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BP23-151
PERMIT !t d /5L oaTE: 9,14 J 3 �cp; c� SECTION S 3 BL CI LOT / / / TYPE OF WORK Gi/ C p /�o'aJvs 1�ko' l Oi 10B LOCATION / OWNER 1J - r}�89 coNTAACTo 7877 COST O FEE .3 W0 # wFEE�L DA 44 TCO S FEE DATE- FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING RGH PLUMBING GAS 0 SPRINKLER ELECTRIC LOW -VOLT ALARM AS BUILT 9000,= FINAL �3--III ,�/ i c , sa kooe }�Quy/►-�ei s i��y � EfC>3-&L"l R A ROVALS ARB BOT P® ZBA OTHER — g-BUILTIFINAL SURVEY REQUIRED PRIOR TO piNAL IN&PECTION f'IRn), VILLAGE OP yE BROOK WESTCHMEST Cour��, Nrw YOPK ,gad NO: 4-018 9 t12 Certificate of Occupo.urp This is to certify that of, Rae Bkookot having duly filed an application on G' vc U 2042requesting a Certificate of Occupancy for the premises known as, I�IJI'��i'/i�Q J� �y///Ly ,Rye Brook,NY, located in a Zoning District and shown on the most current Tax Map as Section: Block: / Lot: , and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No.42� 3 - �5 , issued L 20 -2�, 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: A - Q / Ad Construction: !/ , for the following purposes: )P� al ce e 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 of of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve ch owners or persons from complying with any lawful order issued with the object of maintaining the premises o(thuilding in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit f il be made,and no enlargement, whether by extending on any side or by increasing in height shall be m e nor h 1 be moved from one location to another until a permit to accomplish such change has een o Caine from the uictor. PEAR 0 4 2024 Building Inspector,Village of Rye Brook: at E D D L7 C!E N BUILD R ENT For office use onl : PERMIT# — F E B 2 0 2024 VIL OF RYE OK ISSUED: _11 3 KING STRE YE"BROOK;y YORK 10573 DATE: -a VILLAGE OF RYE BROOK ]' 906. O�c FEE: 3PAm BUILDING DEPARTMENT 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 Address: 2 ) Occupancy/Use: f�bN Parcel ID#: / �. j / - 5 Zone: Owner: /NIL W C G f f CJ Address: P.E./R.A. or Contractor: ,J'D G ysToM Po/-fs S Address: Person in responsible charge: t-NCIIAS<L C I`I C) Address: Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: t-4 l L u A*L G;4 J being duly swom,deposes and says that he/she resides at 9� tiIN7144 oP D 12 l y Z (Print Name of Applicant) (No.and Street) in 01& tW 0 0 lL ,in the County of /,J6-57Cf I E S--f,-- 2 in the State of/.that (City/Town/Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:$ 2 oo_o o o for the construction or alteration of: ;2 W/-f�2op Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per§250-10.A.of the Code of the Village of Rye Brook. Sworn to before me this 5 Sworn to before me this day of (�ruC , 20 a4- day of ,20,Q4 Signature of Property Owner Signature of Applicant /t#46,t G� lL/-* L C�40 rit Name of Prope O/nerJ Name of Applic Notary Public Notary Public Christine A.Crisci Notary Fi-Nic,State of New York Christine A.Crisd LIC#01 CR6365109 Notary Ft'hlic,State of New York 812;202 1 Qualified in Westchester County UC#01CR6365109 Comm.Exp.September 25,20 S Qualified in Westchester County Comm.Exp.September 25,20 a_,,,I �yE BRC�,,� 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 V� U C ` �0 b4 DATE: PERMIT# \ ISSUED: I I C LT: BLOCK: LOT: LOCATION: t Vr C' /T !�- 1 �.! � L� i Vj '` VCCUPANCY: s ❑ 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 nn ❑ Natural Gas ❑ L.P.Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ ROSS CONNECTION 'FINAL ❑ OTHER 6 BRC��• O Zm cu � l7 rr/'• 1982• BUILDING DEPARTMENT JD 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 , C-11 DATE: �, Z Z PERMIT# � /`''�^ ' , 1 ISSUED: l ' -SECT: ` >� BLOCK: LOT: LOCATION: —Lc-1 (C_�< <C' Ny_T�'X�(��' 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 1 , Ij\ ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING t ❑ CROSS CONNECTION �^ [� FINAL ❑ OTHER \ jb \ _ \w ( ( � t �yE BRC��. ti� w � BUILDING DEPARTMENT [;I UILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street • Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :- ! DATE' _ t i PERMIT# ` - �`� , ISSUED: SECT: BLOCK: LOT: LOCATION: OCCUPANCY: ❑ Violation Noted THE WORK IS... PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION \ �� REQUIRED ❑ FOOTING \\ �' ❑ FOOTING DRAINAGE 111 ❑ 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 BR 1902 BUILDING DEPARTMENT 0 BUILDING INSPECTOR VILLAGE OF RYE BROOK 0 VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 0 ASSISTANT BUILDING INSPECTOR (914)939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - -- - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - -- ADDRESS: DATE: I PERMIT# ISSUED: SECT: Zj\. BLOCK: LOT: LOCATION: `r 'fin �' �� C��l.�� r OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... EJ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED • S:fl FOOTING (el ❑ FOOTING DRAINAGE ❑ FOUNDATION 0 UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAmNG 0 INSULATION ❑ NATURAL GAS ❑ L.P.GAS 0 FUEL TANK 0 FIRE SPRINKLER ❑ FINAL PLUMBING 0 FINAL 0 OTHER QyE BRC��. cu � �7 /�• 198'2� BUILDING DEPARTMENT BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street. Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS • 0 v DATE. (d PERMIT# / ISSUED: .CT: BLOCK: LOT: LOCATION: OCCUPANCY: ❑ Violation Noted THE WORK IS... [�,/PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION r ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ JIOUGH FRAMING INSULATION ❑ Natural Gas ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E BRC��, BUILDING DEPARTMENT El13UILDING 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 :— ` V —DATE: /( �2 2-- PERMIT# ISSUED: / SECT: BLOCK: LOT: LOCATION: '�Y ' �1 \� � oc-0 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 ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER _ N z v m O2 a I� � / y 4-4 �y O e Z �'! .� � O- :� w W = U w M Ldi a eA en M V-4 o a v PQ O O o � © - 8 ° ° B r O M OO b w , T �4 a (7J � ... �. � y •� Syr o . ICI M�1 � W � N � O W � � e � � •:: G/� W W � w o x yaa ar, en � �, s � co O ono A O w0 , -0co � V Uz° W WW u cq 00 0004 _ 712, wA � � v � � z z � C�nD -,LZ _ o A z Z A p 'wao� -o ° x H �-+ x LU > oz �I �" �" p4 O �"` off _ at 2Z z Q U LULJ IL IL Q U U zpU) �i y�� C7 O A z 0 Nu' � 9 „ o � wz ✓ � � w w � 0 � .� �� �, _ 'j ° D4 N A w z x Cr z � � a QI =1 a a BULL R MENT VIL E OF RYE OK 938 KING ET RvE BR ,NY 10573 l I AUG ' 3 2023 Dl ° r rr VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: A U G 2 Approval Date: 3 P. rmit �J� Application# Approval Signature: ARRCHITECTURAL REVIEW BOARD: Disapproved: : Date: BOT Approval Date: Case# : Chairman: PB Approval Date: Case# Secretaty ZBA Approval Date: Case# Other: 1 � ) /, Application Fee: ermit Fees: \ocn-- ) " EXTERIOR BUILDING PERMIT APPLICATION Application dated: —d is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below. 1. JobAddress:2 l..t.1 1 1''TR-i^o�o l uQ- 2, Parcel ID#:_ / 3,5 , 3 _55 Zone: 3. Proposed Improvement(Describe in detail): RQ+(1�lcw� of, rnCtl" Law*L Ji, Cee- j1-' -" Lw"' fth-DA C ,lF1 v,re. -rwo '6C-ti'A rMt.'S -P.Cnn�"15�r1e. WMDywS. LOL44r (.Q+e. F &"Jee�lar. "t Cre44, `[5(L�CA ill yea i nyee„ 6"% of ✓mob 1ba*- H&,j >L e- D-e , e w,en p-y w 4. Property Owner: M S Gh a e.L L" a D a,►n rv�. C.NU C o n•+r r&R-* Address: 'L W t Y1-t'WL-ae 9r 1`f- p Phone# -7f 8- Q jW9 .Cell# (gyp Y6--cA5 -Q e� e-mail_� C }��! 1-1 r^wtl.•C ay. 40 List All Other Properties Owned in Rye Brook: r ai Applicant: Address: Phone# Cell# e-mail Architect:-z-5-Okyt `j .SCE lea4tL. Address: 3 3 e r w\ V,�NkkL 614k O I l q-(Z-mOr)x, Phone# �91 � �73- 73Sa Cell# ��_ 7!1(- 0/SZ a-mailSt-ctria`!o Engineer: Address: Phone# Cell 4 e-mail General Contractor, eJ -- A41'11 1k. ,-1 C J7 Address p3% (,) Q Phone# Cell#y 72 e-mail (l) G1112023 5. Occupancy; (I-Faro.,2-Farn.,Commercial.,etc—)Pre-construction: Post-construction: T�Mr &J 6. Area of lot: Square feet: /5 DC 2 Acres: e � 7. Dimensions from proposed building or structure to lot lines: front yard: 44. rear yard: _ 4.6 ��yard: 40•s left side yard: /5.f other: 8. If building is located on a corner lot,which street does it front on: L-ar i6-L41 V- ` S Fnn T CVfVP 9. Area of proposed building in square feet: Basement: ls`fl: "''Il: Yd l: 10. Total Square Footage of the proposed new construction: 0 11. For additions,total square footage added: Basement: I"fl: 2°a fl: 3rd fl: 12. Total Square Footage of the proposed renovation to the existing structure: -7 7 1 .5 a V=T 13. N.Y. State Construction Classification: N.Y. State Use Classification: '2- 14. Number of stories: Z Overall Height: Z_4 er Median Height: 2I -6 rt 15, Basement to be full,or partial: finished or unfinished: lb. What material is the exterior finish: 17, Roof style;peaked,hip,mansard,shed,etc: Roofing material: 18. What system of heating: JAvy 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 20. Will the proposed project require the installation of a new,or an extension/modification to an existing automatic fire suppression system'?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) Yes: No: ✓ (fyes,applicant must submit a separate Automatic Fire Suppression Svstem 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:,/ Area: 22. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: ✓ (if 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: (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: ✓ (if 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: No: ✓ (rf yes,the area and elevations of the flood plane must be properly depicted on the survey&site plan) 26. Will the proposed project require a Tree Removal Pcrmit as per§235 of Village Code? Yes: No: (ifyes,applicant must submit a Tree Removal Pennit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: ►/ Indicate: TIER 1: TIER [I: TIER III: (f yes,a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property: F-9,ey y alro 5 TBltic tc V�Y«.Kcs. -2 A.pp 14i4n 29. What is the total estimated cost of construction: $ p& on XC CV,"Now: The stimaTed cost shall include all site improvements,labor, material,scaffolding,frxe equipment,professional fees, including anv material and labor which may be donated gratis.ff the final cost exceeds the estimated cost,an additional fee will be required prior to issuance of the C/O. 30. Estimated date of completion: (2) 6/1/2023 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 933 KiN(3 STREET RYE BROOK,NY 10573 (914)939-0668 RESIDENTIAL LOT AREA COVERAGE Address: Section: I35-. Block: I Lot: S S PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS (Local Law 3-881 YOUR ZONE AREA iN MAIN ACCESS, DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4% R-20 20,000 14% 3.5% 4% R-15 15,000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% R-12 12,500 17% 4% 4% _ R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,000 30% 5% 3.5% R-2F 5,000 30% 5% 3.5% Existing: Proposed: 1. AREA OF LOT /SOG Z _Sq. Ft. �So 2 Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) 3 Sq. Ft. ! 