law. 7209 for any person to alter a document that hears the seal of a professional armhntect or engineer, unless the person is acting underthe direction of a licensed architect or engineer. Key Plan - Ft� - 1 Building Permit Set 2.2.2024 No. - Issue Name - - Date _ Date 1/3/2024 Scale - As indicated Project Number 2330 Sheet Title Site Plan Sheet No- SD-1 00 DO NOT SCALE DRAWINGS- WRITTEN DIMENSIONS TAKE PRECEDENCE. 0 0 3 0 GENERAL DEMOLITION NOTES: 1. PRIOR TO COMMENCING ANY DEMOLITION WORK, THE CONTRACTOR WILL OBTAIN ALL NECESSARY PERMITS FROM THE LOCAL BUILDING DEPARTMENT AND PRESENT TO OWNENARCHITECT FOR RECORD. ALL PERMITS WILL BE DISPLAYED ON THE EXTERIOR OF THE PROPERTY AS REQUIRED BY LOCAL LAW. NO WORK IS TO START WITHOUT APPROVAL OF THE LOCAL BUILDING DEPARTMENT. ANY FINES, PENALTIES OR _ LEGALIZATION COSTS THAT ARISE FROM UNPERMITTEO DEMOLITION WORK WILL BE PAID FOR BY THE CONTRACTOR 2. BY SUBMITTING A BID, THE CONTRACTOR REPRESENTS THAT HEISHE HAS REVIEWED - THE EXISTING BUILDING AND SITE CONDITIONS PRIOR TO BID ANDHASASSESSED POSSIBLE FUTURE CONOtTIONS THAT MAY AFFECT WffffiR WORK. THERE SHALL WA PRE -DEMOLITION CONFERENCE PRIORTO PROCEEDING WITH THE DEMOLITION WORK ATTENDED BY REPRESENTATIVES OF THE OWNER, OWNER'S REPRESENTATIVE, THE - - ARCHITECT, THE CONTRACTOR AND SUBCONTRACTORS PARTICIPATING IN DEMOLITION ACTIVITIES 3. THESE DEMOLITION DRAWINGS HAVE BEEN COMPILED FROM AVAILABLE INFORMATION AND ARE NOT INTENDED TO LIMIT THE SCOPE OF THE WORK. - DEMOLITION KEY NOTES ARE INTENDED TO ASSIST THE CONTRACTOR IN UNDERSTANDING THE GENERAL TYPES OF MATERIALS TO BE REMOVED AND ARE NOT INTENDED TO LIMIT THE REMOVAL OF MISCELLANEOUS, SECONDARY, OR ACCESSORY MATERIALS. THE CONTRACTOR SHALL ANTICIPATE ENCOUNTERING HIDDEN OR UNCOVERED CONDITIONS NOT SHOWN ON THESE DRAWINGS, REQUIRING ADDITIONAL WORK FOR THE COMPLETION OF THIS CONTRACT. - - 4. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING OPERATIONAL ACCESS TO, AND EGRESS FROM, THE EXISTING OCCUPIED BUILDING DURING DEMOLITION AND - CONSTRUCTION FOR THOSE AREAS INFLUENCED BY THE PROJECT. COORDINATE ALL FENCING, LIMITS OF WORK, WORKERS PARKING, ACCESS, EGRESS AND SERVICES WITH OWNER. DO NOT BLOCK REQUIRED EGRESS ROUTES OR INFRINGE UPON NEIGHBORING - PROPERTIES. - 5. THE CONTRACTOR SHALL CONSTRUCT PARTITIONS AND UNDERTAKE ALL OTHER PRECAUTIONS AS NECESSARY TO INSURE THAT DUST,. DIRT & DEBRIS FROM THE CONSTRUCTION SITE DOES NOT ENTER ADJOINING ROOMS/ PROPERTIES. PROTECT _ AREAS, PROPERTIES AND PUBLIC WAYS ABUTTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TOA13UTTING AREAS AND PROPERTIES RESULTING FROM THE CONTRACTOR'S CONSTRUCTION ACTIVITIES. 6. REMOVE AND LEGALLY DISPOSE OF ALL DEMOLITION MATERIALS INDICATED ON THE PLANS INCLUDING, BUT NOT LIMITED TO, DEBRIS, FIXED OR MOVEABLE EQUIPMENT, PLUMBING FIXTURES, PIPING, BOILERS, ELECTRICAL FIXTURES, PANELS, DUCTS, CONDUITS, LOOSE FINISH MATERIALS, DOORS AND WINDOWS, FRAMES, FOUNDATIONS, WALLS, CEILINGS, ROOFING, SITE MATERIALS. SITE CLEANING, DEBRIS DUMPSTER AND DEBRIS REMOVAL ARE THE RESPONSIBILITY OF THE CONTRACTOR. COORDINATE DUMPSTER PLACEMENT AND STAGING WITH THE OWNER 7. CUT OFF, CAP AND MAKE SAFE ALL UNUSED OR ABANDONED -IN -PLACE UTILITIES OR MECHANICAL IPLUMBINGIELECTRICAL INFRASTRUCTURE IN ACCORDANCE WITH SPECIFIED REQUIREMENTS, CODES, AND PUBLIC AGENCY REQUIREMENTS. 8. ANY EXISTING FIRE ALARM AND SECURITY PROTECTION SYSTEMS ARE TO BE MAINTAINED OPERATIONAL - - - 9. WHERE EXISTING MATERIALS ARE TO BE CUT TO ALLOW FOR ABUTTING TO, OR. BLENDING WITH, NEW MATERIALS, ALL CUTS ARE TO BE MADE IN A NEAT AND WORKMANLIKE MANNER TO FACILITATE THE SEAMLESS ATTACHMENT AND BLENDING OF NEW OR REPAIRED WORK. 10. -THE CONTRACTOR SHALL PROVIDE, UNDER THE WORK OF THIS CONTRACT, ALL SELECTIVE AND ISOLATED DEMOLITION AND CUTTING OF CONCRETE, MASONRY, - PLASTER FINISH MATERIALS OR OTHER MATERIALS TO REMAIN, TO FACILITATE THE ROUTING AND CONCEALED INSTALLATION OF NEW INFRASTRUCTURE, DUCTWORK, RMNG, Wli WG, AND FIXTURES WHERE THESE ELEMENTS ARE TO BE HfOOM FROM VIEW. SELECTIVE CUTTING SHALL BE MINIMIZED, NEAT AND PROPERLY PREPARED TO SEAMLESSLY BLEND IN NEW WORK, THE CONTRACTOR SHALL PROVIDE, UNDER THIS CONTRACT, ALL NECESSARY CUTTING AND PATCHING REASONABLY INFERRED BY THE DOCUMENTS. ALL DEMOLITION FOR ACCESS TO INSERT INFRASTRUCTURE COMPONENTS INCLUDING EQUIPMENT IS PART OF THE BASE CONTRACT. SUCH ACCESS DEMOLITION IS NOT SPECIFICALLY ILLUSTRATED IN EVERY CASE AND IS PART OF CONTRACTOR'S MEANS AND METHODS TO EXECUTE DESIGN INTENT. ACCESS PENETRATION SHALL BE NEATLY REPAIRED AND RETURNED TOWHOLECONDITION THERE SHALL BE NO ADDITIONAL COST TO THE OWNER BEYOND BASE CONTRACT FOR ACCESS DEMOLITION AND RELATED REPAIRS OR RESTORATION. - 11. WHERE CONCRETE, MASONRY, OR STONE WORK IS REQUIRED TQ BE CUT FOR OPENINGS, CUTTING SHALL BE DONE BY ABRASIVE WHEELS, SAWS OR CORING.. NO JACKHAMMERSWILL BE ALLOWED AT THESE AREAS UNLESS APPROVED BY THE OWNER. AT ENDS OF CUT MASONRY TO REMAIN, REPAIR AND NEATLY SQUARE ENDS WITH TOOTHED -IN MASONRY WORK TO ADDRESS ANY VOIDS OR DAMAGE, AND RETURN TO FULL INTEGRITY, AS NEW. LINTEL POCKETS SHALL BE NEATLY CUT IN AND NEATLY CONFIGURED. - - - 12. EXISTING CONDITIONS INDICATED FOR REMOVALIDEMOLITION SHALL BE IN THEIR ENTIRETY, UNLESS OTHERWISE NOTED. UNFINISHED SUBSTRATE CONDITIONS REVEALED BY SCHEDULED DEMOLITION (FLOORS, WALLS, CEILINGS, ETC.), SHALL BE PATCHED TO MATCH EXISTING ADJACENT SOUND SUBSTRATE AND/OR PREPARED AS NECESSARY TO RECEIVE NEW FINISHES SCHEDULED. ANY AND ALL PENETRATIONS ANDIOR HOLES REMAINING IN EXISTING FLOORS, WALLS AND/OR CEILINGS RESULTING FROM SYSTEMS DEMOLITION WORK SHALL BE PATCHED IN -KIND (FOR RE- ESTABLISHMENT OF ANY FIRE RATINGS), WHETHER OR NOT THE CONDITION IS SCHEDULED TO BE FURRED -OVER. SUBSTRATES SHALL BE REPAIRED AND BLENDED TO MAKE WHOLE WHERE DEMOLITION HAS SIGNIFICANTLY DISTURBED SUBSTRATE. 13. WHERE INDICATED, EXISTING GYPSUM BOARD, PLASTER ANDIOR SUSPENDED - ACOUSTIC TILE CEILING SYSTEMS SHALL BE REMOVED AND DISPOSED OF IN THEIR ENTIRETY AS PART OF THE DEMOLITION SCOPE, UNLESS OTHERWISE NOTED. _ % WHERE INDICATED, ALL EXISTING FLOOR FINISHES (INCLUSIVE OF MULTIPLE LAYERS), SHALL BE REMOVED AND SURFACES PREPARED TO RECEIVE NEW SPECIFIED FLOOR FINISH INSTALLATIONS. - 16, iNFILL HOLES IN SLAB WHERE ABANDONED SHAFTS OR OTHER PENETRATIONS ARE EXPOSED BY WALL REMOVAL. INFILL VOIDS AND FINISHES TOBRIDGEGAPS IN FLOOR, CEILINGS, AND WALLS WHERE EXISTING PARTITIONS HAVE BEEN REMOVED AS INFERRED BY FINAL LAYOUT. PROVIDE PATCHING OF ALL EXISTING SUBFLOORS AND - FINISH FLOORS WHERE DEMOLITION OF PARTITIONS, OR STAIRS, HAS LEFT GAPS IN FLOORING. PROVIDE PATCHING OF EXISTING PARTITIONS AND CEILINGS WHERE DEMOLITION OF PARTITIONS, OR STAIRS, HAS LEFT GAPS. ALL GAPS SHALL BE INFILLED WITH NEW CONSTRUCTION TO MATCH, THE EXISTING._- 19. DIMENSIONS INDICATING THE EXTENT OF MATERIAL TO BE REMOVED AND NOTES REGARDING THE LOCATION, SIZE, AND QUANTITY OF PENETRATIONS THROUGH EXISTING MATERIAL, WHERE INDICATED ON THE DEMOLITION DRAWINGS, ARE INCLUDED FOR BASIC SOUPING PURPOSES ONLY. IN ALL CASES CONTRACTOR SHALL CONFIRM AND FULLY COORDINATE WITH THE REQUIREMENTS OF ALL NEW WORK BEFORE PROCEEDING WITH ANY DEMOLITION ACTIVITY. - - 17. CONTRACTOR TO PERFORM LEAD TESTING PRIOR TO DEMOLITION. S14OULD LEAD BE FOUND, REMOVAL MUST BE PERFORMED BY A'LEAD REMOVAL' CERTIFIED CONTRACTOR AND COMPLY WITH ALL RELEVANT CODES AND INSPECTIONS - PROCEDURES. - - 18. AT AREAS OF EXTERIOR DEMOLITION, TAKE CARE TO MAINTAIN WEATHER PROTECTION AND WATERTIGHTNESS OF EXISTING CONSTRUCTION. -LEAVE EXISTING EXTERIOR WALLS STRUCTURALLY SOUND, PROTECTED. FROM THE WEATHER, WATERTIGHT AND SECURE AT THE CLOSE OF DEMOLITION WORK: - 18. CONTRACTOR TOPERFORMASBESTOS TESTING PRIOR TO DEMOLITION. SHOULD - ASBESTOS BE FOUND IN THE INSULATION DRAW OTHER LOCATION; REMOVAL OF THE MATERIAL SHALL BE PERFORMED BY A LICENSED REMOVAL CONTRACTOR REMOVAL OF OTHER PRODUCTS CONTAINING INTACT ASBESTOS, SUCH AS EXTERIOR SHINGLES AND VINYLASBESTOS TILE SHALL BE IN ACCORDANCE WITH OSHA RECOMMENDED - WORK PRACTICE. ALL MATERIALS TO BE DISPOSED OF IN NYS APPROVED DISPOSAL FACILITY. - - - Hall Bath Primary Bathroomr _--------- Ix Bedroom f — — — 1 NOT IN SCOPE OF WORK Hall tnstap temporaryLpWaft Demo newopening - - barrier wall during - - construction ' Demo door and wall - Demo existing siding I- �: -�-- Provide extra heavy dutyramboard floorpmtedron along path ofhavel Demolish extg, shingle only. I - / - from construdon site to exit. _ — — — — — — —. — — — — _ _ — — _ — Q Maintain mtg. plywood - -----_ _. Demo existing roof and root framing —� _ N i \ Ensud$2 Bedroom 4 Garage Attic a, Dann extg. /t4` - - r closed (Rout - - Bedroom 2 - Demo door & wall for new passage --�-I WAC A as per general layout plans Demo extg. windows I I I I II I I I I I ---J -- I -------- -------- J Dann portion of extg. porch, Provide 7`- -- Demo - - - temporary shoring as regd Demo extg. porch asphalt shingles 20�31016'= struction - Demo/Existing Plan -Level 2 1'-0" Project Tile New Primary Suite Addition 34 Woodland Dr Rye Brook NY 10573 Owner Michael & Allison Cohen - 34 Woodland Or - Rye Brook NY 10573. 