7 Sq. Ft. b. Area of 181 Floor Divided By Area of Lot x 100 2, L % /Z• Z % 3. AREA OF ACCESSORY BUILDING O (Includes Detached Garages,Tool Shed, Playhouses) Sq. Ft. Sq. Ft. a. Coverage of Accessory Building O O Area of Accessory Building Divided By Area of Lot x 100 % % 4. AREA OF DECK © Sq. Ft. Z-7,+ Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 % "° % I attest to the best of my knowledge and belief,the above information is correct. chitect's Signat sit 2/202 t BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: Z W'nTWy'11Q I71Z. Section: 3,1t Block: i Lot: SS Zone: 9-15, IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including, but not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards, sports courts,swimming pools,patios, sidewalks,ramps,terraces and driveways. TOTAL MAXIMUM PERMITTED MAX. PERMITTED COVERAGE Zoning IMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT (sq.ft.) For Base Lot For Lot Area YARD(%) Area(sq.ft.)* Over Base R-35 15 Lot Area % R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2,200 35 6,001 to 12,000 2,900 27 R-15 35 12,001 to 16,000 4,520 26 R-15A 35 16,001 to 20,000 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: IS aG Z sq.ft. Existing Allowed Proposed Total impervious coverage = 3 O'$A S .ft. .S 31 b S . ft. `3.373 S .ft. Front impervious coverage = ` S % -3 S % y/' S I attest to the best of my knowledge and belief,the above information is correct. chitect's Signature (4) 8/12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: Z w,vil+krae 'per Section: 135`.3�t Block: ► Lot: s-s' MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area —21,780) x 0.11478421 ]: a. Allowed = 3Z Z Y Sq. Feet b. Existing = 3 3 z% Sq. Feet c. Proposed = 3 3 Z 8 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 REQUIRED FRONT: FRONT: FRONT: .44 R-35 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 R-25 SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 /P-20 SIDE: SIDE: SIDE: 1.60 FRONT: ,.46-7 FRONT: FRONT: .60 R f5 SIDE,-av f 7Zc SIDE:.31c ,726 SIDE: 1.60 FRONT: FRONT: FRONT: .80 R-15A SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 R--f2 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 !I-f0 SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 R--7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 IP5 SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 R-2F SIDE: SIDE: SIDE: 4.00 1 attest to the best of my knowledge and belief, the above information is correct. g!-L- --7 architect's Signature (5) 8/12/2021 BUILD ME,NT 1� c VIL +''IRA + OOK AUG - 3 2023 938 KINIG TP12�1c; ,NY 10573 VILLAGE OF RYE BROOK BUILDING DEOARTMENT *•h*t4k:ram*�k•k*ierrk�t,t*•k�Jrh,r�F:��r**ww�rvrwwvrxw�rr�,rx•,kxrtii.r*sip:e::r�*k�w**,r•k•k�:ee�e�*:rxrt�x:t>Fw,axtkrx�e:k��:,r*vrv�xre*w*�i+4+rw:�drkww AFFIDAVIT OF COMPLIANCE VILLAGE CODE 4216 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST HEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY SCALDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT. STATE OF NEW YOM.,COUNTY OF WESTCHESTER ) as: 31, 0C AC-b- C'N o ,residing at, Z (Print name) (Address where you line) 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; Z (.'y I n-06 ' ltle2t t'Q_ ,Rye Brook,NY. (Jots 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 stomiwater 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.. Z—,— Co A57RAC-1 ✓CaWer (Signature of Property Owner(s)) tj le-gmt- 040 4- P(AaA-_9 C 90 (Print Name of Property Owncr(s)) Sworn to before the this lqi_ day of c�6t ,20 -OU3 (Notary Public) Christine A.Criscl Notary Public,State of New York LIC#OI CR6365109 Oualified in Westchester Con (6) Comm.Exp.September 25,20 8/1212021 This;form must be properly completed¬arized by the Design Professional of record and the Property Owner.Failure to provide this complete permit application will delay the permitting proce 7LS9 AUG - 3 2023 Notice of Utilization of Truss Type, Pre-Engineered ood + VI LAGF OF RYE BROOK or Timber Frame Construction. (Title 19 Pall 1264&1265 1lYC LDING DEPARTMENT To:The Building Inspector of the Village of Rye Brook, From: o�^+ri G Subject Property: Z_ _uj i h-k-�orr n2 _SBL.: jet°• � -Z,Z Zone: Please talce notice that the subject;❑One or Two Family;©Commercial, ❑ New Structure o Addition to an Existing Structure 3(Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; o Truss Type Construction(TT) ❑ Pre-Engineered Wood Construction(PW) a Timber Construction(TC) in the following,loeation(s); a floor Framing, including Girders&Beams(F) a RoofFraniuig(R) in 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. h� Sworn to before �`e me this y S sworn tiAbcfaremethis da�A �jl t4 vs ,20 .7 _ clay of ,2t} D-5 eaA;''e G7 vg;u Pee Signature of Property Owner SWiature of Design Professional HlelI(tE G -e—V IA40e CAW `]A,, G S La,-t 0-t Pt j N<une of Pr p wry Print N t o esi n Profe oval Notary Public ataxy Pubic Christine A.Grisci Notary Public,State of New York LIC#QiCR6365109 Qualified in Westchester County KAREN R. CAPPUZZELI.O Comm.Exp.September 25,20� No" PUMC, Staff!Of New YDrk �'� No. 01CA61SM" Qualified In Rockland County Commision Expires August 7,,:3L0-0-Co 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 nonrefundable. STATE OF NEW YOM,COUNTY OF WESTCHESTER huti SCr,r}u-4v pint;duly sworn,deposes and states that he/she is the applicant above named, (print name of ii,dividual Signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pettains, or that (s)he is the /��-t✓4�l A_e� for the legal owner and is duly authorized to make and file this application. (indicate architect.contln,'Lor,ogcnt,.anomoy,alc.) That all statements contained herein are true to the hest of his/her knowledge and belief, and that any woac pet-formed, 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 lie/site 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 sanitatry sewer system on or from the subject property. Stearn to before Inc this y f 1 SSworn to before Inc this n day of_At, 0f-I , 20 "�3 day of ,20._/�'Iit44- '� Zt--_ Ca.sl G-r -/j si nature o 'rop rty owner Signature of Applicant Print Name of Property Owner Print Name orApplicunt Lo i � Notary Public Notary Public Christine A.Crisci KAREN R. CAPPUZZELLQ Notary Public,state of New York Notary Public, State of New York LIC#OICR6365109 No. 01CA6250W Qualified in Westchester Countyalifled In Rockland County Comm. Exp.September 25, 20 Commision Expires August 7, (�l 8/1 212 02 1 = tlt t.t.t t.t44444t'•t*togGOtot.t. t.t. tit=t= tito GO4164A , f ; 0 N N N N a = C, O, 7A ad Lo. M�1 N H Fr Q W O H a w Ln W �, 4 MCC) 4k .-r O O � O d oG o ei F . 0 W o z w z w° Q -g O w Z Q a N ° ® z x C 00 N z w w cz ►� w � x � � a W o z " > O f^a U O Z O w H p ° � va"i 1-4 Zo 00 z � F c � U zz � W A W V layy it MCI w OG z F w p n w o Z Z F .• 0 A O � A a rn F+ O N z � � � z � oA z w A r r ���t��tMl ti t�t/t•tR tM t•�����������������t3��t! � BR BUILDS E I TMENT -- V11L E OF RYE `60K j SEP 20 2023 938 KIN ET RYE B ,NY 105731 _ VILCF Gi E OF RYE BROOK or ' BUILDING Dt P� \RTMEN- ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: 3 EP #: 3 r,)OCR' Approval Date: SEP 2. 1023 Permit Fee: $ —3 Approval Signature: Other: ************************************************************************************************** Application dated, 9 Qo -a 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 be in conformance with all applicable Federal,State,County and Local Codes. I.Addressi I c N411-o p I?/—�Y�-& SBL: 13 j,3 L4 -1 9 S-Zone: —� 2.Property Owner j�A��d- 1 ChQ Address: c—Q W /t)O Phone#: Cell#: email: 3.Master Electrician/Licensed Installer: c� Q Address: (��� Lic.#: ! 3�09 Phone#:'10k 3,-4--2�,�ell#: email: My-'e1-e A.kl CCN1f'tCJ Company Name: ►4l>e C1-c-AYX-:j A,,s-±.—'y Address: 13X /UAt 4.Proposed Electrical Work/ 'xture Count: Ajew Ri'�+-��� wy It 1 " co 5.31 Party Electrical Inspection Agency: a, ********************************************************************************************************* STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the 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 befo me this �00 day of ,20 of ,20 Signature of Property Owner S e of-A61bicaA Print Name of Property Owner Name of Applicant � Notary Public Notary It Public Notary Public,State of New York No.OIME6160063 Qualified in Westchester County 3/3/2023 Commission Expires January 29,20�� • STATEWIDE INSPECTION Service With baegri�v 1:1 Main Street,Fishkill, NY 12524 1 email:office@swisny.com SWIS JOB APPLICATION84 1 914.219.1062 • • • Office Use Elect. Permit Z_ nA. s! Dat � q3 L- Bldg Per 3-� Utility ID# Final Certificate# Zip ;5�7i o�1 couf •S-� Cross Street S [; Block Lot ne �m) ldlfis9 t ✓i �p t r Contact Number ❑Basemellntt tglf'st FI. d FI. ❑3rd FI. ❑More Than 3 FI.V❑Garage ❑Attic ❑Outside ❑Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw Incandescent Fluorescent SERVICE Amperage Voltage 1 P 3P #Meters #Disconnect ❑Underground ❑ New ❑Reconnect ❑Overhead ❑ Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information 1 IC; \100 r � I LSEP 0 2023 E VILLAGE OF ':?'' RROOK This application is valid for one(1)year from the date received by SWIS.This application is intended to cover the above listed items to be inspected,If at any time of inspection additional items have been installed,you are authorized to make the inspection and adjust the fee for the additional items inspected.The applicant declares that there is no open applications for the above address with any other inspection company.The applicant,owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Inspector Date Finalized Inspector# Company Nam ,P �r G Date Address1' r•�•�,� C ft*to License# 1 Phone# I 1-1 \ _ �11�4 R E C IE State Wide Inspection Services Ck 1080 Main Street FEB 21 2024 Fishkill, NY 12524 845 202-7224 Phone VILLAGE OF RYE BROOK 914-219-1062 Fax STATE WIDE INSPECTION SERVICES RUILDINO DEPARTNAFNT Email: office(cbswisny.com { �.. _... Website: www.swisny.com Service With Integrity BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: My Electrician, Inc Michael& Dianne Chu Joseph M.Alongi 2 Winthrop Drive 1333A North Avenue Rye Brook,NY 10573 New Rochelle, NY 10804 Located at: 2 Winthrop Drive, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP 23-206 135.34 F 55 Certificate Number:2023-8003 Building Permit Number: BP 23-151 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: 2 Winthrop Drive, Rye Brook, NY 10573 The Basement, First Floor,Second Floor,and Exterior were inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation,as set forth below,was found to be in compliance on the 15`h day of February 2024. Name Quantity Rating Circuit Type 1" Floor Dining Room Receptacles 05 Dimers 03 Switch 01 Chandelier 01 LED Luminaires 04 Livingroom Receptacles 05 Dimmer 01 LED Luminaires 06 Name Quantity Rating Circuit Type Entry Foyer Receptacle 01 Dimmer 01 Chandelier 01 Kitchen Receptacles 08 Power Strip Receptacles 03 GFCI Receptacles 