914.262.1570 Architect Datum Architecture PLLC Philip Andrew Holub, RA, AIA 37 King St - Ghappaqua NY 10514 917,929-9573 phdip@datumdesign.com Structural Engineer Sorrell Engineering-PLLC Matt Sorell, P.E matt@sorrellpe.com - 718.924.0070. Seal ! �r�ttED Al,ll, C qNDliElyrr �. a438eg �O OF NE`N Legal Dischdow 9 is a violation of the New York State Education Law 7209 for any person to after a docunnent that bears the seal of a professional architect or engineer, unless the person is acting under the direction of a licensed architect or engineer. Key Plan Powder EO Mud Kitchen Family O ram= = ---- — — -- -- 1 I j NOT IN SCOPE OF WORK .III Garage 556 SF - Demo extg, concrete for new, footing as pa stwcimal plans III - i ' __ d Living - -— — — — — — — - I Dining .. - ---- II UP -_ ----- l v Foyer - �ervona�r�n .. i - - II (EVnN9 d}hf 10'97 ' � • 1 � — — - � 2 Garage Derrro4:5.2024 -----_'" ' Deno siding atextg. porch 1 Building Permit Set 2.2:2024 Demo extg, garage walls & sl plates. - - _ _ Porch _- 1! No. - Issue Name Date Scrape back any extg mortar atCMU j l - -�---- - Jtj) knee wall to expose level surface _ L _ _ — '`— .. Date Project Number 5' - 6 1/4 - L 11' - 3 1/2' . I 5' - 6 1/4" � _ Existing steps to remain 09/16/22 2330 Demo extg. col. cladding wf structure (2) - - Scale Verify in field all dimensions indicated in demo plans - Demo exig. col. cladding only (4) - AS Indicated - Temp. remove extg. railingdudng construction. Set aside to trim reinstall and paint Existing posts to remain (2) - Sheet Title. ---- -._. Demo Plan 10 _Construction - Demo/Existing Plan - Level 1 3/16" = 1'-0" Sheet No. SD-101 DO NOT SCALE DRAWINGS- WRITTEN DIMENSIONS TAKE PRECEDENCE. FINISHING NOTES I. ALL SHEETROCK.IN GARAGE TO BE (CEILING AND WALLS) TO BE 5/8°.MOISTURE RESISTANT FIRECODE-X 2. PROVIDE 10, MOISTURE RESISTANT GREEN BOARD IN BATHROOMS & LAUNDRY. TAPE, SPACKLE, PRIME & PAINT AS PER PROJECT SPECIFICATIONS ON GENERAL SPECIFICATION SHEET T401. 3, PROVIDE 3/4"SILL, HEAD & JAMB EXTENSIONS AS REQUIRED.- PATCH AND PAINT. VERIFY DEPTH IN FIELD POST WINDOW INSTALL & FRAMING 4. ALL NEW TRIMS TO MATCH EXISTING, VERIFY Wf OWNER AS BASE -PROVIDE: - A. PRIMED PINE BASE TRIM TO MATCH EXTG. IN FINISHED AREA TYP. B. PRIMED PINE DOOR AND WINDOW CASING TO MATCH EXTG. IN FINISHED AREA E - PROVIDE CEMENT BOARD ON WALLS & WATERPROOFING MEMBRANE ON FLOOR IN SHOWER, AND ANY WALLS SPECIFIED TO HAVE TILE. VERIFY WITH INTERIOR DESIGNER 6. USE MOISTURE RESISTANT BENJAMIN MORE BATH & SPA OR APPROVED EQUIVALENT PAINT IN BATHROOM & KITCHEN - 7. PROVIDE SCHLUTER-DITRA UNCOUPLING & WATERPROOFING MEMBRANE, AS UNDERLAYMENT AT ALL TILE LOCATIONS OVER WOOD FRAMING S. INSTALL FLOOR FINISHES AS FOLLOWS: _ A. . BATHROOMS: TILE AS SPECIFIED BY OWNER B. ALL OTHER AREAS: RED OAK FLOORING TO MATCH EXISTING C. GARAGE FLOOR: EPDXY PAINT PROFESSIONALLY APPLIED 9. CONTRACTOR AND OWNER TO REVIEW ALL WINDOWS AND OPENINGS, REPLACE AS REQUIRED 10. WINDOW & DOOR DIMENSIONS AS SPECIFIED IN PLAN ARE FOR GENERAL REFERENCE ONLY. PRIOR TO PURCHASING WINDOWS CONTRACTOR MUST FIELD VERIFY DIMENSIONS AND COMPATIBILITY OF ALL OPENINGS, PROVIDE FINAL CUT SHEETS FOR OWNER ARCHITECT REVIEW PRORTO PURCHASING. - - INSULATION NOTES 1. -INSULATION TO FOLLOW GUIDELINES ASSET OUT IN THESE NOTES TO - ENSURE BUILDING MEETS ALL REQUIREMENTS SET OUT BY THE NYS STRETCH ENERGY CODE. 2. ALL EXTERIOR WALES TO CONFROM WITH TABLE TABLE R402.1.2 SET OUT - UNDER THE NYS ENERGY CODE COMPLIANCE STATEMENT ON T-100 - A. CONTINUOUS R-20 CLOSED CELL SPRAY FOAM INSULATION, IN NEW AND EXISTING 2W WALLS B. R50 BATT, UNCOMPRESSED OR CLOSED CELL IN ATTIC AREAS 3. WHERE SUPPLY & RETURN DUCTS TO THE EXTERIOR COME INTO CONTACT W/PLUMBING SUPPLY, ENSURE PIPES ARE INSULATED WI R-7.5 MIN. FIBERGLASS INSULATION SLEEVES 12"_ IN BOTHDIRECTIONS TO AVOIDE PIPE FREEZE. 4. ALL WINDOWS TO BE LOW-E DOUBLE GLAZED ARGON FILLED. 5. CEILING BETWEEN FLOORS TO BE INSULATED W/ ROCKWOOL R-30 UNFACED INSULATION. - DOOR & WINDOW NOTES 1. ALL WINDOWS AND EXTERIOR DOORS TO BE NYS ENERGY STRETCH CODE (AS SETFORTH ON T-100 )COMPLIANT DOUBLE GLAZED WINDOWS. TAPED AND INSULATED AT SILLS, JAMBS AND HEADS. 2 PROVIDEAT LEAST EGRESS COMPLIANT OPENING. 20'WIDE X2CHIGH 5.7SQF CLEAR FOR EACH BEDROOM AS SPECIFIED. 3. ALL WINDOWS TO BE NEW CONSTRUCTION MARVIN ELEVATE SERIES OR SIMILAR. TO BE CONFIRMED BY OWNER PRIOR TO PROCUREMENT. 4. OWNER I INTERIOR DESIGNER TO APPROVE STYLE AND TYPE FOR INTERIOR DOORS.ANDTHMS 5. OWNER TO APPROVE HARDWARE FOR INTERIOR & EXTERIOR DOORS 0 Project Title New Primary Suite Addition 34 Woodland Dr Rye Brook NY 10573 Owner Michael & Allison Cohen 34 Wwd and Dr Rye Brook NY 10573. 914.262.1570 Architect Datum Architecture PLLC Philip Andrew Holub, RA, AIA 37 King St Chappaqua NY 10514 917.929-9573 philip@datumdesgn.com Structural Engineer Sorrell Engineering PLLC Matt Sorell, P.E matt@sorrellpe.com 718.924.0070. Seal �5 �.toNely r�, 10 11 0 388,9..,,,L�� A-300 A-300 �F Nt�` Legal Disclaimer Fusing wall wt 2x stdpsat 16' it is a violation of the New York We Education o.c. & p.t plate. 5/8° GWB Law 7209 for rbears the seal oia any professional architect or documentrson to affer a that 1 g — — — - engineer, �ron ofai enseed rccnitecto acting he Align .�. Mud Key Plan t F __ VIF existing door, providemin. 20-minute fire Typical Wall Construction: j 1 I; - rated door, equipped with a self -dosing a New 2x6' waft at lst ff"to replace extg. - - i.automatic-closing device- Typical Structural Drawings for details -Siding, as per elevations g Ot Q1 - W Zip Sheathing, taped (brain) - _ - Ga rage -24 wall @.16'o.c ..555Sr - 516' Firecode-X M.R sheetrock, typical - - R-20 batUclosed cell insulation - M - - 1 throughout garage - - -1/2' sheetrock - - i New footing as per structural plans Refinish garage floor and foundation walls w/ A- 00 i professionally instated 2-W epoxy (gray). - - - O 2 - _ New metal column as per structural plans H j21 6'W X 22'DX 34'H Thorton Craftsman Outlooker, western red cedar brackets (3)_._.ng y 9 i i Dining Foyer Livin I 3/4' plywood at all interior garage walls, rat.- - - structural drawings for details I 20 5' 111/4„ 11' 1/2" l7 to match exg, Existing flagstone- e.to remain— _ rI Existing RR corxrete curb- --_-Neu 6x6pt. col -ate -- -. - 3 P1 {- i ` -_ New�PVG cd.cwers over exgp — — — — -F — - - - - `D _ - _ _ . i i Royal PVC Column wrap, Craftsma series 8x8 - 2 GarageImo 4.52024 Rehim existing windows, VIF opening prior to nom. 9-tYYx9-12 actual. (8) totai$rprgact purchasing sex windows - __ _ i — ---- (/r-�\ EAstin railin to be reinstalled at - + i _ _ _ - P� 1 Building Permit Set 2.2Date A ® J C I g g - -- -- —- I, No. {slue Name Date rarnPlefim ofjoh aM painted ----- -- -- r Soled f-£2. 1' nosinec�,esmar�r+ - i extg. treads. l' nosing Existing bluestone steps to remain 2' 0 6 11 Y - 0" - . rudsind Extg. s(ep, VIF +n sin 1 Dale - Project Number j EQ EQ 09/16/22 2330 g - scale (j 5'-111/2" - AS indicated _ 11'-10314"- - - 20' 10" i _ 1V-103/4" ! ttt - Existing, VIF -- Existing; VLF _ - Existing, VIFSheet Title General+ Plans - Level 1 $t - [A 10 - - - PA PB PC Of door PD PE PF Portico Details 4Existing -- Existing - - Exxsgng - Existing _ Column Column Column Column 10 Construction - General Plan - Level 1 sheet No- A-100 DO NOT SCALE DRAWINGS -WRITTEN DIMENSIONS TAKE PRECEDENCE. , K LIGHT AND VENTILATION LIGHT (FA) VENTtLATION(4%) FLOOR NO. ROOM AREA REQ'D PROVIDED REQ'D PROVIDED COMPLIES? Level Oi-W GARAGE 567 SF (1) - (t) - YES 1-e0e12 02 01 PRIMARY BEDROOM (2) 384 SF 30.72 SF 41.06 SF 15.36 SF 22.14 SF YES o2-02 - PRIMARY CLOSET - 156 SF (4) _. - (i) - - YES - 02-03 - PASSAGE - 42 SF (I) - (t) - YES 02-04 PASSAGE 41 SF (1) - (1j - YES 02-05 BEDROOM 2 (2) - 177 SF 14.16 SF 22,84 SF 7.08 SF 12.3 SF YES 02-W WJC 25 SF (1).. - (1) YES 02-07 ENSUITE 1(3) 65 SF 3 SF 1 2234 SF -1.5 SF 12.3.SF YES (I)- MON HABITABLE SPACE - - (2) - ONE WINDOW IN THIS SPACE MUSTBE EGRESS COMPLIANT AS PER NYS RESIDENTIAL BUILDING CODE 2020 R310.2.1 WHICH STATES: MINIMUM OPENING AREA - EMERGENCY ESCAPE AID RESCUE OPENINGS SHALL HAVE NET CLEAR OPENWG OF NOTLESSTMAN 57SQUAREFEET (0.530 A42). THE NET CLEAR OPENING DIMENSIONS REQUIRED BY I -MS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCYESCAPE AND RESCUE OPENING FROM THE INSIDE.THE NET CLEAR HEIGHT OF THE OPENING SHALL BE NOT LESS THAN 24INCHES SIOMM) AND THE NET CLEAR WIDTH SWILL BE NOTLESS THAN 20INCHES (508 MAN. (3)- AS PER R303.3 ADDITIONAL LOCAL EXHAUST SYSTEM (I I0CFM) TO BE PROVIDED. - FINISHING NOTES 1. ALL SHEETROCK IN GARAGE TO BE (CEILING AND WALLS) TO BE 5V MOISTURE RESISTANT FIRECODE-X - 2. PROVIDE