02 Dimmers 03 Pendant Lights 02 Under Cabinet Lights 03 Sconces 02 LED Luminaires 06 Heat Sensor 01 120V Hallway Receptacles 01 Switch 01 LED Luminaires 03 C/O Smoke Detector 01 120V Hallway Bathroom GFCI Receptacles 01 Dimmer 01 Switches 02 Sconce 01 LED Luminaires 02 Exhaust Fan 01 Heated Floor Mat 01 Thermostat 01 Bedroom 3 Dimmer 01 LED Luminaires 04 Smoke Detector 01 Bedroom 2 Receptacles 03 Dimmer 01 Switch 01 LED Luminaires 05 Smoke Detector 01 Primary Bedroom Receptacles 05 Dimmers 02 Page 12 Name Quantity Rating Circuit Type Switch 01 LED Luminaires 05 Closet LED Light 01 Smoke Detector 01 Primary Bathroom Receptacle 01 GFCI Receptacles 02 Switches 02 Dimmer 01 LED Wall Mirror 01 LED Luminaires 03 Exhaust Fan 01 Thermostat 01 Heated Floor Mat 01 Attic Heat Sensor 01 120V Lower Level Family Room Dimers 02 Switches 02 LED Luminaires 08 Recreation Room Receptacles 08 Dimmers 02 Switches 02 LED Luminaires 14 C/O Smoke Detector 01 Bedroom 4 Receptacles 05 Dimmer 01 LED Luminaires 14 C/O Smoke Detector 01 120V Bathroom GFCI Receptacle 01 Dimmer 01 Switches 02 LED Light Mirror 01 LED Luminaires 02 Exhaust Fan 01 Page 3 Name Quantity Rating Circuit Type Mudroom/Laundry Room Receptacles 04 GFCI Receptacles 01 LED Luminaries 06 C/O Smoke Detector 01 120V Dryer 01 30AMP 240V Garage GFCI Receptacles 03 Switches 02 LED Luminaires 05 Heat Sensor 01 120V Sub Panel 01 100AMP AFCl/GFCI Breakers 08 20AMP AFCI Breakers 03 20AMP AFCI Breakers 08 15AMP Boiler Room Heat Sensor 01 Exterior Wall Sconces 07 GFCI Receptacles 04 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 6vork performed on the date of inspection only. Page 4 fV N R • Ln a 00 � H z u H w w � O x wLn ►.� � �. x z � w en hl O C cell rn Am. pC .n �-+ �' w o• x as < ., PLO w 00 C4 cz r A W w Z ,n ftiwl: w F w < O " z (� s, r O w �.+ Z z :° in 7 F U 7 a ` r �J o Z x z r W F-� v � � •� oG � a� � < O V z0-4 - V w Ln a zz i CL4 � . W o� L o wi x IL CA H o �- N .. A a = c EBRnv D BUIL E MENT OCT 2 3 2023 VIL E OF RYE OK 938 KIN ET RYE B ,NY 10573 VILLAGE OF RYE BROOK ,1` - BUILDING DEPARTMENT or PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY B #: �' / PP#: C--;>,3 Approval Date: 3 Permit Fee: $ 1::D/��P'ZU Approval Signature: Other: Disapproved: (fees are non-refundable) �+3� is hereby made to the Building Inspector of the Village of Rve Brook NY, for the issuance of Application dated, / a Permit to install and/or remove Plumbing as per detailed statement described below.The applicant&property owner,by signing this document agree that said plumbing work will be in conformance with all applicable Federal,State,County and Local Codes. I.Address: Ld/aT,l/�OP -02 five- SBL: I36-i3`//— Zone: S- 2.Proposed Work: �. C NQUICA iork 6q Px fSt I•�5j h 6 Ag f 3.Property Owner: V/AAWf ,d' H I C 14 kt L 6140 Address: a GJ/PJ'/-{1e6 P -P P I✓''C- Phone#: 7/01-446-e1 $8 Cell#: email: 4.Master Plumber: Ft :<- er Address: r f A, / Lic.#: 13y Phone#: S �t-(� (� tCell#:�tfS 5�{C{ t-((� (( email: �p (tCA C1-PVi-1,C6tA Company Name: Er•C �.er C14 �{.t �C� �LO Address: IM (C,eWu%C W Or, (Sr'- /At " A;y 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 ` t- ( ' S- 1 st Floor Z ' ' 2nd Floor 3`d Floor 4'^Floor 5'Floor Exterior 5.* List Other Equipment/Provide Details: - S�cc"'\oLnr cc (Notarized Signatures Required Next 2 Pages) 3/3/2023 STATE OF NEW YORK.COUNTY OF WESTCHESTER ) as: ow,d,aj (U'Ltt ,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 Ig Sworn to before me this I& day of OC#V bl-!" .20 day of �� 20 .13 tgnature of Property Owner tgnature of Applicant tj te,946, L G['f L,) 171CI1)Y)P CIIq HtegArL c-g / P)ctiloe Chu Print Name of Property Owner Print Name of Applicant "U�4610�- a� 6'. - Notary Public Christine A Criscl Notary Pub ristine A.CrisCi Notary Public,State of New York LIC#01CR6365109 Notary Public,State of New York Qualified in Westchester County LJC#01 CR6365109 Comm. Exp.September 25,20 Qualified in Westchester County Comm. Exp.September 25,20_S' This application must be properly completed in its entirety and must include the notarized signature(s)of the legal owner(s)of the subject property, and the applicant of record in the spaces provided. Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. 2 3'3/2023 "10 SHARI MELILLO Notary Public,State of New York No.01ME61.60063 Qualified in Westchester County Commission Expires January 29,202-7 R ECEHVIIE BUILDING DEPARTMENT VILLAGE OF RYE BROOK OCT 2 3 2023 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 VILLAGE OF RYE BROOK www.r -eb'ro kor BUILDING DEPARTMENT ******************************************************************************************************* AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE 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: .11, N( I C I.1 Jkt L CA 0 , residing at, 11)I_71440? 5>R l V15 (Print nam i (Address where you live) being duly sworn, deposes and states that(s)he is the applicant above named, and further states that(s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; `P o & I f 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)) H(C-MA6 L C14 L) 0IC11Im, Chu 1,Pnnt dame of Property Uwner(s)) Sworn to before me this 1 of OQh , 20 023 3a� (Notary Public) ChrlstIne A.Cdsd Notary Public,State of New York UC#01 CR6365109 Ouarified in Westchester County Comm.Exp.September 25,20 -3- sn zizo2 t 1Buildin Permit Check List&ZoningAnalysis Address Zone: 1� 'l� Use: i Const.Type. �Other: Submittal Date: etvisions Submittal Dates: Applicant: Nature of Work: K) \ 1 lK lA ` k ' A_ CI S U� \ S N c- 4- Reviews:ZBA: A U G 0- 2 3 PB: BOT: Other. NEED OK 11�x (�(a- FEES:Filing. _BP: C/O: Flood Plane: Legalization: ( ) ( 4'APP: Dated: Notarized: SBL: Thus I.D. Cross Connection H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. ( ) ( ) ENVIRO:Long. Short: Fees: N/A: ( ) (;,)/SITE PLAN:Topo: Site Protection S/W Mgmt.: Tree Plan: Other. ( ) ( YSURVEY:Dated: Current: Archival: Sealed: Unacceptable: ( ) (, _FLANS:Date tamped: SeaJe� Copies: Electronic.* Other. (�( (. !Lyaense Work CP Liability omp.Waiver. Other. ( ( CODE 753#: 1�� I/ -' `' _( Dated 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. O O 2020 NY State ECCC: N/A: Other. ( � ( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER C/O DENIAL LETTER: Other. ( ) ( ) Other. mtg.date: approval notes: ( )ZBA mtg. date: approval: notes: ( )PB mtg.date: approval:- notes: APPROVED ED REQUIRED EXISTING PROPOSED NOTES 15,s � Date: AUG 2 2 2023 Fie -I Front: c40c3 n,c FrontsU0.1 C Sides: I r-&� C z Si As jjy S Q RALr. — — Accs.Cov — �� ly Ft.H S Sd.H/Sb. �r Tot,JW: Ft.ImD. P HWht/Stories: notes: BUILD MENT 3D VIL ;`6"P,- 001( AUG - 3 2023 938 ICING >A; ,NY 14573 VILLAGE OF RYC BROOK c� BUILDING DEPARTMENT wiww+vwwwwws.xwww�w�wwwwwww�wwwwwwwwaw xw rw++v-wwu�wwvwwxwwwww�wwwww* axw��:a:�w#wp*wwww?.wwwwwwwwwedwwwwwwawa+aw 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: Z W l h'nAy�sp vim- Date of Submission: Parcel ID#:_ 46. ( 5 —.S - ZZ Zone; r- is" Y- —Q Proposed Improvement(Describe in detail): V-eYno l 0"Ir� W t4-4 W�,-f(Lt APPLICANT CHECK LIST: � MUST BE COMPLETED BY THE APPLICANT 7 un}e� ��no (sewer ��c�C Q rtJap,Ftc iftch The following items must be submitted to the Building Department by the applicant- no exceptions. Property Owner: YYI i Gh ..CL--' �h� �, C 4v I• ( )Completed Application eewr -F vENr 2. ( Two(2)sets of sealed plans. (one full size (maximum Address: 1{rryy' rep D a-A ve allowable plan size=36"x 42")and one l l"x17") Phone# 3. ( Two(f)copies of the property survey. 4. (--)Two(2) copies of the proposed site plan. Applicant appearing before the Board: 5. (--TOne electronic/disc copy of the complete application materials. 6. ( Filing Fee. Address:�3 '3p jM,-i MY Z2P [ 7• ( )Any supporting documentation. Phone# 17 14 Z?3- 73.-° g• ( )HOA approval letter. (ifapplrcable) 9. n Photographs. Architect/Engineer: 5 0 M P_ Q S 10.( )Samples of finishes/color chart. (a sample board or Phone# model may be presented the night of the nieerbtg) 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. t Sworn to before the this 1 Sr Swom to before me this 1 ~ day of uE , 20A�J day of 20� Signature of property Owner / Signature of rlppiieant HXEI eH t/ o- NE c#cJ Print amcofpropertyOw r Print amcofApplicant C� Nu ary Public Nowy Public Christine A.Crises Hl I(AliiN R. CAPPLIZZE Notary Public,State of New York Notary Public, State of New York LIC#01CR6365109 No. OICA61SO664 Cualified in Westchester County Qualified in Rockland Coun Comm. Exp.September25,20 s Commision Expires August 7,1 v�,Z L 8/12/2021 V + , Village of Rye Brook enda Architectural Review Board Meeting u� c u� g cv�..��`�y Wednesday,August 16,2023 at 7:30 PM Village Hall, 938 King Street �j 1. ITEMS: 1.1. ARB23-085 (Consent Agenda) Fasih Ahsan&Talha Rathore 320 Betsy Brown Road 4'high silver chain link fence. 1.2. ARB23-086 (Consent Agenda) Eric Hammer&Barrie Hammer 25 Old Orchard Road 6'high clay PVC fence and gates. 1.3. ARB23-087 (Consent Agenda) Benjamin Alper&Dilrukshi Ekanayake-Alper 60 Windsor Road Rooftop solar array. 1.4. ARB23-088 (Consent Agenda) Michael Ryan 24 Tamarack Road Rooftop solar array. 1.5. ARB23-089 (Consent Agenda) Eric Newman&Cindy Newman 39 Tamarack Road 6'high white vinyl fence and gates. 1.6. ARB23-090 (Consent Agenda) Volkert Braren&Maureen Braren 262 North Ridge Street Rooftop solar array. Consent Agenda Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.7. ARB23-091 David Fink&Emily Fink 14 Birch Lane Change front door from double to single. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Architectural Review Board August 16,2023 1.8. ARB23-092 Sound Federal Savings&Loan 121-125 South Ridge Street aka 115 South Ridge Street Two illuminated monument signs and one non-illuminated wall sign "M&T Bank" Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.9. ARB23-093 BelleFair Homeowners Association 38 BelleFair Boulevard One non-illuminated wall sign "Childtime Learning Centers" Approvals: Motion Second Abstention Aye; Nay; Adjournment, Notes 1.10. ARB23-094 Bryan Wolkind&Jodi Wolkind 30 BelleFair Road Rear deck. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.11. ARB23-095 Steven Miller&Fran Miller 10 Country Ridge Drive Renovate existing deck,new windows,remove chimney and new exterior door from garage. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 2 of 3 • Architectural Review Board August 16,2023 1.12. ARB23-096 Aamani Property Holdings LLC 221 Betsy Brown Road Front entry landing,repair walkway and driveway. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.13. ARB23-097 Lindsay St.Lawrence 1 Churchill Road Repair and replace retaining walls and add stone facade to driveway wall. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.14. ARB23-098 Brett Goodman&Stephanie Goodman 11 Edgewood Drive Rear 2nd story addition over existing family room. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.15. ARB23-099 Michael Chu&Dianne Chu 2 Winthrop Drive Rear deck,patio,reconfigure windows,interior and exterior alterations. Approvals: Motion -tvC Second Abstention Aye; Nay; Adjournment; Notes NEXT MEETING: September 20,2023 Page 3 of 3 JOHN G. SCARLATO JR. ARCHITECT 33 Byram Hill Road Armonk, N.Y. 10504 Phone: (914) 273-7350 Fax: (914) 273-9222 JGSCARLATO@a GMAIL.COM 8/16/23 Building Department Village of Rye Brook 938 King Street Rye Brook,NY 10573 RE: 2 Winthrop Drive Siding Existing shingle same blue gray color Trim Azak trim around window white to match existing Roof shingle existing timberline 40 year Pewter color Railing White timber tech trademark railing system white composite Decking Timber tech slate gray Patio floor Bluestone match existing Light fixture Globe Electric Hurley black modern wall sconce 14 GlniberTech by AZEK Building Products w r � a, x ray. K _ I -1 - s; - Y r C 4 �3i Trademark TM l DEFINED . REFINED . BOLD . TOP RAIL SIZE:3.5"X 2.6" Tastefully elegant details define the Trademark Rail system. The timeless Profile features a subtly curved top and beaded detail while flaunting solid construction. COLOR OPTIONS INFILL OPTIONS Composite balusters Aluminum balusters CableRail by Feeney' Glass channel kit Sq...——d 6Ua.nor-1.E.d WHITE /� Trademark Rail is only offered regionally.See your sales representative For availability. 4/Q STIMberTech - AZEK� Perfect Your Porch ELEGANT . STYLISH . DURABLE . �, Y •:+1� Turn up the volume on your home's curb appeal Whether choosing a traditional brown or an on-trend gray for porch boards, you can personalize your porch. Our high-performance, capped polymer porch boards W sty. are designed to look like natural wood—but better— while adding timeless beauty. _Y 'h6 f COASTLINE® MAHOGANY WEATHERED TEAK'" DARK HICKORY MORADO® SILVER OAK" SLATE GRAY BROWNSTONE OYSTER' 0 J j •. � 4 1 38 Extended lead times may apply to certain geographies. Globe Electric Hurley Black Modern Indoor/Outdoor 1-Light Wall Sconce (zes)v Questions&Answers(55) 1 I r 4 li ff: Hover Image to Zoom $79.97$ Laura Petersen From: Laura Petersen Sent: Friday, August 25, 2023 11:40 AM To: MCHU517@GMAIL.COM Cc: John G. Scarlato,Jr. Subject: Building Permit Application - 2 Winthrop Drive Good afternoon, The building permit application has been approved by the Building Inspector. Before I can issue the building permit the following items must be submitted to our office; /enQ M/�c�io�Q General contractor's contact name (first and last) & phone number. . Copy of general contractor's valid Westchester County Home Improvement License. General contractor's valid liability insurance (the Village Of Rye Brook must be the certificate holder) V4• General contractor's valid workers compensation on a NY State Board form (C105-2 or U26.3) 5. Building permit fee $3,600.00 (due once permit is issued and ready for pick-up) Thank you / Laura +-/ Laura Petersen I�V Office Assistant Q Village of Rye Brook J 938 King Street Rye Brook, New York 10573 Phone(914)939-0668 1 Ioetersena[yebrook.org 1 WE C ri U3CL LLI 1! c, Q Y � 3.. .-► w �„ or a Z c ULf 40. vj crjti �. o m •rfi �i 1..J Z LU Z < I r. L I ♦ ,M-i .. .'+ I L •y a �y = 1r . cm >T cm F :? y h �! �'�"Y..{ 4,�t t e••- � . Y �,�f,'* !,.r1' Rl4�r:: � .+ �• •^�1 14 t`� ��:%�11 �I ♦c:'• - �� f � J a ,vrafa3�'F All,c {� Si1;t� t. *{Ctf���•'^I ;M',J r;v�irX.,P • .�,.i'3''� s:. + A�® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 09/05/2023 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 Albert Palancia Agency, Inc. HONE JALEN wlLsoN FAx tac,No.Ea: (914)698-1373 ���.(914)698-0125_ 116 Mamaroneck Avenue �RED_jalenQpalandalnsuranca.eom Mamaroneck, NY 10543 INSURERS AFFORDING COVERAGE NAIC0 INSURERA: XS BROKERS INSURED NEW DIMENSION CUSTOM HOMES, LTD INSURER a: ALLIED INSURANCE 10127 ALENA Imrichova INSURERC: 239 ELMWOOD RD INSURERD: SOUTH SALEM, NY 10590-2207 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: 00005383-1440231 REVISION NUMBER: 110 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBRI LTR TYPE OF INSURANCE AOI POLICY NUMBER POLICY EFF MM/DDY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY Y WCCO-CGL-0000316-01 03/25/2023 03/25/2024 EACH OCCURRENCE S 1 OOOOOO CLAIMS-MADE �OCCUR PREMISES Ea occurrence) f 100.000 MED EXP(Any one person) $ 5,000 X Liability •7 PERSONAL 8 ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY PRO-- LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ B AUTOMOBILE LIABILITY ACP3049079695 12/17/2022 12/17/2023 E,Mc d n,SINGLE LIMIT $ 1,000,000 ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY X AUTOS BODILY INJURY(Per accident) i HIRED NON-OWNED PROPERTY DAMAGE 9 X AUTOS ONLY X AUTOS ONLY Per aoddent s UMBRELLA LIAB OCCUR EACH OCCURRENCE s EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below -7 E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) VILLAGE OF RYE BROOK IS INCLUDED AS ADDITIONAL INSURED WITH RESPECT TO GENERAL LIABILITY AS REQUIRED BY WRITTEN CONTRACT JOB LOCATION: Chu Residence,2 Winthrop Drive, Rye Brook, NY 10573 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE VILLAGE OF RYE BROOK THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. 938 KING STREET RYE BROOK, NY 10573 AUTHORIZED REPRESENTATIVE �l J.W 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Printed by J.W on 09/05/2023 at 10:10AM 4 \\ NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE o � a A A A A A A 271405192 ALBERT PALANCIA AGENCY INC 116 MAMARONECK AVE 0 MAMARONECK NY 10543 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER NEW DIMENSION CUSTOM HOMES LTD VILLAGE OF RYE BROOK 239 ELMWOOD RD BUILDING DEPARTMENT SOUTH SALEM NY 10590 938 KING STREET RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W2199115-3 624287 03/25/2023 TO 03/25/2024 9/5/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2199115-3, 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 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 STAT SU NCE FUND T �V DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 547744788 U-26.3 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Monday, September 11, 2023 9:36 AM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 09/11/2023 09:36 To: VIL RYE BROOK PRIMARY Transmitted: 09/11/2023 09:36 00001 Ticket: 09113-000-538-00 Type: Regular Previous Ticket- ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 2 To: Name: WINTHROP DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: BACK YARD NearSt: BERKLEY DR Means of Excavation: HAND TOOLS Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: INSTALL DECK, INSTALL PATIO Estimated Work Complete Date: 09/29/2023 Depth of excavation: 46 INCHES Site dimensions: Start Date and Time: 09/22/2023 07:00 Must Start By: 10/06/2023 ------------------------------------------------------------------------------ Contact Name: DOMINICK IMRICH Company: NEW DIMENSION CUSTOM HOMES Addrl: 239 ELMWOOD RD Addr2: City: SOUTH SALEM State: NY Zip: 10590 Phone: 914-764-1435 Fax: Email: ndcustomhomes@optonline.net Field Contact: DOMINICK IMRICH Alt Phone: 914-403-7877 Email: ndcustomhomes@optonline.net Working for: CHU RESIDENTS ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR i DocuSign Envelope ID- C81 E71 F7-2175-481 D-9218-F410188B7C57 w 0 Est.1947 650 Halstead Avenue Mamaroneck, NY 10543 (914) 381-2357 www,SpineLLISurveying.com SURVEYING i SCALE 1'=20' 1 'BERKLEY' Survey of Lot No, 63 as shown on 'Map of Section Five Pine Ridge', In the Town of Rye, New York. Flied In Westchester County on February 27, 1961 as Map No, 12710 Surveyedi 7,6,23 Map Drawni 7.7,23 Updated1 2.15.24 x •S7.0 112.24' N 05° 15140" E NOTES: 1. THIS PLAT WAS PREPARED WITHOUT BENEFIT OF A TITLE REPORT AND THEREFORE DOES NOT NECESSARILY INDICATE ALL ENCUMBRANCES UPON THE PROPERTY, AND THIS IS SUBJECT TO ALL RESERVATIONS, RESTRICTIONS, EASEMENTS AND AGREEMENTS OF RECORD TO THE EXTENT THAT THEY LAWFULLY APPLY TO THE PROPERTY. 2. THIS PLAT IS BASED ON A CURRENT FIELD SURVEY AND RESEARCH PERFORMED ON OR PRIOR TO THE DATE SHOWN ON PLAT AND IS BASED ON MONUMENTS AND EVIDENCE FOUND IN THE FIELD AND MAY NOT CONFORM TO DEEDS, DESCRIPTIONS OR PLATS OF RECORD. 3. PROPERTY CORNER MONUMENTS WERE NOT SET DURING THIS SURVEY WINTHROP DRIVE Richard , pineW, L.S, NYS Lic, 50975 —Unauthorized additions to or alterations of this plan is a violation of Section 7209 of the N.Y.S. Education Law. ----,17g L FEB 2 0 2024 VILLAG.OF I' YE ROOK Of NEW\ CAVA, \�50975 LANDS��� General notes: I. THIS PROJECT IS SHALL CONFORM TO THE INDIVIDUAL CLASSIFICATION OF WORK AS DEFINED 9,ALL STRUCTURAL STEEL SHALL BE NEW.CLEAN AND STRAIGHT AND SHALL CONFORM TO THE IN THE 2020 EXISTING BUILDING CODE OF NEW PORK STATE CHAPTER 6 IDENTIFIED BELOW, STSTRUCT R1AL STEETION L DESIGNATION ALL WORK HALL COMPLY W H SPECIFICATIONS FOR THE DESIGN, All WORK SHALL ALSO CONFORM TO THE 2020 BUILDING CODE,RESIDENTIAL CODE, FABRICATION AND CONSTRUCTION OF STRUCTURAL STEEL FOR BUILDING OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION LATEST EDiTION.PROVIDE STIFFENER ANGLES OR PLATES FIRE CODE,ENERGY CONSERVATION CONSTRUCTION CODE,MECHANICAL CODE, UNDER ALL POSTS,COLUMNS OR STRUTS THAT ARE CARRIED BY STEEL BEAMS AND IN THE PUEL GAS CODE,AND PROPERTY MAINTENANCE CODES OF NEW YORK STATE AS APPLICABLE. WEB OF BEAMS CANTILEVERED OVER COLUMNS OR BEAMS SUPPORTING HANGERS.UNLESS 2 CONTRACTOR SHALL PROTECT&BRACE All WORK FROM DAMAGE DURING CONSTRUCTION. OTHERWISE SHOWN OR SPECIFIED PROVIDE 6x8x);BEARING ON CONCRETE MASONRY IF ANY. 10.HEADERS TO BE(3)2'X 10"IN 2x6 WALLS OR(212"X 10'IN 2X4 WALLS UNLESS OTHERWISE NOTED. 3.fill WORK TO BE PLUMB&TRUE,ALL PLUMBING WORK TO BE IN COMPLIANCE WITH NYS PLUMBING CODE.ALL ELECTRICAL WORK TO BE W COMPLIANCE WITH N.F.C.,ALL HVAC 11.INSULATION IN FLOORS,WALLS AND CEILINGS TO BE A COMBINATION OF FIBERGLASS BAT, WORK TO BE IN COMPLIANCE WITH ASHRAE STANDARDS,LATEST EDITION.ALL CONTRACTORS AND CONTINUOUS RIGID,OR SPRAY FOAM OR CELULOUS INSULATION TYPES TO CONFORM TO SUB-CONTRACTORS SHALL BE LICENSED AND INSURED.ALL PLUMBERS AND ELECTRICIANS ARE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE CHAPTER 4. _ RESPONSIBLE FOR ANY ADDITIONAL PERMITS.APPROVALS AND INSPECTIONS THEIR PARTICULAR WESTCHESTER COUNTY IS CLIMATE ZONE 4A. • TRADE MAY REQUIRE ' 12.All fO0i1NG5 TO DE A MINIMUM OF 3'-6"BELOW GRADE OR LOCAL FROST DEPTHAS SPECIFIEDBY 4.LUMBER MATERIALS USED IN THE BUILDING SHALL BE GOOD,SOUND.DRY FREE FROM ROT, THE ARCHITECT.UNDERPIN WHEN NECESSARY. LARGE AND LOSE KNOTS.SHAKES AND OTHER IMPERFECTIONS WHEREBY THE STRENGTH MAY BE IMPAIRED.All NEW LUMBER SHALL CONFORM TO 2020 NEW PORK STATE BUILDING CODE 13.HOUSE TO CONFORM TO ANY LOCAL SUPPLEMEMAL CODE. CHAPTER 23.FASTENING SHALL CONFORM TO 2020 MfSBC TABLE 2304.10.1 i?E LACE FJr PCE FJ; KC REPt•. � � P'Epl-� �P�E All LUMBER SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN WOOD COUNCILS 14.PROVIDE BLOCKING AS REQUIRED TO BEARING POSTS ONTO G.RDER OR BEAM CONDITIONS NATIONAL DESIGN SPECIflCATiONS FOR BENDING STRESS AND DEFLECTION,AND 2020 NYSDC 2306. AND VERFY All BEARING TO FOOTING. MWCONY0511E i m ALL WORKMANSHIP INCLUDING BLOCKING.MILLING,BRIDGING,ECT.SHALL CONFORM TO THE 2020 PR0111D � P,EpI,/ NYSBC AND OR 2020 NYSRBC.PROVIDE LEDGER,BLOCKING,NAILERS AND ROUGH FRAMING 15.TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT THESE PLANS AND HARDWARE AS REQUIRED.ALL BEAMS,.JOISTS AND RAFTERS TO DE SET WITH NATURAL CROWN UP. PROVIDE OOUBLE RAFTERS AND HEADERS AROUND ALL ROOF SKYLIGHTS UNLESS OTHERWISE NOTED. 