tl2", MOISTURE RESISTANT GREEN BOARD IN BATHROOMS & LAUNDRY. TAPE, SPACKLE, PRIME & PAINT AS PER PROJECT SPECIFICATIONS ON GENERAL SPECIFICATION SHEET T-101. & PROVIDE 3W SILL, HEAD & JAMB EXTENSIONS AS REQUIRED. PATCH AND PAINT. VERIFY DEPTH IN FIELD POST WINDOW INSTALL & FRAMING 4. ALL NEW TRIMS TO MATCH EXISTING, VERIFYWI OWNER, ASBASE -PROVIDE: A. PRIMED PINE BASE TRIM TO MATCH EXTG. IN FINISHED AREA TYP. B. PRIMED PINE DOOR AND WINDOW CASING TO MATCH EXTG. IN FINISHED AREA 5, PROVIDE CEMENT BOARD ON WALLS & WATERPROOFING MEMBRANE ON FLOOR IN SHOWER, AND ANY WALLS SPECIFIED TO HAVE TILE. VERIFY WITH INTERIOR DESIGNER 6. USE MOISTURE RESISTANT BENJAMIN MORE BATH & SPA OR APPROVED EQUIVALENT PAINT IN BATHROOM & KITCHEN - NDERLAYMEM INTERIOR DOOR SCHEDULE Level Mark From Rowe: Name To Roan: flame - Height Width Panel Type Panel Material - Swing - - Hardwme Set Basement D-INT-8 - Garage - T-0" 5-(r Level D4NT-7 Garage. T-lY 9-01 - Level 2 D-INT-1 Passage Hal - 6'-8' 2-8' - Match Extg. WD - LH Bathroom - - Level 2 0.1NT-2 Hall Bedroom 6'-8' - 2-6' Match Extg. WD - LH Passage Level DINT Passage - W.LC - 6'-8° 2-0' Mach Extg. WD LH Passage Level DINT-4 Passage - Errsuilel - G-8' 2-6' Mlch Ed9. WD RH Bathroom - Level 2 DINT-6 Primary gocet Passage F-8' 4`-0° IMetch Ex1g-double pence IVID Sfidw - Flush pull er,& recessed folding Grand totat:7 WINDOW SCHEDULE Window Type I Count Window Description _ - Width Height .Manufacturer Model Egress Area Daylight Area EgressWmdow - Comments - W1 12 Window-Double_Hung-Mavin-Eievae 2-11112'S-3314-- Marvin Windowsand Doors- EtD1-4 6.15 SF 11.42 Yes Egress Carnpliant, factory combined W2 Ill Window-Double_Hung,Marvin-9Evate 2-91t2° 4'-73W IMarvin Windows and Doars JELDH3456 4.928F 19.11 SF % lReview pans for factory oombitwd &tempered urHts Grad total: 13 - - _ DOOR & WINDOW NOTES 1. ALL WINDOWS AND EXTERIOR DOORS TOBE.NYS ENERGY STRETCH CODE (AS SETFORTH ON T-100 )COMPLIANT DOUBLE GLAZED WINDOWS. TAPED AND INSULATED AT SILLS, JAMBS AND HEADS. 2. PROVIDE AT LEAST EGRESS COMPLIANT OPENING. 20'WfDE X WHIGH - 5.7SOF CLEAR FOR EACH BEDROOM AS SPECIFIED. - - 3. ALL WINDOWS TO BE NEW CONSTRUCTION MARVIN ELEVATE SERIES OR SIMILAR TO BE CONFIRMED BY OWNER PRIOR TO PROCUREMENT.. - 4. OWNER I INTERIOR DESIGNER TO APPROVE STYLE AND TYPE FOR INTERIOR DOORS AND TRIMS 5. OWNER TO APPROVE HARDWARE FOR INTERIOR & EXTERIOR DOORS- 7, PROVIDE SCHLUTER-DITRA UNCOUPLING & WATERPROOFING MEMBRANE, AS U AT ALL TILE LOCATIONS OVER WOOD FRAMING 8. INSTALL. FLOOR FINISHES AS FOLLOWS: - Al... BATHROOMS: TILE AS SPECIFIED BY OWNER -3A-300 EL ALL OTHER AREAS: RED OAK FLOORING TO MATCH EXISTING C. GARAGE FLOOR: EPDXY PAINT PROFESSIONALLY APPLIED - _ - 9. CONTRACTOR AND OWNER TO REVIEW ALL WINDOWS AND OPENINGS, REPLACE AS REQUIRED 1 O - 10. WINDOW & DOOR DIMENSIONS AS SPECIFIED IN PLAN ARE FOR GENERAL REFERENCE ONLY. - 2^ _ 0^ A' - - - - PRIOR TO PURCHASING WINDOWS CONTRACTOR MUST FIELD VERIFY DIMENSIONS AND - 2'-6" - Shed Dormer- - COMPATIBILITY OF ALL OPENINGS. PROVIDE FINAL CUT SHEETS FOR OWNER ARCHITECT REVIEW - ,b- Q _ 1 E4-- - Primary Bathroom - PRIOR TOPURCHASING. - Trkn&Casing note: - - _ I l II - Close offend protect during New trim for doors and windows to - ® _ -.. � _ construction match existing throughout house.'. I, INSULATION NOTES 1. INSULATION. TO FOLLOW GUIDELINES AS SET OUT IN THESE NOTES TO ENSURE BUILDING MEETS ALL REQUIREMENTS SET OUT BY THE NYS STRETCH ENERGY CODE. - 2. ALL EXTERIOR WALLS TO CONFROM WITH TABLE TABLE R402.1.2 SET OUT UNDER THE NYS ENERGY CODE COMPLIANCE STATEMENT ON TA00 A. CONTINUOUS R-20 CLOSED CELL SPRAY FOAM INSULATION, IN NEW AND EXISTING 2x4' WALLS B. R50 BATT, UNCOMPRESSED OR CLOSED CELL IN ATTIC AREAS 3. WHERE SUPPLY &RETURN DUCTS TO THE EXTERIOR COME INTO CONTACT W/PLUMBING SUPPLY, ENSURE PIPES ARE INSULATED W1 R-7.5 MIN. FIBERGLASS INSULATION SLEEVES 12" IN BOTH DIRECTIONS TO AVOIDE PIPE FREEZE. - 4. ALL WINDOWS TO BE LOW-EDOUBLE GLAZED ARGON FILLED. - 5. CEILING BETWEEN FLOORS TO BE INSULATED WTROCKWOOL R-30 UNFACED INSULATION. - - -F11 Fl New cos-fi--B- New standing seam metal roof, black 64sf d- Double 2x4'wall, to provide - 02-03 0.040° Prelinished, Blackwl all fasteners asper mfr. - space fa electrical wok Passage spycations. Provide profiles samples for owner & _42 SF 02-043'- 9" architects approval 02-02 - II Passe ePrimary Closet9 NNo exposed fasteners fa at any156 SF j a 42 SFmetal standing seam roof components CSro zw Center window on D-INT5 zTypical Wall Construction:Siding, as per elevations 518"Zip Sheathing, taped 1T-2" _..I h'-' HOLD o - I 2X4" @.16"b:c stud wall, typ. I -2x4wall@16'b.c - 4'-1" 3'-0 - R-20 batUclosed cdl insulation - - Provide (2) Were of 5t8' GWB at interior -- H L 1 ". -172'shcekock - 2X4' @ 16" o.c stud wag, typ. i Primary SuitaffedroaNPassage party watt. Maintain extg. Plywood sheathing _ N -- Center window on roof ridge tl - m 2 w n New closet Titouf, B10 z t 02-06 ro W.I.0 I 25SFI Wall Insulation: - _ - 22`- 4" 02-05 - R-20min. closed cell spray foam at all new - -- ---- Bedroom 2 ' r exterior wags, typ. - - - 177 SF f w _ 3f4°thk. Red -Oak 9oorin9 z Floor insulation: --- "'--- stained to match ex - O 9, typ o LL R50 bait insulation between new floor joists. Facing to m - at all new work - - - underside of subficor - Demolish extg, shingle only. % 36" R-10 Rigid board to underside ofjoists, taped at seams. Ci - 02-01 - Maintain edg. plywood _ Passage w Primary Bedroom - 384 SF - - 20 Ceiling Insulation: -. -_.._ - __ Ell R50min. closed call spray foam at all new ceilings, typ. - ow 1 1 6' - 7" - - - - - I- 3 - cr I N New 5' KSWe gutters, white connected to extg. 4, - -11 -- - - --- drainage infrastructure. i - -- Factory combined window un'd, egress complaint. - I i L 4 - 2 *- 14 0" -- - I 1l'-7 - 11'-103(4" I _ 20„ ---_- I A B C PA 1 PB PC o O A-200 i 1 a Construction - General Plan - Level 2 1/4" = 1'-0" Project Title .. New Primary Suite Addition 34 Woodland Dr Rye Brook NY 10573 owner - Michael & Allison Cohen 34 Woodland Or Rye Brook NY 10573 914.262.1570 i Architect Datum Architecture PLLC Philip Andrew Holub, RA, AIA - 37 King St - Chappaqua NY 40514 917.929,9573 philip@datumdesign.com Structural Engineer Sorrell Engineering PLLC Matt Sorel],-P.E matt@sorrellpe.com 718.924.0070. - Seal (BRED "L" �9 �1ORIF JJ. 438 9 -kV OFNE` Legal Disclaimer - It is a violation of the New York State Education Law 7209 for any person to altera document that bears the seat ofa professional architect or engineer, unless the person is acting under the direction ofa licensed architect or engineer. Key Plan - Thermostatic mixer wf handheld Bathroom Rntsh tote: - Vefiy ati finishes. fixfure types it tions - - Slone shower curb - with Interior Designer prior torough-in - - 24° shower door, tempered safety glass - Wall mounted faucet over 36° wall mounted vanity. New faddy combined and tempered window. Closet -� ! Verify size of existing opening prior to purchasing ,I D„ 02-07 Eosu 1 65LSF i9l [I- 0 - - - P1 m, Providef8'wide polormadvdayu98" - - exposure. Fix to sherterpanet set rrr wrtyid- sealentadpancakescives New standin seam metal roof, black 283st+4- Nola: No exposed fasteners for at arty 0.040' Prefin .Black art all fasteners as per m6.. mefa landing seen rod components spea8cation Provideprofilessamplesforowner& - I - Itt".1 architects ap met. - 11'-1031A" i I PD PE PF 1 Building Penret Set 22.2024 No. Issue Name - Date Date Project Number 01 /03/24 2330 Scale As indicated Sheet Title General Plans - Level 2 Sheet No- A-101 DO NOT SCALE DRAWINGS- WRITTEN DIMENSIONS TAKE PRECEDENCE. Pmject Title New Primary Suite Addition 34 Woodland Dr Rye Brook NY 10573 Owner Michael & Allison Cohen 34 Woodland Dr Rye Brook NY 10573 l 91 4.262 1570 j Architect ) Datum Architecture PLLC Philip Andrew Holub, RA, AIA 37 King St Chappaqua NY 10514 917.929.9573 philip@datumdesign.com l Structural Engineer Sorrell Engineering PLLC Matt Sorelt, P.E matt@sormllpe.com - 718.924.0070. Seal _.- --- I j A-300 A-300 I i 11 I 0 38159 �O heDormer._ I - -- --,_-- --- --- _ _ - Legal Disclaimer Meta(6athroom vent flood. It is a violation of the New Yank State Education i - Aluminum flashm to 12" above root -_ _ Do r# locate on roof plane facing street I Law 7209 for any person to after a document that f( -- g - bears the seal of a professional architect or I line, max. 4" exposure I _ engineer, unless the person is acting under the New roofing, GAF Liberty Midnight direction ofa licensed architect oreng£neer. Black. Provide sample for owner & architect approval Key Plan f j 12 v I r 6 3.375 (15.77) , I i M Shed Dormer- --- —-- Roof Insulation R50 closed cell insulation, tip. at new addition I- I - I I —Replace existing roofing, GAF liberty 12 I Mdnight Black. Provide sample for I A 2 II I I owner &architect approval 5.25 (23.5) Existing Pitch VIF 2 - -200 �zo Ty feel Roof construction: -- -- - - - I --"-� Asphalt Shingles (match extg: home) -- Match extg. roo£pdch --- "� 30# Roofing Felt or Ice and Water Shield I 518" Zip System Roofing Panel - Rafters as per structural plan (23.5°) (23.5°) a I 5.25 Existing Pitch VIF Existing Pitch VIF 5,25 12 12 I -- 20 - - -- - - - - - - - -- - - - -5" aluminum K-style gutter wl 1/4" pitch tip- --- - A-300 Connect to extg. drainage infrastructure -- - " Garage Door Canopy. Refer to / t 9 9 1 10/A-101 for roofing information d� LLL---_�� - -""- L._— --�--- 12 (36.37°) (36.37°) 12 JJNew Pitch New Pitch .i. __ - — - - - - -- — - - - - - - - JlIn --- - P 1 _.