14W COMP0511C 1RiFli ALL LUMBER SHALL BEAR VISIBLE GRADE STAMP.ALL STRUCTURAL LUMBER INCLUDING BUT NOT 1 G.ALL DECK RAILS AND STAIR HANDRAILS SHALL CONFORM TO THE 2020 N.YS,BUfIDING CODE Ag0W2 WWOW5 -__ - LIMITED TO TJL TGI,&LVL BEAMS OR EQUIVALENT SHALL BE INSTALLED PER DRAWINGS AND SECT ON5 1014 HANDRAILS AND 1014 GUARDS. SUPPLIED BY NE MANUfA1CTURER hND SHALpBE FOLLOWED.TJI JT015TSPAND LDL BEAMS SHALL 17.S�i�E � i ��CCfBI}ll�Tl�1f�1 � �. �.4�1�4 �t { CO E MI LE NOT BE ALLOWED TO GET WET AT ANY TIME. T ESJ IN COMPLIANCE WITH 2O20 N.YS.BUILDING CODE S PLACED AOT ORrADJACENT TO 1HE ELECITRIC METER WITH PECIFICAT'ON�PROV QED BY THE 18 ELEMENTS SHAlL08LOCKING AS SPECIFIED BOY TH�ARCHITECT OR A NOMINAOL DiMTENSION OF 4X4 L m m ARCHRECT. FROM STRUCTURAL ELEMENT TO BE SUPPORTED CONTINUOUSLY TO A SOLID MASONRY I FOUNDATION THAT EXTENDS BELOW REQUIRED FROST DEPTH AND RESTS ON A FOOTING Of 6.ALL CONCRETE WORK,DETAILS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE TYPICAL CONSTRUCTION, � � �R/� �F� �PIPCE �E p[;pl ALE WITH THE PROV 510NS Of ACI 318 AND ACI 332 OR PCA 100.AND THE 2020 NEW YORK STATE RESIDENTIAL CODE CHAPTER 8.All CONCRETE SHALL BETYPE-I,3000 PSI COMPRE55lVE 19.All SIMPSON STRONG T{E CONNECTORS AND ANCHORS ARE DESIGNED VY1TH SPECIFIC LOADS ANO AND SECURELY TIED IN PLACE SO AS TO PREVENT DISPLACEMENT DURING CONCRETING, CAPACITIES.SUBSTITUTIONS Of THESE HANGERS FOR DIFFERENT MODEL NUMBERS THAN NEWCOMPOSIIE 11dNt _•••,;�`• ••�•':''• ';;,:•.,�'•:,"•i, •'�,• SPECIFIED BY THE ARCHITECT OR t�lGINEER IS FORBIDDEN WITHOUT VERIFYING THE REPLACEMENT wwCO YFNDOWS �" : - ,.•.;� CODE SECTION�405 MOD((CATIONS TO ACI 318,NFORM TO 7A20 NYS BUILDING PART WITH THE DESIGN PROFESSIONAL. y'.t4EWCOwmllE i�iM.:-.:; ,': 'I: NCYJCOMP0511t:VIM REINFORCING SHALL BE ACCURATELY MSTAUED TO REQUIRED ELEVATION M101JV tN,NDOtNS '. ..' 'C :; :' '�. : AROW117 YViW ALTERATION-LEVEL 3 7 604.1 SCOPE.LEVEL 3 ALTERATIONS APPLY WHERE THE WORK AREA .; t•„ ..• •{:,, j•, CONTRACTORS TO VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO STARTING ti:1; ,.; •}•' ti r I, :.i ANY DISCREPANCIES ARE TO BE REPORTED TO ARCHITECT.ALL WRITTEN DMENSIONS ON % LY%MTH THE THE DRAWINGS SHALL TAKE PRECEDENCE OVER ANY SCALED DIMENSIONS. EXCEEDS 60 PERCENT OF THE BUILDING AREA • :'' ;I , t I' e04.2 APPLICATION.LEVEL 3 ALTERATIONSD B OR LEVEL 1 ANDM2 ALTERATIONS, `, PROVISIONS OF CHAPTERS 7 AN F •: 8.ALL FOOTINGS SHALL BEAR ON UNDISTURBED VIRGIN SOIL HAVING A MINIMUM SATE BEARING CAPACITY OF 2 TONS PER SQ.Fr.BRACE RETAINING WALLS OR FOUNDATION WALLS AS RESPECTIVELY,AS WELL AS THE PROVISIONS OF CHAPTER G. I I I I REQUIRED.BACKFILL WITH APPROVED MATERIAL,BACKFILLING UNDER SLABS,AROUND SECTION eos I I PIERS AND ON EACH SIDE OF FOUNDATION WALLS SHALL BE DONE IN LAYERS NOT TO EXCEED y I I I I 10 INCHES,COMPACTION SHALL BE 95%OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT.EXCAVATION MUST BE FREE OF WATER WHILE FOUNDATION WORK IS 1N PROGRESS. ri_I, rl I-1 TRUCKS,BULLDOZERS OR OTHER HEAVY EQUIPMENT SHALL BE OPERATED W TH CAUTION AND L- --_--___ _-__-_----__ --------------- ----_-_------_---_-_-_-----_�- MSUCHAMANNERASTOCAUSENOD,gMAGETOFOt1NDAT10NSYSTthAS. - r IMATIC&GEOGRAPHIC DESIGN CRITERIA FOR RESIDENTIAL DISTRCTS FRON T ELEVATI0N ' » i s :': CAMKi7 WIND 5rcED f PO 5FE i i dW t U 50N'r ft96N YuEA1HsRWG FROST LIh�C TERM 1E IFFOXC110N WNME .CI:13AMR FLOOD Np ffta Ivim NNN SCALE: 1/:4 = 1 -0 ::,. Z0'� SPEED EFFECTS 1?ELdON P90R,5 ztg CAfffAW M D DE51GN 1B&',P..\RRLAYME :N0 INIr>< rEl✓<�1 r FiRM MAP 9 2&01 4a( 119/120 NO 140 NO 0 ViIE 42" W5 15 �0'D ,II 9 500 52.2 • 4 "+ INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT SEAL. 2020 W5 ECCC--W MOLE R-40ZI.2 2023 Q UrtAtl;20hE FENE5IT'ATION 5KYl GHf b CEB.IX6 L & MOOR 1PA5eWNrW&Ll%/OIZ-VA.LCICEAM5?/UWXL G�c,�Z&REb�4 6 U-FACf 6 FEW51XAVON SP R-VAT(E R-VAI•LE R-VPLtE I R-VA-LB - c P d K•VALLE -20a .SCq•c V.rage ofy� rook 40(moist) 0.52 0.55 O q0 R-49 8/13 R-19 l0/13 0,2 Pf 10/13 /�, WLEVANf NOiES PER 2020 ECCL NYS C i4Y)fADI B 4021.2 1.f 4f n n�%t Bocird r :t a.i?-mAes ire rrw;vx&U•ractars ire mmmmes.Vh:n bWobal is wocol in a calla which is less UkA the bW or destgs Uu&css of the Irelddwa the ulsttJ!ed R-�a4r of Ur urlstiatim shag net 6e Mss Than the R•vabe s pon:d in ilic table. J, �_. .:J '1 C't b.1}n re:lastraum u roctar cdura,erthrdas skylidtte,the SHGC cc8mm appUes to all dazed ferestrabm Eucptkre 5ktjidlts may be eulud d Fran INSULATION AND L� o ..:+ 40 . -FENESTRATION r �IZZI z e�1s-O: dazed rertestrabm SNGC rewvem,-nte in climate tares I U t 3 where de�IGe rar s,ult s dreg r�I,e,ca�d o.30 .FE N E T � .... '.. -, _. .. ., c.11:0/13"mum RIO rmthw bWatim on the mlerta•or erterwr of Ule lane or R-13 eAIty tnwlaWi at Il,e Wcrw or the bmaicawA. ENERGY CODE oh� .LCd`:,'' 7/19/23 alt7.ANI�OUII.t71NGi 5Ef- d R-5 steal be added to the regrind stab R-�r.Ams tar heated s!a5s. _ �,. Chairman:- first - - Iw the 4x is wN insulation,the secmd vA 9 is caalm ug kwheticn so"13+5';means R-13 cavity inshUm plus R-5 catbrums Imlabal....'.'':. COMPLIANCE - - I the secad R value applies when mare Utan!tall file orulabm Is m the inlCtla of fhr mass.wa'1. - - STATEMENT - _ :. ...' :_-... ....- . TO THE BEST OF MY JOHN G. SCARLATO JR. 2020 N.Y,S!'NEPGYCONSERVAt10N CONSiRUC1lON CDDE SvCiIOtJ R•g02.2 2 Ce16tas vltUruLaLUc�,oares... .... ..........._.. .. KNOWLEDGE,BEUEF AND - PROFESSIONAL JUDGEMENT, ARCHITECT 1M Et c 5t G1lON R402.1.2 RPAUB S W5111 At101J GfEAti R iH^N R•30114 P-V&Lg5 il•t;aLlq A�87 fl E nE51ldJ OP 1FE_ - :' :�: ': •. THESE PLANSD AND ROOF/CEB 114G A5rxl1J�Y nOcS NOf ALbGW SIEPIQF.Nf c.PKE FOR 11 E RC016D INSILAtk�N,11 E MINWWMOUIRCD SPECIFICATIONS COMPLY OR B45U A110N FOR SUCH ROOF/R-VAI.LE i FZIN:i"A55EN0U55.SWV C f Rr30.U45U A110N 5}{aLl EXiEi4D 0Vt K'il E tOP OF':".:.;:::.' EXCEED 2020 NEW YORK STATE a WA L PLME f0 iit ouwR EDGE OF 5UCH PLAtE Ai+P 5 4XL NOf DE COMPRE55W.05�1XVON Of smAno,\1 FROM ENERGY CONSERVATION CODE -°•�°�"""" _ _....- iPC REOi ReNENf5 0r SECTION R402J.2.%IW OC LIN110 f0 500 5t7llAf.E FEET(46 M2)•OP.20 PER24 0P ft fom REQUIREMENTS. IN5LLA212 CCLINQAEA,W MfViR 15 LE55,05l:EDLICVON%u NOFAPPLYf011•E U-FALfOR xllt tiMVe APPP.OACHW :: INFORMATION FOR PLOT PLAN TAKEN SCCtiON R402.1.4/U4D 11•E tOfN-UAFLiEP.hIAi11iE1N'�t:fION R402.G5;-.. ..... ......-..._......:.: .. .."' _�-..:-.. FROM SURVEY OF PROPERTY 8Y: . AUG-. - 3 202 ' ' RICHARD J SPINELLI LAND SURVEYOR -. _. 50 A20 HALSTED N YENUE ,..a - MAIN .,10543 VILL MAI E 8ROfl ohn G. • PHONE: (914)381-2357 � � '� PROPOSED NEW D CK O�©���� � DATED:7-7-23 � AND STAIRS TO OAR TM _ a rl ato J r. �. _. EXPANDED GROUND 3 t - -'- T G SCARLATO JR N 0T2500" E JOHN G.S AR .ARCHITECT N/F Rldge Development Corp. LEVEL PATIO BELOW Architect. - ON 7/18/23 � y Row of �Treeo 146.25' RYE BROOK ZONING COMPARISON CHART _ ____ ..% TO INCLUDE(BUT NOT LIMITED TO): __ 239 *FRONT,RIGHT SIDE,LEFT SIDE AND • _ ~ - __ -r - -- �' ' 33 Byrom Hill Road ADDRESS: 2 WINTHROP DRIVE SECTION: 135.34 BLOCK: 1 LOT: 55 ZONE: R-16 REAR SETBACK LINES IN DASHED t0•Tre ___23a-- `.-23T- 238`�`Q Sg'' /��'/' / Armonk NY 10504 RECTANGULAR SHAPE. '`- -- -- t--- �� / /i2.r°°/ o ' *DIMENSIONS To SAID SETBACK LINES a ,-2j7` -_-_=-Lor63*----- - I ' o Phone:(914)273-7350 _: 1 ZONING REGULATION REQUIRED/ALLOWED EXISTING PROPOSED FEET AND INCHES FORMAT(x'-X"). i0 0 '_�_- 15082 Sq.Feat co - r'• I / I �/ p JGSCARLATO@GMAIL.COM ESTIMATED PROPOSED NEW SETBACK r� -2�e'' Droln LOT SIZE(ACREAGE/SQ.FT.) 15000 15062 15062 AS DELINEATED TO AREAS OF PROPOS t�s- �� 'C n r 40'a'S.D. A.0A�a�ofo;l4e // u NEW CONSTRUCTION(IF APPLICABLE)Ii I } -P•i I 1 i GROSS FLOOR AREA(F.A.R.) 3228.8 3328 NC FEET AND INCHES FORMAT X'-X"). 235- I e35,4 Or-235,4 C:r!%��`;,t; Droln / E C H U RESIDENCE S Overhang / / AREA I rome Ov I A GULAR HATCHEDChm F RECT Ne 1•':' t' t 'i 1 N MINIMUM FRONTAGE(FT.) 76 237.75 237.75 „ !It: ;I't'!''1;;•t;;•!liis(i;! !itT;=,''siti'tttti•ii 12 WINTHROP DRIVE LABELED PROPOSED(_)STORY ;t1t�!•t:is i;,1•ti;�t;ii i;:,,i;;t,l;{t;:ti;;;:•t t:,:;,;:i ao-a 5.. 1 ;:lii:;it';iititi:i..•.,t t i::!.: ! HORIZONTAL CIRCLE DIAMETER(FT.) 100 106 106 ADDITION". :,l=......ji';:: i•.`1;:•,'• :�i;i!�;i jti';''i;'ttlr:;jt lii:i!•n I I / * !:. "i(y'.r+' 234:`w.;i�,is'jt,'t 2 Slory DEPICTION OF NEW STAIRS,PLATFOR ,•tl!�tt:;y,t,';'r>i .:•t t•lt•'t ' ','.rili:•,!,!1';, t StN.Y. 1057 3 DECKS,WALKS AND MISC.AS REQUIRE ;nit'!i? •ti;t ,Aophall Orlvewoy,i-;i+illi:it' Frame h erI1. Dwelling / RYE BROOK,O T N. !'i iti�ti ytt:•:i tii:�.c t•t•r:•.:'•^t;l:::ii':i.,:i 1':�!: No.2 N O K ALL LABELED AS PROPOSED. i!ttlii�ii.t..r itttii:°tt':i:i!i1a•;'•.t=iiiilititittiit`•,ti;t,t,tt4�� I ro FRONT YARD SETBACK(FT.) 40 44.3 NC THIS PLOT PLAN IS NOT A PROPERTY 12 uJ 9 ONE SIDE YARDSETBACK(FT.) 12 - ,6.5 SURVEY.ONLY A SURVEY CONTAINING --o---��,` e33+I Platfarm+e33.v .I'e3I.S ,= INTERIOR AND EXTERIOR CORNER FRONT SETBACK(FT.) 40 40.5 NC THE INK OR EMBOSSED SEAL OF A o \ --- e3ae+ --_' / ! f / LICENSED LAND SURVEYOR IS A VALID o \ ,' r J - ' /, ALTERATIONS AND 10 REAR SETBACK FT.) 40 34.8 NC LEGAL DOCUMENT. THIS PLOT PLAN IS ( FOR DEMONSTRATION OF ZONING -4� ```~~`a9e1�1°_B'�kwoy //yti /, %'�228 / �/ .11' RENOVATIONS MAXIMUM BUILDING HEIGHT(STORIES/FT.) 2/30 2 /21.6' INC COMPLIANCE AND LOCATION OF _ _,-_ PROPOSED WORK ONLY. `� 232-`- ----- NEW DECK AND PATIO ' � �• -zee 22•Treee// o H/SB RATIO BERKLEY FRONT/WINTHROP FRONT/SID 0.610.611.6 0.407/0.310/0.728 NC/NC/NC ' 1 _ MAXIMUM LOT COVERAGE MAIN BUILDING 23% 12.2% SEA �� _ - iCID -22 ` 1,= ,,' ______ EXTERIOR ELEVATIONS - MAXIMUM LOT COVERAGE DECK 4%(753) 0% 1.8%(274) _ _ ' ' ___�: _224- PLOT PLAN _....._ MAXIMUM LOT COVERAGE ACCESSORY BUILDING 3.5°i6 0% 0% '` �227 -- _ !i---'' ' ' ZONING CHART ` "~ - --- N� MAXIMUM IMPERVIOUS LOT COVERAGE 6316 3084 3373 �� 0-rree ' ix•Tree WARNING: ' s 7.- r112.24 _-- GENERAL NOTES THESE DOCUMENTS ARE NOT VALID UNLESS SEALED AND MAXIMUM IMPERVIOUS FRONT YARD 35% 11.5% N/c '' N 05'15 40 E _ _ _. _222',,12�- SiGNED IN INK,NO SCANS,REPRODUCTIONS OR COPIES NOTES: `- - DRAWING N0. 'eels eeo,c e19.5 �Q BY WITHOUT WRITTEN AUTHORIZATION D AREA:8 209 SQ.FT. ee3b eee5 0• � ARE AUTHORIZEDFRONT YARD A , OF JOHN G.SCARLATO JR.,ARCHITECT. 9��'`' FURTHERMORE; s.s WINTHROP DRIVE '� j:'F n DV IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A V J JOHN G. SCARLATO JR. PLOT PLAN �°�a 1•� LICENSED ARCHITECT,TO ALTER IN ANY WAY THESE SEALED AND SIGNED DOCUMENTS WITHOUT THE EXPRESS ARCHITECT > AND CONDITIONED PERMISSION OF THE ARCHITECT. SCALE: 1 ii = 20'-0' r NIMCOMY051fE TRIM 11-lyl_111t MOM POOP, PMCH ER MI(A CEnPP 5VOYA A5 REOUIREP WEWIIGfif FIXTM:E5 92110- We>fr con�Po51TE — 1 1 , — - MCKIW, tJEW CONFORM P05f C 3 CoNp0511E NEW P'A' 0641 Ty`ry A6 iWj Ab 11hf' A6 4 .IRE, .XIA I IrE55 ANP PMS t0 COJE ) NEWCON?05,ff tEM1%Rc0 E �55 E 55 am m5 MCKWG t1 i KW COMM512 AROMP WMNVON5 OM J015f MAP -- ,fE#•FGiU5A'JEr' (3)P.f.112 M AM , F`7 5'M1G AS Rf:QURV NEW P.fht6 POSf WEW LIG'If PIXfI NEW Lar F1XM5 mi NEW(5)P.f.242 6ENA - -- NEW COMPME TMM _ -- WEWP.f.242 5M 5TRINGERSAi;OIA�P00i' _ �NSq"4tG$CLlwl�-CI�Ir+IH�d e 121 O.0 PAfCIi E45M46 CEPPp NMCONP051TE RI5ER El 1-1 F-I El ElEl FIE] F BACKERS ❑D❑F] F-I El F-1 ❑ SIPQJM50k Ol151 ' —_._ _ p.OM POOR STEP i 685 Vru �6 f f 21665 CXW2 G>EYE FI KW PS,616 P05f ON EXfE1JP EAM16 PAf ` 51MP50NAM ANCHORED ❑❑❑ o❑❑❑ III rU2 , REPL FIA a 6C1c e Wf0 LONCREfE -- - rhn�IJR,�RErraNu.0 ;•. ,•, ,. .; ; NEWP.f.6�bPo5fOW ❑❑EErEE ❑E WPLLA51JvEUEP - ------------ _ — __ CO10-50 1RIM--= WWP.f.Erb _—_—__— — ---------------- ----------- -----—---------- I I 5VAP50N MU66 MCNC1r�P � COMPo51TE ON.U51ER5 — I I UJfO CONCRETE w I I I 5PPLEP LE55*M All Ph&7 PAMW 5MIYA P055ON fA1NWG I I I NEW 12"COWOTE I I I 51 EM N MU41Z P05f Af MPLAM7%IErcR SIMP50N W&L L J .50N0M5V-6" I I I I AN an COI co,MO�srA� AUR ON DEI ONE GRAPE NUNIkllM _ _ I I REfAW9�'G 1"rPU.A5 STRINGER No —ArW 12"CONC 50netvoE L_ WpU �IJEEPEl7------------- BELO'JJCd�/JJEMIhIIuWN�---------------------------------- : G,'HT. SIDE ELEVATION TON LEFT SIDE ELEVA SCALE: 1/4„ = 1 -0 SCALE: 1/4" = 1'-0' I. �IZZ�� :12�viun Fbti(3�� 7119125 PIP AMA MOW%T t IL LUIlUJILUJIL Ewss�'G fAMNG INTERIOR AND EXTERIOR ALTERATIONS AND IM(5)P.f.Z12 09M RENOVATfONS K_,'Wcompo Mmm. I I I NEWCOMPo ii PECKING O Nvo voAM oafEPP T fREM5 ON P.T.242 5MR NEW DECK AND PATIO HOM FRAAMNG %Pbab c 12"O.C.IMTH WAV0 11E RISER 13AMP5 CoNp051TE CM PM KW RM5 ;y•1:i El0511WG REf/d10YA r WALL •1• I 11 w REAR ELEVATION SCALE: 1/4" = 1'-0' �� One&Two Family Dwellings: (3)The sign or symbol shall contain a alphabetic construction type designation to Indicat the 6'DIAMETER rancF�o: ' (a)When truss type construction,pre-engineered wood construction,and/or timber construction is construction type of the residential structure,as follows; LEGEND utilized In the construction of a new residential structure on In an addition to or rehabllltatloh of an ..... Roof FRAauNc existing structure,such resldenlial structure shall be ldentlfled by a sign or symbol In accordance with (I)If the residential structure Is subject to the provisions of the RCNYS,the construction type ;�{[Y,hr,�;;4=,;;,;;;;,,;yr�l:;1;,• i:;,, ,,.' t4r1VCON5frUCflON designation shall be"Wand :r ":r,'; the provision of this Part (b)The sign or symbol required by this Part shall be affixed to the electric box attached to the ;1'!k:' - '��: REFLECTIVE ,,. r NEWFOUFd7AnpN (II)If the residential structure Is subject to the provisions of the BCNYS,the construction ;.F� exterior of the residential structure;provided,however,that: classification type designation shall be"I","II","III","IV",or"V"to Indicate the construction classification ;i. '�:�,; r WHITE 3'VENT PIPE ply(. +:! "''' (1)If affixing the sign or symbol to the electric box would obscure any meter on the electric box, a. :r;t' '�_ —� EXM1GCON500ON fO5fAY of the structure under section 602 of the BCNYS. or If the utility providing electric service to the residential structure does not allow the sign or symbol to i� ;;;:;,.. ' be affixed to the electric box,the sign or symbol shall be affixed to the exterior of the the residential REFLECTIVE RED a ;r:.e.:;;; ?Fill r ——1 EXI5"fO R FE10 7 (4)The sign or symbol shall contain an alphabetic location designation to Indicate the locadon(s) (2)If no electric box Is attached to the exterior of the residential structure or If,In the opinion of structure at a point Immediately adjacent to the electric box;and PANTONE#187 containing truss Type conslruotton,pre-engineered wood construction and/or timber construction �:,,,; a` structural components,as follows; .; `� 'r "" the authority having Jurisdiction,the electric box attached to the building Is not In a location likely to be 14'VENT PIPE seen by firefighters or other first responders responding to a fire or other emergency at the residential (I)"F"shell mean floor framing,Including girders ons beams: 1:V�, ;��_ �::: a;' ,I'VENT PIPE structure,the sign or symbol required by this Part shall be affixed to the exterior of the residential :,,.; =••t _' Y.� t VENT PIPE 1�''VENTPIPE (11)"R"shall meen roof framing:and '' wWOWLEffer structure In a location approved by the authority having Jurisdiction as a location likely to be seen by (111)"FIR" '' ``" x shall mean floor framing and roof framing. firefighters or other first responders to a fire or other emergency at the residential structure, _ :; r°_�=' ELEVA110NLOCAnON LAV M e c The sign orsymbol required b this Part shall be affixed prior to the Issuance of a certifcate of (5}The construction type designation shall be placed at the 12 o clock position of the sign or occupancy or a certificate of compliance.The authority having Jurisdiction shall not Issue a certificate of symbol,over the location designation,which shall be placed at the six oclocl(position of the sign or :•It-�_,:•_.:.•, TO ET r;�;�xvt'i:l- SRO E W F�P, v occupancy or a certificate of compliance until the sign or symbol required b this Part shall have been symbol. The construction type UBISHOWE 7pA° m affixed. y P g q y designation shall be ,,,,1111111„ WARNING: I, III, IV',or V' DESIGNATION FOR STRUCTURAL to Indicate the construction THESE DOCUMENTS ARE NOT FLOOR SYSTEM (d)The properly owner shell be responsible for maintaining the sign or symbol by this Part and classification of the COMPONENTS THAT ARE OF VALID UNLESS SEALED AND P WASTE PIPE TRA t_ shall promptly replace any such sign or symbol that is affixed to an electric box when any change or •O MSTIN HOUSE TRAPAN WASTE L E modification Is made to such electric box,The property owner shall promptly replace the sign or symbol structure under TRUSS TYPE CONSTRUCTION section 802 of the BCNYS. SIGNED IN INK,NO SCANS, by this Part If such sign or symbol Is removed or becomes damaged,faded,worn or otherwise less FLOOR FRAMING,INCLUDING REPRODUCTIONS OR COPIES ARE TYPICAL PLUMBING RISER DIAGRAM conspicuous to firefighters Or other first responders to a fire or other emergency at the residential GIRDERS AND BEAMS NOT TO SCALE structure.The property owner shall keep the area In the vicinity of the the sign or symbol required by _ ROOF FRAMING AUTHORIZED WITHOU T T - - this Part clear bf all plbfils,vegbtatlort,drill any'cfther obsttuctloris tFtatm>ay'hldl:or obscure such sign-or -'"'-'—"'-'""' WRITTEN AUTHORIZATION OF symbol or otherwise cause such a sign or symbol to be less conspicuous to firefighters or other first FLOOR AND ROOF FRAMING JOHN G.SCARLATO JR., rRaff ROOT responders responding to a fire or other emergency at the residential structure. raoor000 ARCHITECT. ROOF FRAMING (e)The sign or symbol Indicating the utilization of truss type construction,pre-engineered wood FURTHERMORE; ROOF FRAMING construction,and/or timber construction shall comply with the requirements of this subdivision. IT IS A VIOLATION OF NEW YORK 111. (1)The sign or symbol shall consist of a circle six Inches(152.4 mm)In diameter,with a stoke of STATE LAW FOR ANY PERSON, 3°vENT PIPE 3'VENT PIPE IFCONNECTED 1/21nch(12.7 mm).The background of the sign or symbol shall be reflective white In color,The circle UNLESS ACTING UNDER THE TO OTHER VENTING APPLIANCES OTHERWISE,�" and contents shall be reflective red in color,conforming to Pantone matching system(PMS)#187. DIRECTION OF A LICENSED ARCHITECT,TO ALTER IN ANY (2)The sign or symbol shall be of sturdy,non-fading,weather resistant material;ial;provided, WAY THESE SEALED AND SIGNED however,that a sign or symbol applied directly to a door or sidelight may be a perm on-fading I'VENTPIPE sticker or decal. DOCUMENTS WITHOUT THE POWDER KITCHEN EXPRESS AND CONDITIONED ROOM 1fv"NTP;PE VENT PIPE PERMISSION OF THE ARCHITECT. KIT SINK LAV T LET TRAP r�l'Glt,�i 1�'WASTE PiPE WA67E PlP „ , TRAP P.T.2x12 212 O.C. sfAIT 5ri�125 AfTAOV fO P.f.6,6 rO5r POOLE elm_01517 Wfli %T5aV AOU4455 c FLOOR SYS ON 12"CONCP,ETE ___ 3"WASTE PIPE ^--- $IMP50N L5C55 CONNEC10r5 rOSf AA'CFiOr�TO EXISTING HOUSE TRAP AND WASTE LINE 50NONDe Y-6'' - DELOWGr,N7E TYPICAL PLUMBING RISER DIAGRAM MINIMUM -- �I NOT TO SCALE — — s N — —- 5WiP5ON ADW655 —--—I—=L———,B—5+---^-————— P.t.brb P05f /� 7 t t/Z3 e.i/r Sin A2 n P05f COLIJUN OME 1 ON 121,CGNLREi! 1 DOLiEV f06En•ER DC52-W 655 Fi�JYAC E 25 @ i co�Nrcror wry,,,GPLVA w Po5f%-AM EACN.1015f fOKMi �50NONDE 3'-6" �y 7119125 0n ANn 131If�nWG 5�T s OR 5fAUE55 59EL C014NECfORS 1 D'cLOw GPJ47E 1 MIN MUM DOL 5 a 16"O.C. ; p ; 5rMCERP for Aw F PI.AGI:EXi5i1NG I DONOM 2"MIN From Eva5 PA110 I N New PA110 MIN.(4)5111P50N nrnz ONSON lfE o 1 EVE11Y i715MOUMV ACW55 PECK AND Wr NOr MDrT 1F41 2411 FROM EACH 1 KW 1 ' ; END OF EALFILEVLrrrDOA� � RfM WG WALL 1 (%e flag R507.9.2(2)ON PAGE A-10) 1 � OU�EV 1 I r.t.242 LEVGER DOARP DOLIM fO ; �_PW MA50;v1PY 4P.A1�1 DOLfS a 51h',PS°N I U521055; O Lp 5rEP fO PAVO S EX15nNG DRICK a4MNeY F] O I CM24=55 I 16"O.C.StAGSfk1 V fOP t0 1015f WVJG`.RS I O John G. AN28I (2)I�'c 9 'LVL FC MR '4,2"FROM eVa5 fO LEOaR i IL OOrr0M M REPLACEFwG6oGrr O2pepl KeIF�'VGbO�rA'17Er S car ato J r. EXISnI iG, CWAIER 4Te0 � 0» g Architect L ILlTy PoOM O —f O 5000 2480 F 33 Byram Hill Road i wFRAN�LEss 20 a 16" >O Armonk,NY 10504 GLASS 5�o�titiR c.WALL yePplo0M#4 Ella,MAWPOOP n-- !`°; o NEWCAI�Ef Phone:(914)273-7350 wwn.roaa— ; JGSCARLATO@GMAIL.COM nLE 5;i0WEP. hew MAP3Le alNv PAM r, —_--—— REAM AND COLUMN_ EX15T1NG M AV LEDGE NEWiILE EA5TW .00R t --�___�wsfU4GD�AMAIJncaumN , C H U RESIDENCE. y'e°F'1pA1�n`rEX' 1 2 WINTHROP DRiVE ltlSnNG C R,A(e GW%M Dow W&L 5 AW: 3600 PAFPtgINaP ' �� RYE BROOK, N.Y. 10573 POOP OPENNG O 6 � 20 a 16"O.C.WALL WITH 'AMLY DOOM P CPA110NP00h wcAPerr-151t,15uAIM WWCA05AN7 04I'S.205:LLOVER cawproP ao f NewFw�LOOKMIn. %20e16" INTERIOR AND EXTERIOR Fontn 5!L sEAI-ON, MLD pooh �� /ok'wrw 0 ALTERATIONS AND Ew5fM CONC.I.Wa;NEW=FLOOR �o -- -- OJW i �, w��Drntis RENOVATIONS — — 30�80 ( NEW 40 Po5r — —— — ' DI FA D y VO0 OE NA A1A F �—•�- � t�l�li a;5 P t.20 9.EEPMR5 AND"FLWOOV (Z)2%For SOEMIG — —LEF NEW DECK AND PATIO ,PI.AiFORM/MvEWA51 GrN.IGN WfH U%ING CONCRETELEDGE ;YPSUMOOAW11ALL5AND WA9i+R A4D ; ° � ON 10 PN PAfGi CV ' 4 Dr1'ER UKVCIR �O.C. LP I /-•coarao5Er %wnil 6R R 3oeo BASEMENT/FOUNDATION O �° �01e DRYER '-1811fl9P.nfP11MX'atirs A o,-Fa.n CONSTRUCTION PLAN '^ h DOARI9 mlpaR 5fA PrLKE RC/a 1�PLA.e PEPLAr�E eX1511N/ i � pANil'.1' � � � Fr.ENAiVOOP.S New TILL FLOOR AGE I u eLEcr>�c ► ,, 24r80 G-e ArL' 0 P FM-I. ' - -0 4G NG U5nNa. Lore SFELF DENai s F WnrER-� MEiER DRAWING NO. �F,FtI� OrEFLACE YNI4D(J�vS A � W11H T>;MPEMP G t65 0 :� It+• BASEMENT/FOUNDATION CONSTRUCTION PLAN a� ►t r SCALE: 1 4 = 1 —0 BROAN MODEL MD6TU AIR EXCHANGER 2020 NYS RESIDENTIAL CODE O WINDOW SCHEDULE- AhDEMW 400 5ekI!5-LOX e4-YAM 51111U•AMO DIVIV9 Waif(.d?