-- - -- _ N -+--� Porch Roof: Refer to t01A-101 for - - 4-�01"-. _ __ roofing infama on 0" -Aluminum K-Style gutters, white connect to _ -- -� o - exlg. drainage infrastructure 1 Building Permit Set- - 222024 .._. 3' - 7" ... _ - 8' - 0" ' 8 - 0" 3' - T 12' - 7 1!4° �, 5'. - 11 1t2"� _ 8� wit 1" _�`5_ 11. 112" __ .__-_ _._ 11' - 90 3f4'- _ ( No. Issue Name Date .._ _..... .-_--__ I 11 7 _-_ 11' - 7" 4' - 5 1 /2" 4' - 5 1/2" -1 I Project u 01/03/24 - 233O her - I Scale 10 �� I Sheet Title 00 A B O PA i A2 PB PC PD PE PF General Plans - Roof Plan } Construction -Roof Plan 10 -- - - -- - - - --- - - - - - 1/4" = 1'-0" Sheet No. A-102 DO NOT SCALE DRAWINGS - WRITTEN DIMENSIONS TAKE PRECEDENCE. - i 1. All windows to be Simulated Divided Lrfe with Spacer Bar (SDLS), as indicated in elevations 2. WI Units to be egress complaint 3. WI Units for front elevation to be factory combined 4. W2 Units for New Bathroom to be tempered & factory combined 5. Provide screens for all windows 6 Hardware color to match extg. window hardware throughout house e 7. All windows to be new construction. Field verify size of existing t openings prior to purchasing windows. o8. Interior trim to match existing throughout house " 9. Windows to be installed as per mfr. instructions. Verity final unit size - 5 with cutsheet for rough opening dimensions. �/ Fdm Fastening Note: — All exterior toms, sills & casing to be fastened cal Cortex Hidden Fastening Screws for PVC cal caps. 1 I I I I (2) screws at W o:c max. — I — ® I I 0 Construction - Elevation 2 - West - Far Side 1/4" = 1'-0" C Q (\/B\/) 3 4 Pre CB) Top of Roof —_. EL 25'-311/32 Top of New Roof EL 22' - 8 27132„ L.O Ridge beam transfer structure within wall, mt. Structural Plans for details LeveEL 190'• 'J 0,A--311 rT, „ I1 1 2A0'PVCcont trim lx10" PVC trim Construction - Elevation 3 - South - Rear � ii A-306 .I L I i ttt I!iI o .2 IF-_-- i - - -I` ] 24" I (2) Garage Doors Overhead door, Camage House collection, Top 1/4' panel glazed, divided as per �I E i �1j I elevation prefnished white Provide catalog for ownepexhilect approval pnorto purchasing ElE LJElE I —_Ivel �jI{{-- I r^ --- T i ELeg tx6 PVC tom ELPV - Z Garage Level � EL-0'-9" I 1 14- I I -.---New Addition Construction - Elevation 3 - East- Garage 1/4" = 1'-0" C PA PB PC PCL PD PE PF A B I I I Top of Roof EL 25' - 3 11/32" — I Top of New Roof -- — -- -)— — -- — --- — — — -- -- — I - — -- — --- — -- -- — - EL 22' - 8 27t32" i Level3-Attic — f` l tx8° PVC fascia board �r r Existing siding io remain v _ I 1x6"PVC comer tom &crown, typ. --- -.. --- 72 -r 3 _ �_ Provide tx4" trim at new portico � I rI onty,lxlo° crown along porch - I, — — -- _ t I � it �- - ,___ C me existing, LO Ridge beam transfer sUucture within ------ � I— I �' i PVC trim to m t � (ing wall, ref. Structural Plans for details I rl 1x6"PVC tom at overhang-- ------ I' Level2 _. N EL 10'-6.1/2" - Board &batten siding at porch ;.. ..! '.!t '.. 'L.. is 1.-- Royal PVC Column wrap, Craftsman r �- Ahgn to extg. ' Typical New Siding: series Sx8 iron. 9-1/2'x9-1/2" actual Hardi-panel H10 - 4x10' I:. I , ) HZ10314in. x 2.5 insenical cement board battens ix6" PVC corner tom Install as per mfr. irrs4aMetion rrrstrua5ims A-306 ' 1 f. 2 -a-1 2 Leven 1 New windows to match extg. VIF, prior to demo -- -- ' --,, ! I I • it I T I ;r -- - ___.__ - - — -- f 1x10° PVC base tdm, typ, all sides , , I Garage Level 10' 11" - EL 4- 9" _ Modity &paint existing railing. Reinstall. 1 Provide 1x6° uoni. PVC base trim at porch - T_ ----'( Center extg, fixtures on new porch " New Addition --- Stucco on new stone piers, paint to match extg. foundation walls Construction - Elevation 1 North - front 1/4" = 1'-0 Project Title New Primary Suite Addition 34 Woodland Dr Rye Brook NY 10573 Owner Michael & Allison Cohen 34 Woodland Dr Rye Brook NY 10573 914.262.1570 Architect Datum Architecture PLLC Philip Andrew Holub, RA, AIA 37 King St Chappaqua NY 10514 917 929 9573 philip@datumdesign. coin Structural Engineer Sorrell Engineering PLLC Matt Scroll, P E matt@sormilpe.com 718.924.0070 Seal {tiRED ARCy �5 t�OREby VT -ii TFBeg OF3NE�yO Legal Disclaimer R is a violation of the New York State Education Law 7209 for any person to alter a document that bears the seal of a professional architect or engineer, unless the person is acting under the direction of a licensed architect or engineer Key Plan 2 Garage Demo 4.52024 - 1 B ulding Permit Set 222024 _ ---Date No Issue Name Date 09/16/22 Scale 1/4" Project Number 2330 Sheet Title Elevations & Window Schedule Sheet No. he -200 DO NOT SCALE DRAWINGS - WRITTEN DIMENSIONS TAKE PRECEDENCE. Project Title------ ------- New Primary Sete a B C PA Addition Top of Roof _._ _ -- - 34 Woodland Dr Rye Brook NY 10573 FFFEL 25' - 3 11132" ____---_.--------- - Top of New Roof Owner - - --- -- EL 22- 8 27/32" - Michael & Allison Cohen I I 34 Woodland or Rye Brook NY 10573 914.262.1570 Level 3-Attic - ---5ir Architect EL 19' - 0" Datum Architecture PLLC � i Philip Andrew Holub, RA, AlA 37 Kmg St i Yll Chappaqua NY 10514 ---- Clean sheetrock edge at - Details for column between Level 2 & ridge beam, 917.929.9573 valley, block as req'd 1 simto2l/S-100. Non shrink grout bed not req'd. philip@datumdesign.com 4 (4)112xio lag screws acceptable 1 21 StructureI Engineer Sheathing on this wall as per _ �. S-100 Sorrell Engineering PLLC structural drawings 2 Matt Sam[[,, RE 7 i matt@sorrelipe.com Level 2 h 718.924.0070 __'... _. EL 10'-61/2" 11 Structural beam, provide 5!8° Firecode-X t I II GWB, typ throughout garage Level I �I II N .- E Porch Seal 4 i - - - -- EL 1 2" �- Garage Level EL _D. _ y.. � �SpN DAW CyfT TFFE`N ON 340 � Construction- Section 3 -- - -- u �/4" = 1,_0" Legal Disclaimer 8 is a violation of the New York State Education Law 7209 for any person to alter document that bears the seal of a professional architect or engineer, unless the person is acting under the direction ofa licensed architect or engineer. Key Plan O 3Q P2 1 3 4 P2 1 / ( Top of Roof --- Alioln pitch to extg. --i > �'r - --- - --- - .- -- � EL 25'-311f32" - -- - - - - -- - - S-1_D2 NI LVL Ridge Beam, box out wl primed pine, - - `ml Provide 2x blocking as read to match pitch opp. --- -- - verity wl interior designer _ ., _. - —__ 2 - 8 27/3 I �J_ _ -- -- - -- - --- � _ --Decorafive cross &es, to be confirmed by - I N I Top of New Roof -- -. EL 2 ' 2" v LU Duct work from unit m ------ • interior designer _ � —Solid PVC gable end soi<t Provide 2x block as re i d to match pitch OPP, / 7 - I e ag. attic through soffit -- R-50 closed cell spray in rod -- Header as per structural plans ._ Level 3 - Attie Match pitch _ _ . - - - - - _ _� EL I V - 0" �% - - - - - - - - - - - - -- - — Tom out w! PVC , - I I ? -12 pitch at able end return 1; Setout ht. for shed roof pitch -- ---- - I <n -- I Prima Bedroom o - Primary Primary Bedroom � A-306 � Pa age Set out top plate based on extg. roof pitch _ R-20 Spray foam at walls ----- � prima —_ .- �' ^ '� -_ �-----.._ a _ - ,n ru Level � - .l-�i- __ EL 10'-61t2" -_ - � - -Provide 2" {R-10} coot. rigid board _ — — Il--- r ❑ ; insulation at underside of rafters, taped. - —-- -, - —_ U El❑ New 2x6" exterior walls as per ---------__--- In stall GWB over ms structural drawings._ - --- — n - ulalion Metal column, —_---� ; - - . _— - ---- i i N I _ I - LVL w157E"GWB recessed in wall � 'I m M i.. u I New furring wall ;'Ii - -- - r d 11 11 ^ structural drawings r I Level PoW�Jer , I Level 1 ELF-9-rl- No. BuildingP Issue Name 2 2.D2024 Garage I EL _" _ �.�- - I _. - - - - _— __`roorc-h U Porch __—_ - —_ - --..- � - --- - _ -- -- - -- - -- - EL 1._2" _ _—..__---- -_ E 2„„- - -- aLevel -- Project Number 1 Date L T - yo - -- _ - Garage Leve 09/16/22 330 - Garage Level EL-0'-9"' .. __ .. .� tale EL - Bearing plate set on tooling, below corral slab i I Sheet Title ---- j New footing 4 Sections Basement —...- -- -- -.-1 _-._ _-t- - --.