-40-FLLL INSECf 5CREEN5(YAiife)-IMP109 HNUWPkf;101MMCH EA511NG(VEwY W4fH MUD LEGEND beSCC.1 t�011 ,.... A•11503.5 l(Itelteo exhaust rates:�1rlem donteslic Jcltchen• SECtlbrli IVlisOq cool:hte oppllnnces are iq�iliped i0li..ducled tnnge.hgoclf or EXHAUST DUCTS AND:tXHAUST-OPENINGS g ROUCdi OPENI.ti'G dlwcb d lilt SoctfoEitl�411QS d;,f,e:TaiWsliiill lie i iidtl:hi Aic dN tNl l50 it-Itclio' cr lin'dt U n c' s MA�ACM MlU.AP:ACIOR&MI, REO, u rPLTor? %M NOM5 z..., _:...�•,•�. ,..::.., :,.• t ca l y oNs(t?UCiION +•..:,: :.:,:.. .,..•..,...:,. iter,col 4.1[)ntt coos exl tcLetinst t- 0 •• useilotspeciGeil'in scin isintc arsiii m,I NENlC WXH b9st erJ.to''rovitie the best:t6ohn6i0`''to'!3 ua ze:•resrUrl3'bett�en Indoors eri�J olitdodrs t ifiile ro+ildiri'`e�it3otiv9:`✓etit'llakiiiii Rit a oloanet,�leflC;tlilPr h0{ilei Mlbb3.0 Makeup tilt:requlieil;dVliere one orwo>e:ene;liq- filth Chapicr.•l!'i: 4 illd 6 solld htel•b(uxiIIlRYtpl111Al1ta ihitt"19 uElllitr,d1reC1•�flll Ivl1IiU4 2 bUG::lch lli.71it!leu th ofiexlt6ttkl nail stt,1- t + r POUND iION II II r- a.:::".: .'.b• 4 •f i:t3:oa 1ete:anel t g. 8 Il'1 © NEW A A Aimmm4005eu5 RePI.KeveNrDt9ili'I RN,s 32 x42 2 0.50 0.28 WfYINNELD E11n1inate ases,t3molieor e.tioulate�. eneralgd,'from'Ii�tUiall'VP.ntedoombUstiiind.Vloa3s:lllce.afifl3'lane:titVV�tel'.Iti,.ater:OnIy..Btoan o fBrssUe rn hot usesnwechal►Icrildiafts6ntUtits slc»ilrllicntect.hllldun [. 9. Y, p P: .5, ilucis I ed itii() , ►� hacdtilnlm@:egtsi}iutent slilill';col exceed Ilse -'i I' t r e encli i%tilintut sleut•cn Gle of r �•c I' tail('s nu.:bn r d+i at I e's) c is t c t tuii' ,'•"��' l I if ne'`occ"'ice With ble'i1.1f50•2:.� d lir ordn t �1 Tn A. ...�•P :�".;��. -`=••''�a''' `•' �� ricll`o"'Ll�d�stemtli�t fnsta i� a. � _ slrnpt_solutiunforautohli3tic'anti_ccnfro1l_d.fre�h��l•r�ntio.(1i..hom...everytimeyou.tilr�:nn'lli��ian�e�l�oocJl'•Tliis•I�,en'.Inf_tlock ..sy, r nl y •gg r�� Ewsn�u�Col�srl�noNTOStAY D ANVER5eN 400 5ER95 REPLACEIVeNr DOUDLe KNti 32"x 42" 2 0.50 0.26 VERIY IN FIELD = :• "' evintulfitg in excels MA ciibit.fci I per niliftife.(O:19 tii'!s) easilyand4e utres;oril lbsnj volts p:t^jirlh:to:the sensor:Perfeot For.:ievv oonstruotioh of.r9trdfihfito en eyistln h0lClei' isliaU Ge liietlintlliall�;orPn%it•ely,jirotdded tvlllr'sunl;edp air Excelill'oit:•Duet:lNst�lli sits!!ii6t:.bi llhilt�cl•i�giere the: --- C ANDeR5ow 400 wie5 PEPLALEMENf PICTuve 461114211 1 0,29 Wo VERITY 11.11,1UP ' � y q 9' 9 :nt.ro:rnte ripproxiinntely 4ilunl fo-the exhntut air:rule!Sach ii!ict system cm}Epll��gllh fTte tf nufgchntir i deslg't as- ---- no5wa fo6e ReMOveD r. Ierin or uller'e.l lc ote rate ti tlie�sitltnllct�.euti oli,tR; . i, - .. ntnl;eu air syslcuts slmll.bc c i I ed Willi nol.fet�er.Ittnn :•.••. , p �l p egidpnl'clif!-Is'�'eriGc'U bp'tlie:ht'slnllEr dt'nppioi•¢d Iliird. r' D MPEMN 400 ORES WFLACEWNf DOUBLE I•UNG 38"f 54" I 0,30 0.28 VERITY IN FIELD Product Feili es `oiii+daihjter cwil{tlylirg��tllhi Seciioii Di1503.G.2. ljdm'b$Uig mlldtl•I•j6dd:hbtt'grid or tithe!olinoic;iiictt-'• ' ,. I• I. • ExceI,tlou:;D,A-eu,dlyds hot ii!Hired fol hhattat'stbnts t - e r..U''eil'to. _9 I F' P' e' lo' %i'' o'I atP'aE'ti t�islum: N. 4 sy sttriug rin'ice: p0(1R NUMIDER OveRALLW'117M59 WeP.A1.Ll-EIGHf39 B C�At, •1 feflooli''edrn�k�'u":�ai�'dam'"�b�s ovieleoi1�51tJe�alrs�l�.ri, lr k •Ftie:ait rifh_liome'•�r.sh r�l, l Yln'•'Elie'rah�.,li od•to 1 p I e•i:�l•,n„a .0 R r)_;. P.. p.., pl q �►'. ). 9 9 f? ,._. hrstnlletl for•thn exehislcc li:'ose of s n c oo u e A VER%W 400 5ERE5 wFLALewNr tPJIPE20iD f E'D 15„ F 1 6.27 0.34 WifY IN FIELD ' •- P =' M15042 Eilliliidt`o"licnhigs,Aii exhliitsi opbhhigs 3ti611'.ie�-: ovePJia-tMDM 99"OVERALL H:IGHr 39' levels' ilelslp a bite l Inled fifes x�wdot s oilier hrr hticatc as ibllon's:' iu ::duly i •6f' F Nvewl 400 5eRt5 REPLACEWNrTRA'EZO,D „ 1 0.27 0.37 veRIPY IN FIELD v I I o S. h r D tlnlsrsa•.dc�s n;pl.rlt ',1lthan.;BR0AN-Irah6e'.1)o6dt6bilahoe•indoor'air:iiressllretiyBrb`v."ltlln�ltiterlaalcsclmal«=upalr's°?Itlitillt�equiring:a'dir bf'irtite:oonneotioh 00.:t1.�vallali.illchest_e>umtlstnmieu nu�llnll 1•xoc'lea9flyut3feet(9ldnwt)frompropcsty:lutcs.., X Wli��?OWLEf1ER - 9. Y.r _ Mi n p.... O ' - a be dlschiuted•ilito3lte Wilcinom Ili«lucll'Ihr eldtnust 2:.Ndt:ki t Ilifur'34eet(01a tiiil).9but;Obvity Ar•hitbkE G AtOUMN4005ERiE5 FW6606 GII� 6'-0"x •11. I 0.30 0.26 b4fweeri.fhe:tancd9-hood-and-the:damper',Instead:a.sensorrls''attaohedtct-theex ust:.duct.to:dt''3teol'.Ifthefana..hool lsop_raticig' '•itethls located br.fina Mini m•rtict's'�renutfintcwri- o ciiiu"'•6'erhble•�tGuloti:fuicidabr£. ELEVA11t7NL.00AnOW S15Jsditmp,'d s MDBS N4D8S..bf'MU10. 'ate iliteflditiad.to 1I-ie-iaih-'-b0tohlatib'or unlvetsa:lTialte-ii air datYi eP':arid o en 1 iiriisoft fors'ndhrbiilzed o eratl.oii;'The' `� p sap .• x „ 1 ;._,.;.I?::•,�•.••• I,• ;••.• `�,+�. : ..•:• 1 •r h p, rl Y. n; ,., y wunlcnlc lium!glt mtc or more pcmmnent openut�s tvlllj 3.No;less Illnn'I0 Adl•3bd$itwt 6nin mcchmucnl air r. t ( S H ANDER%N 4005EM5 FWG _.iI L 6-0 xb 1 1 0.30 0.26 ':.:.•:.::, :''ti::.•• t e o in tvhlcit i h l Iwo t •stew Is located,Sahli. X ::•w:e o o ., 'r'` a` ?a: 88'S O' fb`JICIB h ro m C >7 lrtln}a openhlgs exccptnrllcre the:e>Jtnusi opening Is olose;alojig tivltii";th's:maih clan peg.es boon t3s;,fhe,rarige liobcl'is Poser�t1 off.SIaV_rlarnp_IS Oan'Le.,ganfled toy_Cher trt provide t9 COSE effeotlC_m.rt t p jlehtlnueltt ollellhfps shall lime n neYcrdss•sectloital rites liicii(ed.hot less iftnit 3 feet 91d:luiit tib tt file dit AM7 R%N 4005ERIE5 CXW24 6'-0"x 4'-0 t 1 0.29 0.29 eaT55 c Itot le s lltnn dtb to Hired tuea of-dte•ruakeu Alr'st+it ( ) Q• J1 ,}FOl'lilgllt3f:u01pmE_of make=urn:air:: 1 e � ply :htmkc apctdutz:OlicttWgs•6ft�ll comply'p'llh Secliouq , a :+„ r., opeithtgs, R3b3.'mId R; ,G. J AJDeR N'9005ERfe5 AW281 Z'-7"xl'-8" 1 0.29 0.28 Cori�e'us d:16 H eel lnternafionel f esld'erltii3l C'bele:(IRO)=l-.i-egtiir.men for rT �Ce=up:alr: tvt15n3.o.2 Arnkoup,nlr tlninlfnlst�'Iterc titaktbp nll'i; tel IotSlrbcl rti3E's-U ai"r s'stems'avold s°lasted pne'r**".ass"•oiaterJ iiEli bbif6inetno sbILjgl0h'§-And d •ticit let Unwanted bit into the Boise dbfin'!!satin':6f cboliii' i•egttlred by secdoll n4Is03.dt utakeup air d:bttpers shall WARNING: K NaR5eN 400 5=5 ITPLACEMENf pone 11146 52"x 91" 4 Wo 0.26 VERIFY IN HELD ,:'->:::;..::::. ::.: Y:: comply with This section.Each damper Shall ix:a grnalty -SECTION M1505 ''''�•���.„'-'•'" THESE DOCUMENTS ARE NOT :go t+ittle5 so:air pressure i3;equalt2ed:for.a V�ill=b'al��oeiJ'envlrcmnmetif• :dniitpei of ml elei li9inlly operand ilninlier ilidl niilbwetl- MECHANICAL VENTILATION L i 4 5eRIE5 REPLACEMEN1'V0L LeH.114 32"s59" 2 0,30 0.26 VE.-YINFELV ': .s f- _ cnlly.opbfts when Ilic:6idtditdt iysleul,uliernlbs.•Dnthpbts MJ505A•Ccneral.NNhere 1661 eklattst or%061e=house VALID UNLESS SEALED AND Af97ER 00 Fir Fr�,h sir slall:'oe s are:re Ulrsd'foi us6 s11th'Mahe"U Air Dam ers, P f? -.i?, shnll-be•locnted to nllgiy gcces's;for inspecllbn,:sen'cc. ufecliblildnl`.itiiillltitiali is provided:ills eijiiljnil'e'ht:sltnll lie SIGNED IN INK NO SCANS' M AIaR5eW 400 SERIES PEPLACEMl Ir PICIM 72"s 54" 1 0.29 O.33 VERIFY IN FIELD , ielinir biiil.replitcetiietii'iiiillttnti reulbv lit Ifentidtteiil ells• designed In bccordnucl telih this st cll6lt. + ;'i''�'�s tentciloit or itit•blll'ei'diiiis liot-comiecteil(o llii-&Wi i:r REPRODUCTIONS OR COPIES ARE y p IV11505i2 Recli.culalfou of nh•,Exlinust air from�lalltroouu' I.,. beet¢htspecteil scltleecl,repnlreil o replaced:Gmvljy or AUTHORIZED BY WITHOUT N A97ERN 400 SERIES FWG 6 i I(l, d'-0"x 6'I lr' I 0,3 4[ ,>rlla f"'ya,,• and ioitet:iiibiii's shrill tioi be tccitetdnticl�vllliiu ti ttsidericb ry„5+ bmromettic ilnmpers shall pot fir lssed in pnssne:uuil:eup ,. r I''"�'+ tih s7�sibhi4 excbpi(t'i0i the dAinliets are rated to inilviA or clrclllitletl lb nitdlllci dlie!llitg.u►itt itlttl shot!bc.exlianslcd ,,, ,, ,r T� , a direclly to,Ilie:onidboes.jL-Jtatut oh-jrottt'bntIyRa=,toile! WRITTEN AUTHORIZATION OF 0 AJ17eR N 400 5eRIe5 CD 4-07 x 3'-0�' I 0.29 0.29 '>J`c i 1;�vR. the desipi irinkelijs AfsElo\t�at p ptess9fe dlfCdhdtinl ol` ' ill ' t inonu nud:l;llehetrs stinll not dlschnrpe 5tla.'I ntrfc,crmrl + rl_ I!F, 0.01'ht:�v.c.3 Pp or less. P-� Mi7ER�N 4(305ER'e5 46 3 28 x 4 8>� yr -s l�-cv ,P, II y ( ) JOHN G.SCARLATO'JR., '" " I 0.30 0.28 teMPEPEDGLA55 �frl Ft t- �-. js�•�I s!:r n �r w tjlr fj I I. Q AW9M EN 4005EM5 1W3046 3'-2�"x T-8�" 2 0.30 0.28 Ef2?e55 =�J'1' � '' ARCHITECT. : z FURTHERMORE; :ti''r.""',fir' :•',.J,� i i R. A VER5FN 4005=5 CYJ4 2•-B"x 4•-031,. 2 0.29 0.29 EM55 IT IS A VIOLATION OF NEW YORK 5 Yi►-I.a.>en u 5640 t j Ft-Z.I 4 II S 7 1 11-AG'-li' Z, U, I'134, j ,`stn �� r p tlo F 1 30 �Zc •'I��t••�� STATE LAW FOR ANY PERSON, I i'u Jill. UNLESS ACTING UNDER THE. DIRECTION OF A LICENSED saARCHITECT,TO ALTER IN ANY WAY D D'S G E D D D �E THESE SEALED N N OOR SCHE UL 7. r ,, .. .. ..• DOCUMENTS WITHOUT THE -.. w,r,r' SIZIi' t?OOR '.' .. :.. :' :' :. ...' •• .. .. •'• .. '. :..•....'.' '. .. ' f EXPRESS AND CONDITIONED �'Mi `�' n fo FROM WIDMXIi:1Qif LOCK MA1EPJw, tYPE rM e� ge";s PERMISSION O�THE ARCHITECT. I OP ROOM GPP,AG6 3'•0"x 6'-8" LOCK B oaf `SIML 2 PAJeL METPL FIRE RAleD 5ELF CL051NG 2 UrLtrY ROOM w0a 2'-b"x 6'-8" PA55AGe 51M 2 PAW L METAL FRI!RACED 5eLF CLOSING 3 MIF7 W014 MOW 7-C)"x W-8" PASSAGE W CORE Mi SOM 2 PANEL W090 4 YLV ROOM CLO5ef (2)1'-6"x 6'-8" PA55AGe 50LID COW MA50NIrE 2 PANEL WOOD 5 hw ROOM RECREAnON ROOM 3'•0"x 6'-8" PA55AGE SOLID CORE MA50NI1E 2 FMI. WOOD :., COMJ'O51rE Ix PJ1 JOIST AhA7 StYII R FRAMING WRA' 6 RECREATION ROOM SEAR QA5ef 2'-0"x 6'4' PA55AGE 5OLP CORE MA50NIre 2 PAJCL WOOD : SUA'SON Df 2 01 O5:E W'DP JL I ,I II f..,. .... � •: .... fEIJ�GPAf EACH T PATH n3 PeCREAnON ROOM 2'-4"x b-8 LOCK SOLID CORE MA50VItE 2 PANEL WOOD .. .. _...... .-_-... .. .. 