- - ------ -- -- - _�._- _- ---- - -----_ EL-6'--91/4" Construction - Section 2 — -- Construction -Section 1 10 —_ _ —_ —_—-- Street No. DO NOT SCALE DRAWINGS - WRITTEN DIMENSIONS TAKE PRECEDENCE. F i t Simpson Strong -Tie LSTA24 -1-1/4 in. x 24 in. 20-Gauge G-aivamled Strap Tie, @euwy rafter (2)2x12" gable end rafter AT @ IT be gable end overhang ladder Performed trim wl 7-flashing. Concealed fastener on sealant PVC trim where indicated 2x6° blocking for PVC trim, as n 2x6" rafters and blocking Line of structural framing (beyond) PVC soffit at gable end overhai PVC headboard 1 I r i r r r r r r r I Detail Section - New Portico 1 112" = T-0 PC PCL PD Partial Elevation - New Portico \0I Trim Fastening Note: All exterior trims, sills & casing to be fastened Cortex Hidden Fastening Screws for PVC wl c (2) screws at 16' o.c max. standing Seam N 0.040" Prefinished mfr. specifications. Provide 18" wide r panel set in butyl: (2) 2x6" top plates 5" K-style gutter PVC fascia, on bi extg. at portico PVC fascia to ma - Align new sofft h _-- _ --- Royal PVC Colm 8x8 nom. 9-1/2"r i 22 Detail Elevation - New Portico.--,-- 1 112" = 1'-0" Existing door to be maintained Stucco over new piers, paint to match extg. foundation Align new ridge to top of extg. porch roof "-'\ netail Section - New Portico P1 P2 I 4'-1112"._ PVC brim — PVC fascia, include at extg. porch Partial Section - New Portico 3/8" = 1'-0" Project Title New Primary Suite PCPCLr Addition 4'-51/2" _— _—. --_-- 34 Woodland Dr Rye Brook NY 10573 i� 6x6p.t structural col. I I i � I Royal Craftsman PVC column wrap 3x8 nom. 9-1/2' x 9-1/2" actual, hip. Bluestone cap & treads Stucco wall, painted to match extg. Existing concrete & masonry patio 0.040" prefnished aluminum ridge cap. Provide Z4osure owner w1 pancake screws set in butyl sealant Turn up metal 117 Michael & Allison Cohen at end panel at end for secondary closure 34 Woodland Or Rye Brook NY 10573 Zip sheathing, 1/2" min, match extg porch sheathing 914.262.1570 Simpson Strong -Tie LSTA24-1-114 in. x 24 in. Architect 20-Gauge Galvanized Strap Tie, @ every rafter Datum Architecture PLLC Philip Andrew Holub, RA, AIA 37 King St 2x8" ridge board wt LSSR26Z Field Adjustable Rafter Hanger Chappaqua NY 10514 917.929-9573 2x4" collar yes @ W o.e philip@datumdesign.com Structural Engineer Fiat LOK Structural Screws (4) each collar -fie Sorrell Engineering PLLC rafter connection Matt Sorefl, P.E matt@sorrellpe.com 2x6° blocking for headboard ceiling 718.924,0070 Level2 EL 10'-6112" 24' rafters @ 16' o c PVC headboard ceiling PC C PD A2 I I \\11 I .. New metal standing seam roof at porch & pordco, black Level 2 - F ------ — ---..- EL 10' -6 1/2" - (TF 1- ! `v .-- --- 5" K-style gutter to match to match extg. \ —New PVC Fascia L.�r�T {I — Typical New Siding: —.—.—. i Hardi-panel HlO-4x10' HZ10 314 in. x 2.5 in.vertical cement board battens I install as permfr. installation instructions �\ Partial Section - New Portico Cross — Seal E.D ARCS �5 Pp1DREby �T � JQ yo F F'aNE`Nyo TFa Legal Disclaimer It is a violation of the New York State Education Law 7209 for any person to after a document that bears the seal of a professional architect or engineer, unless the person is acting under the direction of licensed architect or engineer. Key Plan Existing railing reinstalled Level 1 _- 1 Building Permit Set 2.2:2024 E' y�- ----.. No. Issue Name Date Porch -- — EL 1,_2" Date Project Number 01/26/24 2330 Garage Level -�---- — -- --- Scale EL.-0 -9 AS Indicated Sheet Title Portico Details Footing as per structural plans on S-100 3/8" = 1'-0.1 sheetlba_—._— A-305 DO NOT SCALE DRAWINGS - WRITTEN DIMENSIONS TAKE PRECEDENCE. 4 1 2'-0" ---- - Overhang (beyond) Asphalt shingle roofing aluminum flashing as n PVC gable end fascia PVC crown trim -- Board & batten suing 10 PVC comer trim e noted es of comer Elevation Detail - Gable end overh PVC. glue at all joints Aluminum flashing cap 5W (1" actual) PVC trim SW (1' actual) PVC him - All trim to be fastened w/ Cortex Hidden Fastening Screws for PVC wfcaps. (2) screws at 16' o.emax. ------ Window was per schedule - Cont. bead of PVC glue at all trim connections - 1, N - Royal 7631 sill w/ drip edge 5/4' (l" actual) PVC trim m. 11 Elevation Detail - Typical Window Trim 1 1/2" = 1'-0" R50 Closedced spray Solid 2x blocking at eve Simpson H1Z hurricane ties, typ. every rafter tV m 2x blocking @ 16" o.c n req d for dear GWB ce (2) 2x4° top. plate, typ. i, at plane of wall beyond m beyond - - WSheetrock@aavi i I Section Detail - Typical Soffit 1 112" = 1'-0" I - Typical New Siding: _ Hardi-panel H10 - 4x10' - - - - HZ10 314 in. x2.5 in.vedical cement board battens fnstalf as per mfr. installation lnsfmdions I - Z-Flashing over decorative trim 1x6" PVC Trim board - - _ Aluminum headwall flashing, two-piece cad black Standing Sewn Roof construction: - - 12.00 Standing seam metal Provide sample for - I oaineverchded approval. - - - - w - Red Rosin Paper, taped Ice and Water Shield Rafters w per structural plan. Sheathing; Zyrsystem, taped - -tY1° _ ( - Prefinished aluminum drip edge, black , i 26'sub-fascia ' Flat LOK Structural Screws (4). `a each ocling/rafter connection 1x8' PVC fascia board � N 1x4'PVC edge trim around perimeter of ceiling PVC beadboard ceiling ---- - 2' - 6' IND Bracket: (3) Thorton Craftsman, Western Red Cedar2436°, _ I primed and pd white, (2) coats Trim Fastening Note: All exterior trims, sills &casing to be fastened w/ - Cortex Hidden Fastening Screws for PVC w/ caps. (2) screws at W o.c max. - 10"DetailGarage Canopy Typical Roof construction: Asphalt Shingles, Midnight Black 36k Roofing Feat or lea and Water Shield 518' Tip System Roofing Panel Rafters as per structural plan Aluminum roof flashing 5" Kstyle gutter, oarnlect to axtq, drainage infrastructure Note: M trim to be fastened w/ Cortex Hidden Fastening Screws for PVC w/ caps, (2) screws at 16' o.c max. 4° Metal Round Screened Vent, piefinished white Ref. RCP in A-700 forlocations tx12 Solid PVC Soffit cunt bead of PVC glue at edges, caulk for painting - R-20 closed -cell spray foam insulation - Typical New Siding: Hardi-panel H10 -4x19 HZ10 314 in. x 2.5 in.v&-ical cement board battens Insta(f asperm insallaton inafmclions r Project.Title- -- New Primary Suite Addition 34 Woodland Dr Rye Brook NY 10573 Owner Michael & Allison Cohen - - 34 Woodland Or - Rye Brook NY 10573 - 914.282.1570 Architect Datum Architecture PLLC - Philip Andrew Holub, RA, AIA 37 King St Chappaqua NY10514 917.929-9573 philip@datumdesign.00m yy l Structural Engineer Sorrell Engineering-PLLC Matt Soreft, P.E - matt@sonelipe.wm 718-.924.0070. Seal — --- V�2ED A00, Si RIF R-20 closed call spray foam insulation - n 38e9 y<� — T OF NE`N 2x12"dmjoists - - Finished floor oversub-tkxx as - - per structural drawings - - - - Level - - EL t0'-61Legal Disclaimer it is a violation of the New York State Education ---- New 1/2' Zip systems sheathing, taped Law 7209 for any person to after document that bears the seal of a professional architect or engineer, unless the person is acting under the R50 ball insulation between floor joists direction of a licensed architect or engineer. - Key Plan - -----'---- - Cont R-10 rigid board insulation, taped to - - - underside of floor joists -- 5/8° Fireccde-X Moisture resistant green board, typ throughout garage Ensure sheathing is fastened into beveled ledger 2 --------- Simpson LSSR26Z Reid Adjustable Rafter Hanger O txW ledger board(s), fasten w/ (2) Ledged-OK structural screws into evetywall stud, 16' o.c max vE �( R-20 closed cell spray foam in garage, or ball insulation LVL garage door headers as per structural drawings t _ - Blocking as req'd — - Simpson LU24 joist hanger, at every ceiling joist Y r } 1x6' PVC trim board - Urrdersrde ofheader, —- T-T AFFIL - - Roof Rafters: 2x6' @ 16" o.c Ceiling Aoishr. 2x4' @ 16' o.c (double up over brackets) Garage door installed as par mfr. instructions - - — - 2 Garage Demo 4 5.2024 -- - Fasten brackets cat (3)107 lag bolts. min. Countersink into PSL 1 Building Permit Set _ 22.2024 & bracket provkle l"wood cap at bracket. No. Issue Name Date I _ Line of metal al. beyond, ref. structural drawings - Date Project Number 01 /03/24 2330 Scale - - 1 1l2" = 1,-0 Sheet Title Architectural Details ------ Sheet No ---...-_.- A-306 DO NOT SCALE DRAWINGS - WRITTEN DIMENSIONS TAKE PRECEDENCE. TYPICAL RECEPTACLE ELEVATION 9 ^-- G EXFR0. GAN S 11 j 1 t EDGE OF OPENING N COUNTER - o N - j - I I RECEPTACLE m o ou O DEVICE & POWER LEGEND - Pendant I Gang mounted fixture - O Recessed downlight I-0 Vertical surface mounted light fixture ❑ Exterior post-mtd lighting - (D)� 1-Pole Switch (with dimmer where indicated) - 3(D)� 3-Pole switch (with dimmer where indicated) - Duplex receptacle E Duplex. existing location - update to code t(j) GFIC Duplex receptacle wl Ground Fault Interrupter Circuit %Y X Dedicated appliance,. as specified - - _ Quad receptacle 01 Floor mounted duplex. - 110 Bathroom fan, CFM as specified _ - (@ CO - Smoke Detector I Smoke & Carbon Monoxide Detector RCP NOTES 1. All devices indicated on arohntcetural drawings shall be coordinated with owner supplied fixtures and appliances. 2. Install new SMOKEIMONOXIDE alarms throughout - basement NI alarms to be hardwired and interconnected with backup battery power- 3. All alarms to have both carbon monixide / smoke detector capabilities. 4. REVIEW ALL SMOKE DETECTOR LOCATIONS AND QUANTITIES WITH BUILDING INSPECTOR PRIOR TO INSTALLATION TO ENSURE ACCEPTABILITY DEVICE & POWER NOTES 7. VIF size and location of service for dwelling The rating of the service disconnect shall be in accordance win NEC article 220. 2. Serwoedlxarned shall be mffwnum rating of 200 AMP, 3 wire per NEC.230.79(c). 3. VIF existence of GFCI, waterproof and tamper resistant receptactle outet at the front and rear of dwelling per NEC 210.8, 406.9(B), 406,12 and 210.52(E). Provide receptacles at above locations ff they do not exist and are required by building. department. 4.- - In bathrooms, receptacle outlets shell be suppled by dedicated 20 amp ranch circuit per NEC 210.11. This circuit cannot supply any other - receptacles, lights, fans, etc.. 5. - At bar counter, a minimum of (2) 20 amp _ dedicated circuits shall be provided for small. appliances per NEC 210.52, - 6. In laundry roan, laundry receptacle outet to be - supplied by dedicated 20 amp branch circuit per NEC210M. 7. All 120-volt, single phase, 15 and 20 amp branch circuits supplying outlets instated in the dwelling shall be protected by a listed arcfaut circuit interrupter, combination -type; instated to provide protection of the branch circuit per CEC 210.12. GENERAL PLUMBING NOTES DIAGRAM KEY 1. SCHEMATIC DIAGRAM FOR GENERAL REFERENCE PURPOSE 4' DRAIN T� 3' DRAIN ONLY PLUMBER TO ASCERTAIN SUITABILITY OF SYSTEM 2° DRAIN - DIAGRAM BASED ON FIELD CONDITIONS AFTER FRAMING. 1-1f2'DRAIN - 2. ARCHITECT TO BE INFORMED OF ANY CHANGES TO PLUMBING DIAGRAM REQUIRED DUE TO FIELD CONDITIONS --------- 3' VENT - 3. PLUMBER TO ENSURE ALL WORK CONFORMS TO 2020 NYS --------- TVENT PLUMBING CODE ANDIALL RELEVANT CODES INCLUDING ANY _ _ 1-117 VENT - RELEVANT WESTCHESTER COUNTY CODES. 4. ALL WORK TO BE PERFORMED BY A LICENSED & INSURED TRAP - - - WESTCHESTER COUNTY PLUMBER - - 5. PLUMBER TO ENSURE SUFFICIENT CLEANOUTS ARE PROVIDED, —il - CLEANOUT - COORDINATED WITH FIELD CONDITIONS. - 6. - PROVIDE INDIVIDUAL SHUT-OFF VALVES FOR EACH BATHROOM, -- - - KITCHEN, LAUNDRY AND ALL EXTERIOR HOSE BIBB'S. - 7. ALL WORK TO CONFORM WITH 2O20 INTERNATIONAL CODE - - - NYS PLUMBING CODE & 2020 INTERNATIONAL CODE - NYS - UNIFORM CODE SUPPLEMENT - � T r - 3' vent, connect to--..-^-t r - - existing house vent r I Attic -------------- - I- - � ENSUITE 1 i i h - SHOWER- i LAV. TOILET i t - ad(. bathroom m 11 Plumbing One -Line 1'-0" 9 3/4' PVC soffit board at gable end overhang, typ. Primed one box out at ridge beams, VIF finish and dimensions wl interior designer. Provide 2x blacking @ 16' ac, to underside of - structural framing as mq d for clean sheetrock finish. Provide sufficient blocking for beam cladding, to allow for — installation of electrical box. VIF suitability of pancake box wf light fixture specifications (by Interior Designer) 4' Metal Round Screened Vent, prefinished white — - ---- --- 4" Metal Round Screened Vent, prefinished whte EQ o �—o 0 o a EIECI II a r 1— / �03 — — — ---- -- 4 2' 0' 4'-0- I -6". Ppas ge \ �Z -\ - / cell terw sD c0 02-11 -0 \ - _—\ - -- - — - - — - --Qi� Q _ - .Han 02-04 -- — A-- Connect to existing non lighting SD CO ( Passage W 02-02 Primary ClosetEQ _EQ � Z / ( % 02-08 / / 1 0 W.I.0 - It \ _ SD CO EQ.EQ M , EQ EQ / ( 0. Confirm lighting typ & qty. wl - interior designer prior to rough -in jI b 02 01 / ' I \ 1 Primary Bedroom// 1 I EQ- \ \0 02-07 02-05 I 7' - 11" \ Ensuite 1 Bedroom T __..- '2i.--7'- 3'- 3- 3 1/2" ,. \ S - 3 1 Existing electrical outlets to remain where Panasonic WhisperCeiling fan. Provide A° metal duct to _ acceptable to new layout exterior metal roof cap with backdra t damper & Insect screen. 2 _ - - -` � � � � - _ Vent to roar, non -street racing side of roof plane "Q C O J Gimbal lighting at sloped ceiling Construction - RCP/Electrical - Level 2 1 /4" = 1 -0" Project Title New Primary Suite Addition 34 Woodland Dr Rye Brook NY 10573 Owner Michael & Allison Cohen. 34 Woopland Dr Rye Brook NY 10573 914.262.1570 Architect Datum Architecture PLLC Phitfp Andrew Holub, RA, AIA 37 fCrng St Chappactua NY 10514 - 917.929.9573 philip@datumdesgn.com Structural Engineer Sorrell Engineering-PLLC Matt Soreff, P.E - matt@sorrellpe.com 718.924.0070. seal ,�rGRE0 ARC �O\S �dORElyyo`y�j�Cr h rFOF3NE�yO Legal Disclaimer It is a violation of the New York State Education Law 7209 for any person to alter a document that bears the sea] of a professional architect or engineer, unless the person is acting under the direction ofa licensed architect orengineer. Key Plan Floodlight at high level, fixture 810 - - - - - - - - - - - -- - -_ - - N Rs - h \ 01-01 N \ \-- New 48' LED utility lights � 1 \ 555 SF 'n So CO \ - -_ --- Smoke & CO w/heat detection hardwired \ interconnected w/ existing system N O - - \ _ Provide5(8° Fireeode-X GWB over beam R-10 Rigdboard insulation to underside - - - - — of floor Jests - EQ EQ EQ EQ New PVQ trim, depth to match PVC headboard soffit at overhang. - 50 Fnecode-X GWB, typ throughout garage Provided battens to arheive direction as indicated. ! I - ! 1 Building Permit Set 2.22024 tx4' PVC to _ - — I I \ \ / / I m No. Issue Name Date - - - 1x4 sotfitNm,coot 09/16/22 - _ 2330 Scale - PVC headboard soffit at overhang. - - PVCbeadboard soffit, provide battens to - AS indicated Provided battens to acheive direction as indicated. - acheive direction as indicated _ lx4'PVC trim - - - Sheet Title - ,,t-- -_-_- -- - Royal Craftsman 8x8 morn. columns covers > Reflected Ceiling, 14' D" - - 18 -.1 3/4" 101, 8' - 1" (10"( 18' - 9 1/2" _ — ��-- -- - -- - Electrical Plans & 46'-81/4" y Plumbing One -Line 10 Construction RCP/Electrical - Level 1 -- __ Sheet No. -- A-700 DO NOT SCALE DRAWINGS- WRITTEN DIMENSIONS TAKE PRECEDENCE. FOUNDATION NOTES EXCAVATION NOTES - - 1. ALL FOOTINGS SHALL BEAR ON COMPACTED SOIL WITH AN ALLOWABLE BEARING PRESSURE OF 1,500 PSF. 2- ELEVATION OF EXISTING FOOTINGS TO REMAIN TO BE VERIFIED PRIOR TO EXCAVATION. BY TEST PITS. NEW FOOTINGS ARE NOT TO UNDERMINE THE EXISTING FOOTINGS. CONTRACTOR IS TO ESTABLISH EXISTING CONDITIONS BEFORE, COMMENCING WORK AND NOTIFY THE ENGINEER OF CONDITIONS WHICH VARY FROM THE ASSUMPTIONS STATED HEREIN. & ALL UNDERPINNING, SHEETING, SHORNG OR OTHER CONSTRUCTION REQUIRED - FOR THE SUPPORT OF ADJACENT PROPERTIES. BUILDINGS, SIDEWALKS, UTNTIES, ETC., SHALL BE SUBJECT TO CONTROLLED INSPECTION AS REQU {RED - BY THE CODE. THE CONTRACTOR SHALL RETAIN A LICENSED PROFESSIONAL ENGINEER ACCEPTABLE TO THE ENGINEER OF RECORD TO PROVIDE THE - NECESSARY DESIGN AND THE CONTRACTOR'S PROFESSIONAL ENGINEER SHALL PREPARE AND FILE THE REQUIRED FORMS FOR THE WORK WITH THE REQUIRED INSPECTION WITH THE BUILDING DEPARTMENT. 4. ALL EXCAVATION SHALL BE AT A 2 (HORZONTAL) TO 1(VERTICAL) SLOPE. BACKFIWNG ON FOUNDATION WALL NOT TO BE DONE UNTIL ALL FLOORS HAVE BEEN PLACED AND SHEATHED (WHERE APPLICABLE).- - CONCRETE REINFORCEMENT - 1. ALL CONCRETE SHALL BE NORMAL WEIGHT CONTROLLED CONCRETE, U.O.N., AND COMPLY WITH A.G.J. BUILDING CODE AND THE CURRENT NEW YORK STATE RESIDENTIAL BUILDING CODE. 2. CONCRETE STRENGTH SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED: FOUNDATION PIERS 40M PSI BUTTRESSES AND FOUNDATION WALLS - 4000 PSI MIN. COLUMN PIERS IF ANY 4000 PSI MIN. SLAB ON GROUND - - 4000 PSI STEEL REINFORCEMENT - - - i. ALL STEEL REINFORCEMENT SHALL HAVE AN ULTIMATE TENSILE STRENGTH OF - 90,0W PSI AS PER A.S.T.M. A615-94 GRADE60. A.S.T.M. A77594D FOR EPDXY - COATED REINFORCING BARS, AND A.S. T.M. A864-94a FOR EPDXY COATED STEEL WIRE AND WELDED WIRE FABRIC FOR REINFORCEMENT. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL THE NECESSARY CHAIRS, REBARS, TIES, SPACERS, ETC., TO SECURE AND SUPPORT THE REINFORCING WHILE PLACING THE CONCRETE. - 2. ALL BARS MARKED CONTINUOUS, SHALL BE LAPPED 36 DIAMETERS AT SPLICES AND CORNERS EXCEPT AS OTHERWISE SHOWN ON PLANS. LAP CONTINUOUS TOP BARS AT CENTER BETWEEN SUPPORTS AND BOTTOM BARS AT SUPPORTS. HOOK TOP BARS AT DISCONTINUOUS ENDS. - 3. VERTICAL CONSTRUCTION JOINTS IN ALL WALLS SHALL BE USED ONLY IF UNAVOIDABLE, OR UNLESS OTHERWISE NOTED, AND TO BE LOCATED AT LEAST 4,0° FROM ANY SUPPORTING COLUMN OR WALL OPENING. DISTANCE BETWEEN JOINTS IN WALL SHALL BE ALLOWED AS PER SPECIFICATIONS, NO HORIZONTAL CONSTRUCTION JOINTS WILL BE ALLOWED IN GRADE BEAMS. - 4. IN NO CASE SHALL TRUCKS, BULLDOZERS, OR OTHER HEAVY EQUIPMENT BE PERMITTED CLOSER THAN 8'-V FROM ANY FOUNDATION WALL UNLESS APPROVED BY THE ENGINEER, 5. WHERE APPLICABLE, TEMPORARY BRACING SHALL BE PROVIDED FOR ALL BUTTRESSES, WHERE BUTTRESSES DO NOT EXIST OR SPAC[NG BETWEEN BUTTRESSES EXCEED 25 FEET, AND WHERE THE DIFFERENCE IN LEVEL BETWEEN INSIDE AND OUTSIDE GRADE IS MORE THAN 4cp', INTERMEDIATE BRACING SHALL BE PROVIDED. WHERE RAMPS OCCUR, THE GRADE ELEVATION OUTSIDE OF -RAMP - WALLS SHALL BE USED IN FIGURING THE DIFFERENCE IN LEVEL CORNER BUTTRESSES NEED NOT BE BRACED. NO BACKFILLING IS TO BE DONE BEFORE ALL SLABS BRACING WALLS ARE IN PLACE UNLESS APPROVED BY THE ENGINEER. PROVIDE TEMPORARY BRACING FOR ALL PIERS AND SUMP PITS. 6. - CONTRACTOR TO INSTALL ALL PIPE SLEEVES, BOXED OPENINGS, ANCHOR - BOLTS, ETC., AS REQUIRED FOR THE VARIOUS TRADES WALL POCKETS TO RECEIVE BEAMS AND SLABS SHALL BE PROVIDED AS REQUIRED FOR THE SUPERSTRUCTURE. SHOP DRAWINGS SHOWING THE POSITION OF OPENINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER PRIOR TO PLACING CONCRETE. 7. MINIMUM COVER FOR REINFORCING STEEL SHALL BE WFOR INTERIOR SLABS AND INTERIOR WALL SURFACES;1 W FOR BEAMS, GIRDERS, AND COLUMNS (TIES, STIRRUPS OR PRIMARY REINFORCEMENT). FOR ALL CONCRETE EXPOSED TO WEATHER AND EARTH FILL, COVER SHALL BE 2-If IN FOR STIRRUPS). FOR CONCRETE PLACED AGAINST EARTH, MINIMUM COVER SHALL BE 3'. 8. THE CONTRACTOR MUST SUBMIT REINFORCING SHOP DRAWINGS TO THE STRUCTURAL ENGINEER FOR REVIEW. NO CONSTRUCTION IS TO BE STARTED UNTIL THE SHOP DRAWINGS ARE REVIEWED BY THE ENGINEER. 9. - THE STRUCTURAL ENGINEER OR HIS FIELD QUALIFIED REPRESENTATIVE MUST CHECK AND APPROVE ALL STEEL REINFORCING PRIOR TO CONCRETE PLACEMENT - - GENERAL FOUNDATION NOTES: 1, ALL WORK TO BE PERFORMED IN COMPLIANCE WITH THE NEW YORK STATE RESIDENTIAL BUILDING CODE (IBC), LATEST EDITION AND ALL SUPPLEMENTS. 2.- CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD. AND BE RESPONSIBLE FOR ACCURATE COORDINATION WHERE POSSIBLE. EXISTING FRAMING DIMENSIONS WAS TAKEN FROM EXISTING DRAWINGS AND SHALL BE VERIFIED ON SITE. DISCREPANCIES SHALL BE REPORTED TO ARCH. AND ENGINEER BEFORE PROCEEDING. '.. 3. THE CONTRACTOR SHALL USE THESE DRAWINGS IN CONJUNCTION WITH THE ARCHITECTURAL AND MECHANICAL DEMOLITION DRAWINGS. IN THE EVENT OF CONFLICTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND THE ENGINEER - - - 4. ALL UNDERPINNING, SHEETING, SHORING OR OTHER CONSTRUCTION REQUIRED FOR THE SUPPORT OF ADJACENT PROPERTIES BUILDINGS, SIDEWALKS, UTILITIES, ETC., SHALL BE SUBJECT TO SPECIAL INSPECTION AS REQUIRED BY THE CODE. THE CONTRACTOR SHALL RETAIN A LICENSED PROFESSIONAL ENGINEER ACCEPTABLE TO THE ENGINEER OF RECORD TOPROVIDE THE NECESSARY DESIGN AND THE REQUIRED INSPECTION. THE CONTRACTOR'S PROFESSIONAL ENGINEER SHALL PREPARE AND FILE THE REQUIRED FORMS FOR THE WORK WITH THE BUILDING DEPARTMENT - - -- j 5. PER NEW YORK STATE RESIDENTIAL BUILDING CODE, TABLE R401.4.1, THE 'll ALLOWABLE BEARING PRESURE HAS BEEN ASSUMED TO BE 1,500 PSF .. WALL FRAMING, W @ list 11 - - - 2x6' @ 16" ox stud framing - - 5/8" ZIP system sheating, taped Nail as per fadmir schedule on T-100 L! n: + of col. and i Ioundation wag U.S OF BEAM - iv T I ---- ------------------- 1 - -- __ 3116• Wall Recessed Metal Col. 1 1/2" = 1'-0" COL & GRID 3" (o.N.o) '3-� N 1/4"fhk U-plate at built-up LVL beam wl 50 carriage bolts orthreaded rod. Provide nuts & washers. Cover col. assembly wl Firecede X W GWBon blocking after installation and inspection. Steel column as specified in structural plans Coordinate wt existing stud wall Provide Simpson MSTA49 Strap Tie across every toplbogom plate broken in course of installation, or w/ Strap -Tie providing min. 16' lap e.s ofptate. - Base plate: lrZ thk 1006`metal col. plate w/ 1' welded collar for col, Coat w/ 2ceats zinc. galvanize prior to installation. install on 12"nonshrink grout base overgrouted CMU well (4)12°x1T threaded rods wl nuts and washers, in said - grouted black, fix in place with Srka 2-part epoxy Existing CMU block foumlaWn wall. Chip uneven grout at top of wall to IT each side ofproposed column - location. Fill bock dam to founda9on with non shrink grout to 16'fo each side clodto rest plate on grout filed CMU well. - - - —�— —� — -- 1/4'thk U-plate at built-up LVL beam w! 5/8' carriage bolts ar threaded rod. Provide � ? � nuts & washers. - U.S Of BEAM - ------- -------------- - - - -- -- --------- 1 • - --- -------- 3/16' Line of beam above 5i8"Firecode-X GM over beam assembly, _ - Provide tuning strips as mqd - i ! — Steel column as specified in structural plans - - - _ - - - Coat portion of column and plate to be embeded in concrete slab with - - - 2-coats of Rust-Olarrm LeakSeal Flexible RubberCoafing to 6' aff. Base plate. M1 ink 10x10' metal col, plate wl 3W welded collar to cd. Coat w/ 2-coats zinc. galvarrize prior to installation - - - Infil new concreteslab to match extg. .w/WINE - - - _ as per structural plan. -. Cut back existing slab as reild ' - - ` (4) Iln8'threadef rods wl nuts and washers, 8° wet - embedded in concrete feeling or fixed wl two-part structural epoxy (4) N - I:`"-. - Reber through tooting aspar structural plena - --- T Rigid XPS polystyrene insulation over 10mil polyethylene vapor barrier, lap vapor barrier down over feeling Insulation where undemlab condition exposed. MEOW . I I L 5k Q --- 0 ---- -- -- --------------------------- - Fasten bracket to col. wl - - --_ platss on extg. curb. Plate against extg. (3)1171ag bolts, typ. (pressure treated). Prowde 5/8'threaded J-rods w/T C7Naw=mpbase o.c. (1) within 12' of comer/edge 14" min. embed.rebar firesent Mortar entire wall solid whereah'oas $1I at garage knee wails. it g(1 o - Existingconcrete slab 2 Approx. location of extg, cone. stair to basement Maintain extg. building sheathing 4- i AS PER STRUCTURAL PLANS f Freestanding Metal Col. & Footing Detail 1 1/2" = V-0" #1 & #2 compacted crushed stone base over compacted subgrade j L 21q 21-- 70x6x0.375' bottom plates, anchored into foundation and beam w/ (4) Fasten bracket to col. w/ 1IT laghhreaded rods. 2-part epoxy into extg, foundation, iT embed. 100 In (3)972' lag bets. ryp. 5-100 Typical each side.- ` 12° coot. fooling on 6" gravel bed w/ 8-#5 e.w set bekxvsla6 - JjI = Cover w/45' (match extg.) conk. slab uW WWF 6X6W2.9M2.9 1I Existing Garage r ofdco l I 2 w 4 I�I Provide new base (2) 2x6' base plate, Plate on - - - �- ` ~ —- t'-f--- F - 20 iii42) foundation waif to be f A-300 a P- 4'-5 1/2"Existing PorchMaintain extg. steps. Patch as reqd Provide neoprene expansion jt. at extg. foundation header (2)2z12 header _- - - - ................ ------- -_--------- -r- _- -____ __._ -_-._ - - — — - �Q6i6 0)— 6 Line of roof over aba _ y New 12 thk concrete feeling 42' below grade -+ J over 6" gravel bet, compacted - o i 444long. &844 trans. 844 vent Jeas into GMU J 6 12'CMU solid block pedestal, grouted solid - I Simpson ABAMZ base at all PSL cols:, col 12 treaded rod, IT — ----- - — P 2 a n ..1° - t poured cane. aft. pemnhed. ErAorced w/vert. rebarhom footing embed into foundation wall. Fix w/Sika 2-part epoxy. r - i- ie• ,_n- ( ' 2 8 d. Provide new Simpson ABA66Z base, 5l8" treaded rod, J-bar _ wl, 4T embed into grouted block. typ all new posts. 11'-7" 11`-7" ( Install new post base at extg # .cols.none Present I - (EQ) 23, 2„ (EQ)---- 81 - 5'- 11 1/2„_11" 5'- 11 1/2" VIF Fxtg. A B C PA PB PC PD PE PF O � o - Foundation - Level 1 1/4" = 1'-0" Project Title New Primary Suite Addition 34 Woodland Dr Rye Brook NY 10573 Owner Michael & Allison Cohen 34 Waodfurd Or Rye Brook NY 10573 914.262.1570 Architect - Datum Architecture PLLC Philip Andrew Holub, RA, A 37 King St Chappaqua NY 10514 917.929-9573 phifip@datumdesign.epm Structumai Engineer Sorrell Engineering PLLC Matt Sore#, P.E matt@sorrelipe.com - 718.924.0070. Seal D A&GY� �9 FNOnE'W T �kr a �Q rsr- HolG�{o0� -438a9 yV TFDF NE`N Legal Disclaimer - it is a violation of the New York State Education Law 7209 for any person M after a document that bears the sea/ of a professional architect or engineer, unless the person is acting underthe direction of a licensed architect or engineer. Key Plan EM i I I , 1 2 Garage Demo 45.2024 - 1 Building Permit Set 222024 No. _ Issue Nana - Date Date Project Number 09/16/22 2330 Scale As indicated Sheet Title i Structural Plan - Level 1 Foundation Sheet No. S-100 DO NOT SCALE DRAWINGS- WRITTEN DIMENSIONS TAKE PRECEDENCE. FLOOR FRAMING NOTES INTERIOR 1. REFER TO FASTENER SCHEDULE ON T-100 FOR NAILING SPECIFICATIONS 2. ALL STRUCTURAL FRAMING TO BE DOUGLAS FIR GRADE#1 OR HIGHER TYPICAL 3. ALL FLOORING TO BE 2X12' GRADE #1 OR STRUCTURAL SELECT O.N:O WI SIMPSON STRONG TIE JOIST HANGERS, SIZED ACCORDINGLY WHERE REQ'D. 4.. PROVIDE BLOCKING AS REQUIRED FOR ALL INTERIORID(TERIOR WALLS AT 16'- O.C, MATCH THICKNESS OF FLOOR JOIST. - 5. ALL NEW SU IFLOORS TO BE 3/4' TONGUE AND GROOVE, GLUED WITH CONSTRUCTION ADHESIVE AND NAILED AS PER FASTENER SCHEDULE ON SHEET T-100 - 6. PROVIDE SIMPSON STRONG TIE LTB 27 LIGHr TENSION BRIDGING OR iX3 CROSS BRACING AT EVERY JOIST BAY, EXCEEDING M' IN LENGTH. EXTERIOR: 1.. ALL EXTERIOR FRAMING TO BE PRESSURE TREATED SOUTHERNPINE GRADE#1 - - 2. ALL METAL FASTENERS TO BE SUITABLE FOR EXTERIOR USE. ALL NAILS AND SCREWS TO BE EXTERIOR GRADE, CONFORMING TO FASTENER SCHEDULE REQUIREMENTS ON T-000 3, PROVIDE SIMPSON STRONG -TIE 18GA ZMAX 112:5A HURRICANE TIES AT JOIST & BEAM CONNECTIONS TYP. - 4. - PROVIDE- PT LEDGERBOARD Wf FLASHING TO UNDERSIDE OF SIDING, MATCH JOIST WIDTH. FASTEN W/ STAGGERED 112' CARR)AGF/tAG BOLTS AT 16" O.0 5. PROVIDE (8) EIGHT DTT ZMAX GALVANIZED DECK TENSION TIES - (4)FOUR AT DECK AND (4) FOUR AT PORCH, EQUALLY SPACED. - - -PROVIDE ALL NECESSARY FASTENERS TO ENSURE NYS 2020 RESIDENTIAL BUILDING CODE COMPLIANCE' FRAMING NOTES t REFER TO FASTNER SCHEDULE ON T-00) FOR NAILING SPECIFICATIONS 2. ALL FRAMING TO BE DOUGLAS FIR GRADE 2 OR HIGHER TYPICAL FOR ALL NEW WORK ALT: METAL STUD & TRACK FRAMING AS PER MANUFACTURERS SPECIFICATIONS, MUST BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO INSTALLATION. - 3. VERTICAL STUDS TO BE 2X4" @ 16° O.0 MAX. PROVIDE 20" HORIZ. BLOCKING MID SPAN, TYP. AT INTERIOR & EXTERIOR WALLS. - 4. - ALL FURRING WALLS IN BASEMENT TO BE FRAMED i'_(MIN.) AWAY FROM EXISTING FOUNDATION WALLS TO ENSURECONTINUOUSINSULATION BARRIER - & - BOTTOM PLATES TO BE PRESSURE TREATED 2X4' -INCLUDING PLATES ON CURBS 6. NON-STRUCTURAL BOTTOM PLATES TO BE FIXED TO CONCRETE FLOOR USING Irr X 4-1/4' GALVANIZED WEOGEANGWOR Wr BOLT AND WASHERRT32' O.0 MAX. 7. SILL PLATES IN AREA OF NEW CONSTRUCTION TO BE FASTENED W/ THREADED RODS CAST INTO CONCRETE AS SPECIFIED IN STRUCTURAL PLANS. 8, ALL DOOR AND WINDOW OPENINGS TO BE FRAMED OUT W/ JACK & KING STUDS. PROVIDE (2)2X6- HEADERS FOR ALL OPENINGS UNDER 36' ONO IN STRUCTURAL PLANS. - 9. PROVIDE (2) 2X4' TOP PLATES, TYPICAL, O.N.O - 10. CONTRACTOR TO PROVIDE TEMPORARY SHORING OF ALL STRUCTURAL ELEMENTS DURING THE RECONSTRUCTION WORK. REF. DEMO PPLANS AND NOTES FOR ADDITIONAL INFORMATION REGARDING CRITICAL CONDITIONS. If. ALL NEW SUBFLOORS TO BE 3/4' TOUNGE AND GROOVE, GLUED WITH CONSTRUCTION ADHESIVE - AND NAILED AS PER FASTENERSCHEDULE ON SHEET T-100. 12. ALL DIMENSIONS OF EXISTING CONDITIONS, INCLO WINDOW OPENINGS MUST BE VERIFIED IN THE THE FILED TO ENSURE ACCURACY. - - - - - 1 SUB -FLOOR: 3W Tongue & Groove plywood or OSB, >a _ as per fastener schedule. Provide cont bead of construction adhesive at all floor joists and T&G connections. 26' edge (fascia) board v WALL FRAMING, typ @ 2nd floor: - - -2x4' @.16' o.c stud framing _ - 511 system sheeting, taped - - Nail as per fasinerschedute on.T-100 N 2 N 5; J O J U LVL as speed at header and rim joist for PSL:col. bearing CANOPY FRAMING: d. •2x4°@ f6'o.c cefiingjoists - - 2x6' @ 16' o.c rafters 2x8' ledger board(s) for clg. X fastned wl 1 /2' co LedgerLok screws at 16' o.c _ 20 A-30 6'W X 22'D X 34'11 Thorton Craftsman Outlook%, western red cedar brackets (3) 3 0 - 4 Y2. Ti`i�1 Structural - Framing - Level 2 - I/I = 1,_011 ----- o.c floor 2. fI11�N'� Ni 1 4 1. 9 it 11 6'-3" coordinate v I 2TI_ 2" - VIF Extg --- B - Project Title New Primary Suite Addition 34 Woodland Dr Rye Brook NY 10573 31C Tongue& Groove plywood or OSB sheathing, glued to tloorjosts, nailed as per fastenerscheduie on T-100 - - Owner Michael & Allison Cohen - Soe plate, fasten as per faster schedule 34 4§bodfand Or on T-100 Rye Brook NY 10573. 914.262.1570 Rim joist, to match flooricists - Architect Datum Architecture PLLC I Double top plate, typ. Ph#fp Andrew Holub, RA, A14 4 37 King St Chappaqua NY 10514 f Floor to Floor strap connector, 917.929.9573 philip(o�datumdesigacom Simpson Strong-TIe MSTA36Z !(p @ 32" its. Structural Engineer 5/8' Zip sheathing overwall assembly, - Sorrell Engineering-PLLC rrotshoxm for drawing cbnfy Matt Sorell, PE matt@sorrellpe.com - - 718.924.0070. OFloor to floor tie -down assembly i I Provide floor to floor fieAowns, MSTA36Z @ 32' cts. cost. all sides - - - VIF exi . t - c ij 9 op PlatecondBion. Review with archdedpost demolition.. Provide (2) 2x4'top plate over studs at 16" o.c min. (2) LVL 1.75x11.25" header transfer - ")- -- - 2x4 @ 16' wall w/ double bottom & top plate, _ ---- cont 3/4' plywood at ckuet side. Note, Waltz load bearing, transfermofbad (3) 2x4° co. (2) rows, 1/2' carriage bolts @ 16' ac 1 entiviengthofdropbeam (2Jat10 header. �9 - 6 - P ^h r {I Beam bearing on metal col. below. Provide 50 Firecode-X.GWB over new drop beam) tuning strips Q as redo to dearducturaf feareffers i Provide Simpson (4) LTS20 Twist straps at Provide (4)2x4° lull height stud col., hang new beam w/Simpson HU210-2 each co! support beam bearing location Double 2x10 Face Mount Joist Hanger aft. direct bearing m col Patoh sheaAng as req'd post demo Existingroof 1 I w porch iramin 9 �" � � Simpson H2.5AZ Strong -Tie Hurricane Tie at all rafters, lyp. � LL V I I 5X 2x6" @ 16" o.c rafters I Provide Simpson HIZ hurricane ties at all floor joist bearing locations 2x12 rLIE t overhang - - - H 2 Simpson beard (2)2x12 () HiOA-2 Hurricane Ties at evertpost-beam connection- _ - {--y 2x4 collar ties' at i6' o.c Col. to bear on LVL beam &rim lost, fasten w/.Simpson - - - _ i AC4Z connector. - Provide HUS02 at LVL connectfon to mn joist Typ. a Provide HU212 at fyprafoverhang to nm joist connection - I I I I I I If'-7" _.—_- ---.- 81 •, 1V-103/4"- 5'-11 V2" I 8'-i11- 5-11112" 11'-10314" -- VIF Extg. - —�- ------ VIF Extg. - I I I I I I iPA PB PG PD PE PF Seal ��oJ PyDIUW T �Q yD Kt. 04309 y� T OF NE`N Legal Disclaimer It is a violation of the New York State Education Law. 7209 for any person to after a document that bears the seat of a professional architect or engineer, unless the person is acting under the direction ofa licensed architect or engineer. Key Plan 1 Building Permit Set 2.2.2024 No. Issue Name Date Date - Project Number 01 /03/24 2330 Scale As indicated Sheet Title Structural Plan - Level 2 - Framing Sheet No- S-101 DO NOT SCALE DRAWINGS- WRITTEN DIMENSIONS TAKE PRECEDENCE. - 'o 3 V w F 0 3 3 0 o° v A 3 o o L4z4xyz16"LONG CROSS RIDGE MAIN RIDGE. PSL BLOCKING - - (BEYOND) 0 0 RYa"x3s/a'k331a" -- -- 3 - VALLEY COMPONENT NOTES: - - _ RAFTER - tn - 1. Provide shop drawing or sketch for architects - 3" TYP - 0 & engineers approval prior to fabrication. - T -E V 2. Carnage bolts to be SAE Grade#5 or better 3. Steel Plates and angles to be ASTM A36 - 4. Weld electrodes to be E70XX - -THD ROD w/ - - m - - 5. - Shop prime and paint all steel - - 0 0 - 6. Threaded rod to be ASTM A307, OR A _ (6) 8•_ NU LED WASHER 7. (2) Components req', mirrored - - CARRIAGE - - - - - ROVIDEPSL BLOCKING AS BOLTS PER REQ'D: FIX IN PLACE wl - LEG CONSTRUCTION ADHESIVE Provide PSL as req'd trimmed to meet underside of valley edge Connection - Axon. (��3/t8" ctural Detail - Ridge Connection - Section— - - 1 -01• 1'-0" I I I I II { I { Pitch Note: - Reter to A-102- Roof plan for pitches 2' - 0" 2Q' - 9 1/2" _ P' itched Sh d Dormer - 35, `�� , � II �I �y i� (I i Simpson rHlZhurricane ties, all rafter -lop plate connections ROOF SHEATING: Z- • �' { - 5/8' ZIP system sheating, taped typ. - lnshall as per mtr. instructions, nail as per fastner - `-' -- r Wag is load bearing, transfer roof bad schedule on L100 \2x10" @ 16" o.c rafters r21� / �. (2)2x10 header (3) rows fastentimter FIatLOK 5" screws @ 16' ate- typical atalridge beams - w ® : Ridge beam bearing on col. frekw. - m i� F (3) LVL 1.T5x18" 2.1E-3100Fb Main Ridge — - 20 Hang aloof rafters from ridgesw/ Simpson Strong Tie > E //:. -. 5-102 LRU2102 Angled Joist Hangers m ! Match extg. main house roof pitch IV ^4 C a 2. A-3o,.(37.47 ) -12— 14- 12—(37.47°) �v 9 I o I rafters - � 3' Roof overhang framing note: Frame out overhangs and gable ends for 1x8' PVC - (2) LVL9.75x1 T' 2.1E-3100Fb - - fascia. Do not extend 200" rafters unless intent is to - Ridge transfer header (below) him back at overhang. - _ - - ' - 2312"- I I I 0 A B C PA 0 0 10 Structural - Framing - Top of roof 114" = 1 •-0" — L4x4xY4x16" LONG f'LY4"x3s/a"x3%4" - CARRIAGE MAIN RIDGE BOLTS PER LEG BENT RY4" - (3)Y70T ID \BLOCKIN ALLEY ROD AFTER wf NUTAND B€VELED WASHER CROSS RIDGE - - 2�MrU=C,!T' ral Detail _Ridge Connection - Plan Project rite New Primary Suite Addition 34 Woodland Dr Rye Brook NY 10573 Owner - - Michael & Allison Cohen - 34 Woodland Or - - - Rye. Brook NY 10573. 914.262.1570 Architect - Datum Architecture PLLC Philip Andrew Holub, RA, AIA 37 King St Chappaqua NY 10514 - 917.929.9573 - philip@datumdesign.com Structural Engineer - - - - Sorrell Engineering-PLLC Mali SoreQ P.E matt@sorrelipe.com - - 718.924.0070 Seal D ARC QPµOREyyHy.� a43869 0 T of NE`N� Legal Disclaimer - _ R is a violation of the New York State Education Law 7209 for any person to after documentthat bears the seal of a professional architect or engineer, unless the person is acting underthe direction of a licensed architect or engineer. Key Plan — --- 1 Building Permit Set 2.2.2024 No. Issue Name Date Date Project Number 01/03/24 2330 Scale As indicated Sheet Title— _-- Structural Plan - Roof Framing Sheet No. S-102 DO NOT SCALE DRAWINGS- WRITTEN DIMENSIONS TAKE PRECEDENCE.