8 DEDROOM#4 ReCREAWNR001A 2'•6"t6',8" LOCK SOLID COPEMA50N1rE 2PANEL WOOD - /� '1�LL f ZS lZ2v<5ar�(-r- 9 BEDROOM to 4 CL05eT. (2)2'-0"16',8" PA55AiZ 50LIO COPJ:MA501J1M 2 PAWL WOOD __.. I e1tl51WG 1/19/23 all?MP DU11,171W 5�f 10 FAMILY ROOM RELPEAnON 900M (2)2'-6"c 6'.8" PAWa WOOD. FREiJCIi WOOD DI-FOl D REfAMhiG --_ WALL DetOW COMP0511t GUAPJ7. II FOYER FROWPOP,CH 3'-0"x 6'-8" LOCK ti DOLf I'MR6LA55 W59.ON WOOD eXfEPJ01;GRADE ' NEW tAhMO51tfi PECK 12 FOYER COAf ao%f (2)V-6"x 6'-8" PA55AGE •OLIO CORe 1M5ONIre 2 PANEL WOOD - 15 Wt lC DAM HALL 2'-4"x 6'-8" LOCK 501•ID Ct7Re 1M5ONIM 2 PANEL WOOD' lot 6' MPOSIfE PA110 14 BEDROOM It3 HALL 2'-6"x W-8" 1.0a 50LID CORE thWNIM 2 PAML WOOD 15 6eDR0OM 3 QOSEf 2'-0"'x d'8" PA55AC6 SOLID CORE 1M50Nlre 2 PANEL WOOD - -: - :Peovim AN EOIJAI•AAt�I1Nr FRAME 1N GLD W1\R70W FRAME 114 OLD W IVOW p OF MAE UP AV IF IKHEN OPENinG%MIH MATCHING CRI.rodG Willi WNW 5fow PAN/V'ENr MMERW.5,FILL CAVIIY WaPK5,FILL CAVitY 16 BEDROOM tt 3 H10i CLOW (2)1'-3"x 2'-6" PA/a 50LID CC a IAA50NifE 2 PANEL WOOD FftI VE5IN EXCE55 OF W1fH kW,E-15 DAff WIM NUN.R-19 DAfT 400 we FEef per tAure 0.15LI X-Ro J PJ�DI PATCH 1N5tLAf ION A V PATCH 17 DEGR001A 112 HALL 2'-6"x 6'-8" LOCK SOLID CM MA501.6fE 2 PANEL WOOD -�3ohfo � • 18 BEDROOM x2 CLO�f (2)I'-d"x 6'-8" PA55AGe SOLID CORE MIA501�0fe 2 PANEL WOOD 1A115f UJCLl9r AVAMJ'eR � 51Ditda AS PeQLRPED C23 t) 5>17fldG A5 R�OIf!?eD 1£lrlpeJkp GL15S5 ALI1Y�!NUM FM lwj%lG 0 ' Af HOU%OVCR 0 John G. 19 PPJMA°.Y DeDR00M HALL 2'-8"x 6'-8" LOCK 50LID COPe 1M501JifE 2 PANEL WOOD tW3046® ®�i' 16 P r-------_- ® L-- --- PAd(RY LEDGER DOP1?D N 5 D/w W�vq� L 20 Pi IMARYDEDROOM CL05C�f I 2'•0„x 6',8" PA55ALT •041P COPE MA5OM 2 PANEL W1000 (2)2d0 (2)200 28� (Z}Z�CI0 -I (2)I"x 9"LVI,FEWEP, scarlato Jr. I /` ZI PP161AW BEDROOM CLOSET (2)2'•0"s 6'-811 PA55ALE SOLID C0�MA50Mre 2 PANEL W0017 0 - 22 PRIMA'.Y OKH PRI&KY DEOR00A 2'-4"x 6'-8" COCK W COM MA50MTE 2 PAJML W'ooD 22 PPIMEWY DAI1,00 M WN L5 1 i eX15i0JG Architect. e, NEW tlLe FLOOPt CUB OO KITCHEN , NEW OAK' CELIW , P=4 eo FLU N E>asntilu 33 Byrom Hill Road ' �Ira t 1 1 ---;--• 910 � a 0O rooT ,, FLAT Armonk,NY 10504 FINARYMWdorta r ,, ;,I - -- Phone:(914)273-7350 c>n 24rso Z► n �`` ^' oQa GININGROOM JGSCARLATO@GMAIL,COM kEFi ALEt: `iL , ,i dl rc t_ NEW OAK ' fto CHU RESIDENCE S 1 20 - ftl.Dim W 5 I E1asn; eybfING Poor O 19j ' W fLe FLOOR IMF FLAP 1 �t 137) CELIIdG� -_ 2 WINTHROP DRIVE N FLAr n FRAh INIOLOWIN17M % 16180 % ;-3 aL1l,1G, ----�-- PRICK RYE BROOK, N.Y. 10573 OPENING WIM 1dAfC>9NG `t`i 18 Hnl.l. '`I` , CI{IJ,41E 3 "FLAT DOOR TRIM MATE Rw s,Fat cAwn 3qQ - WI`H MN,P•15 Off I HNJQNG P.OD A-izit'1�( t'Ir tISIfi QI•r�(G o l LN w pOOM VERIFY WITH OWNER uaLMICIN10PATCH ; `----W9w ---%�Z" D + C i WMA5Ream 2' 4�1 17 Paw�tL9 ca�f INTERIOR AND EXTERIOR SCHLAGE 2x4el6 '� rz ALTERATIONS AND _........ ,.._...!.. �`O O.C.WALL 9'-Z,I r 3,_4 $ WW2t4e16"OL VeLOWtV RESIDENTIAL SOLID CORE MASONITE Na 241 HN.FWALL„ ela5nNG RENOVATIONS LOCK SET „ REPLACE MAOMl11Vi 36 iN,1- FLAf FINISH AND STYL OR MDF I S M6fli -wiMYY00D fop Cop L u%u NEW DECK AND PATIO 2 PANEL DOORSLE BY OWNER PAINTED UP ok1,71R 5LOPn n 1tl ( I6 Ie�Bo R µ0� CFal.1Nu 5 z FLAT fGP.DOM#2 D�G� 12 II FIRST FLOOR BASE CONSTRUCTION PLAN BOARD 1`10IS1('�t O"ge-'w�I`' N tt Iif1N/ y IMC) pep!PLE REPLPCE PEPt ACE VERIFY WITH ( L M L OWNER PEPI.ACe k1;Pl ALE REPI•PLE g.''A'E e>BSnNG DRAWING NO. 5f0OP,505 �4,0 8� ' y Ft O O q 4 FIRST FLOOR CONSTRUCTION PLAN o DOOR AND TRIMU01 TO SCALE . DETAIL „ _ , t SCALE. 1/4 1 ^o .,,�� E�N,OVE R wvI F.ENOVE I v i PRE-DEMOLITION NOTES: Itt" W1�� PcMOVC MMorr 4MNDOVY .D wuJvow'__ WwD,w� Il. s LEGEND ---- -..._..�1 0 1.THE OWNERS AND THEIR CONTRACTORS SHALL BE FULLY RESPONSIBLE FOR,INVESTIGATING, 1�f f,{p' r �- l OPE14W.L FOR NEWCONSt uow IDENTIFYING AND ABATING ALL POTENTIALLY HARMFUL MATERIALS WITHIN THE STRUCTURE THAT ���t �� r(p,� ;' �� :I u�l D nI ,I amovc tJ MAUR5,mil' Xld�p MAY BE DISTURBED OR AFFECTED BY THE PROPOSED WORK,ALL REQUIREMENTS OF N.Y.S.LAWS I MOVE j-- PPFLWJCES ENV �ICk911JE1WPND xvMwI•EA P ��� WWFOUWAWq -�J MOVE BUD _ our AND THE REGULATIONS OF THE'MUNICIPALITY OF THE PROJECT SHALL BE FOLLOWED.NO / rtAVE " Glf(�{AI,I. I i r"�i'`'i � �`�ES EAtiNG SINK�a• t i I I 0 EXISnN A C0N9f PION fO 5fAY ATTEMPT IS MADE DURING OUR REVIEW TO POINT OUT ELEMENTS OF THE EXISTING CONDITIONS (ZGU(l3AtN#2r,�4;� l3A�i / ; �„ h A THAT MAY REQUIRE ABATEMENT,THIS STATEMENT PERTAINS TO ASBESTOS AND LEAD,BUT IS NOT E�SnNGrOc tENOVEn --- LIMITED THERETO.IN ADDITION,ALL CONTRACTORS THAT WORK ON THIS PROJECT MUST I , �� __ _- r emove ---- COMPLY WITH THE EPA LEAD LAW WHICH TOOK EFFECT IN APRIL 2010: j`-;;-� --i;;;-- I' W/J L`-r---- 1 GUf Klf(HeN C 1114G 0 111MAPY 13E17POOM N FPNAII,G 1 # Dool:NUN�ER 2.CONTRACTOR IS RESPONSIBLE FOR ALL HAZARDOUS MATERIAL TESTS THAT SHALL BE REQUIRED h _ -I Se , BY THE BUILDING,MUNICIPAL DOB,OR NYS LAW.SUCH TEST SHALL BE DONE BY AN APPROVED, vw =-------= a rcN01`E ; 171NIN6 R00�A LICENSED AND INSURED COMPANY AND SIGNED OFF BY THE BUILDING AND DOB PRIOR TO ANY KIAM Cff f ---� ---� �1�5'e� �K0AW ' i�MOVE Ox WitJ owLefgl? f-__ 511JK a,a OVEN5 j ____••�t��..t Pl'PI INJCES DEMOLITION. vwNnaw - 1 '�� - �- J CAmFt X EMMONLOCAnoN 3,ALL DIMENSIONS ARE FINISH FACE TO FINISH FACE UNLESS OTHERWISE NOTED. OPEN / I EEF I- - W/J.Ly CLO>vf / ----- PNdit?V j �II PNJtI't'I X u r -___' L-------�--- J 4.ALL EXISTING WALLS TO REMAIN,OR ALL WALLS AFFECTED BY DEMOLITION OR NEW ke �� OK14 / II I i �� _MUM CONSTRUCTION TO BE PATCHED.PROVIDE CORNER BEADS WHERE REQUIRED;TAPE AND EEN,OVE I I R I I a+/JL --____� tivAl �vNL SPACKLE,PREPARED TO ACCEPT NEW FINISH.ALWAYS USE DIMENSIONS AS SHOWN,DRAWINGS CwsEf CL0�'5ff� - � WARNING: ARE NOT TO BE SCALED. ----------L =iN: �-�-' H&L I�� LIVING P.00M THESE DOCUMENTS ARE NOT KK%e �� VALID UNLESS SEALED AND 5.BEFORE PROCEEDING WITH WORK,EACH CONTRACTOR AND SUB-CONTRACTOR SHALLVWOW HORN CN:�Ef crrO SIGNED IN INK,NO SCANS, THOROUGHLY EXAMINE THE EXISTING CONDITIONS'AT THE PROJECT SITE TO ASSURE THAT THE m SCOPE OF WORK CAN PROCEED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. REPRODUCTIONS OR COPIES l�J m o l J ARE AUTHORIZED BY WITHOUT 6.PRIOR TO THE START OF REMOVAL/DEMOLITION,PROVIDE TEMPORARY DUST PROTECTION _-----_...........�. 4-.....__._�... WRITTEN AUTHORIZATION OF BETWEEN AREAS DESIGNATED FOR REMOVAL AND EXISTING TO REMAIN.PROVIDE TEMPORARY �- II JOHN G.SCARLATO JR.; DUST PROTECTION ON A CONTINUOUS BASIS FOR THE'DURATION OF DEMOLITION OPERATIONS. Ilv�--- ARCHITECT. " MINIMUM 6 MIL POLYETHYLENE SHEET SEALED WITH DUCT TAPE AS REQUIRED, li ExIsnNG FURTHERMORE; 7.PROVIDE PROPER SHORE SUPPORTS PRIOR TO THE CUTTING AND OPENING OF EXISTING % i II�'nLDJG IT IS A VIOLATION OF NEW WALLS,FLOORS AND ROOF.RELOCATE/RE-ROUTE EXISTING PIPES,CONDUITS,INTERFERING WITH DEDROOM#2 t3Et71.'OOM#3 z' II II YORK STATE LAW FOR ANY NEW OPENINGS. amow cn>�Ef cAF�Er _ / III II �N.OVE RENOVE mmovE PERSON,UNLESS ACTING Meow _wl%vav UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER IN ANY WAY THESE rcmovE wWvE SEALED AND SIGNED WNPOW _wwowDOCUMENTS WITHOUT THE FIRST FLOOR DEMOLITION PLAN- EXPRESS AND CONDITIONED SCALE: 1/4" = 1'-0' PERMISSION OF THE ARCHITECT, • .. REMOVE . Eb5t1NG .. • .". k'EfMJWG VI'N.LFORI I •'��ZL/Z� �vl5eo�n-�(v pnrlo I ( 7/19/23 PIP fWn PULPING 5ef DEMOLITION/:REMO•VAL NOTES,,...' 1.BEFORE PROCEEDING WITH WORK;EACH CONTRACTOR AND SUBCONTRACTOR SHALL THOROUGHLY EXAMINE THE EXISTING CONDITIONS AT THE PROJECT SITE TO ASSURE THAT THE SCOPE "' I OF WORK`C,N PROCEED-IN ACCORD'ANCE WITH THE CONTRACT DOCUMENTS. CONDITIONS - - - - - FOUND THAT WILL ADVERSELY AFFECT THE WORK SHALL BE REPORTED TO THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK SET FORTH-IN THE CONTRACT DOCUMENTS.'' - �h10VF� Its 2.PRIOR TO THE START OF REMOVAL/DEMOLITION,PROVIDE TEMPORARY DUST PROTECTION BETWEEN t wow W,=v j _ __•____, AREAS DESIGNATED FOR REMOVAL AND EXISTING TO REMAIN.PROVIDE TEMPORARY DUST - -_ - --- -�_ - PROTECTION ON A CONTINUOUS BASIS FOR THE DURATION OF DEMOLITION OPERATIONS,MINIMUM 6 " _ - - ffwvf tNA OFEIJ�vN L FOP I I SLIDER I 5L87ER ^ MIL POLYETHYLENE SHEET SEALED WITH DUCT TAPE AS REQUIRED. EwsnNG ���" _..___ NEvrwlhroowSA�v (v..; _-_3�, ItwifMJohnG. 3,PLUMBING AND ELECTRICAL REMOVALS:PRIOR TO THE REMOVAL OF ANY PORTION OF THE EXISTING + PLUMBING OR ELECTRICAL SYSTEM COMPONENTS THE CONTRACTOR SHALL ARRANGE FOR THOSE 11M11Y P,UOMp IRII PORTIONS OF THE SYSTEM INDICATED FOR REMOVAL TO BE DISCONTINUED,AND WHERE REQUIRED, __I Scariato Jr. RE-ROUTED AS INDICATED ON DRAWINGS. MOVE i 'r If 4.EXISTING ELECTRIC PANELS,GAS METERS OR WATER METERS TO REMAIN. j YdAS R; I.AI WRY ROOM I III( Architect, ----------I 5.ITEMS INDICATED FOR REMOVAL ON DEMOLITION DRAWINGS INDICATE TYPICAL WORK ITEMS.THE p�p0y p jl�I f�! ffMOVE Egm0rr LL-- I ��D IIII 33 Byram Hill Road SCOPE OF WORK IS NOT LIMITED TO,AS INDICATED ON THE DRAWINGS,BUT INCLUDES WORK ON ALL AEIpVE 1➢E I �! • j LO 1\ CL05ef W&I.5 Armonk,NY 10504 AREAS AS REQUIRED TO COMPLETE THE SCOPE OF THIS PROJECT,WHETHER OR NOT INDICATED. ((' �~, (� I �A Ir II a I I III 6,ALL EXISTING BUILDING PARTS-INDICATED FOR REMOVAL SHALL BE REMOVED IN THEIR ENTIRETY.ALL � t•�.• Phone:(914)273-7350 Fk EXISTING BUILDING ELEMENTS NOT INDICATED FOR REMOVAL SHALL BE RETAINED AND SHALL BE ---`"--'-'--'--' - '^- -------- -- I L I JGSCARLATO@GMAIL.COM SAFEGUARDED AND PROTECTED FROM DAMAGE OF ANY KIND. �p,A(E �MWEI Irr I - 7.ALL REFUSE AND DEBRIS CREATED aY THE WORK OF THIS PROJECT SHALL BE REMOVED FROM THE W'L I III IN\ F I C H U RESIDENCE PREMISES AND LEGALLY DISPOSED OF AT AN OFFSITE LOCATION DAILY, i III w 1! �tl___._._. Iu__. FAMf�YROOM 2 WINTHROP DRIVE _.__._.... 8.ALL DEMOLITION AND REMOVAL WORK SHALL BE PERFORMED IN STRICT CONFORMANCE WITH . --"-- - "--- - --""" -"-- RECREATION ROOM L JJ Milove —�n LOCAL BUILDING AND ELECTRICAL CODES,O,S.H.A SAFETY REGULATIONS AND'ALL OTHER RED r CATEf RYE BROOK, N.Y. 10573 REGULATIONS HAVING JURISDICTION INCLUDING THE BUILDING OWNER AND MANAGEMENT. cwef III 9.THE GENERAL CONSTRUCTION CONTRACTOR SHALL COORDINATE THE SEQUENCING OF THE KEM;JVE kv1Am DEMOLITION WORK AND OTHER WORKS WITH THE WORK OF THE PLUMBING,ELECTRICAL AND TWL5 wtwowIIII INTERIOR AND EXTERIOR MECHANICAL SUB-CONTRACTORS. - - - V -n �h'��7: --- — — oPENWALFOR 1! u ALTERATIONS AND 10,ENTIRELY REMOVING EXISTING WALLS(SHOWN DASHED IN DRAWINGS)FROM CEILING TO FLOOR e-, JDEI' I.cWD0ox5NJD I I RENOVATIONS INCLUDING BASE,TRIM,DOORS,WINDOWS AND FRAMES.REMOVE ENTIRELY ALL MILLWORKS, COAT I-swl•Ewee I I COUNTERS,CABINETS AND ITS SUPPORTS,REMOVE ALL CONDUITS,PIPES,SWITCHES,OUTLETS,AND ao5Ef I I NEW DECK AND PATIO ETC.ON ALL EXISTING WALLS TO BE REMOVED.BEFORE PROCEEDING WITH THE WORK,COORDINATE f-nmFou WITH OTHER CONTRACTORS TO VERIFY THAT SERVICES ARE DISCONNECTED.REFER TO DRAWINGS FOR 1 move i THE EXTENT OF THE WORK.WHERE REMOVAL HAS OCCURRED AND EXISTING CONDITIONS ARE FOUND EXISM'G _ THAT AVERSELY AFFECT THE WORK AND REQUIRES RELOCATION,RELOCATE SUCH ITEMS AS DIRECTED ELECIPJC EXISnNG I - = DEMOLITION PLANS BY THE ARCHITECT AND THE OWNER. PN L WAMR I ❑ kIMO eFrVO kijWG REMOVc ' •• NJ:nr;� ! vyevvow w�lgow wNDow vnnroav 11.PROVIDE PROPER SHORE SUPPORTS PRIOR TO THE CUTTING AND OPENING OF EISTING WALLS, FLOORS OR ROOF.RELOCATE/RE-ROUTE EXISTING PIPES AND CONDUITS INTERFERING WITH NEW OPENINGS. pENrJvC ' w1rJDow 12.CUTTING AND PATCHING SHALL BE PROVIDED WHERE WALLS ARE'DEMOLISHED,INSTALLED OR MODIFIED AND SHALL BE PERFORMED IN A FIRST CLASS MANNER.ALL FINISHES SHALL BE RESTORED TO DRAWING NO. MATCH THE ADJACENT FINISH. 01S� R L' 13.ALL EXPOSED ROOF SURFACES SHALL BE PROTECTED AT THE END OF EACH WORK DAY BY MEANS OF BEST STANDARDS AND PRACTICES.ROOF EXPOSURE DUE TO DEMOLITION OR REPLACEMENT OF p MATERIALS SHALL BE COVERED FROM WEATHER DESPITE FORECAST BY TARP.OPENINGS IN ' A�.1p3, I FENESTRATION SHALL BE COVERED BY PLASTIC SHEETING AT A MINIMUM AND PLYWOOD IF SECURITY LOWER LEVEL DEMOLITION PLAN OF THE STRUCTURE IS AT ISSUE. 2g O-A SCALE: 1 4" = 1'-0' °�AM WARNING: OF-------- THESE DOCUMENTS ARE NOT VALID UNLESS ELECTRICAL LEGEND SEALED AND SIGNED IN INK,NO SCANS, I REPRODUCTIONS OR COPIES ARE AUTHORIZED 1 BY WITHOUT WRITTEN AUTHORIZATION OF JOHN NEWnECOPASWAifCH s'Na.E PaE TO nw.n•wAY A$nlAr�.nrr�n) b ❑_ ❑ G.SCARLATO JR.,ARCHITECT, c$n ncwPECOMPltiVlgp5Yofai FURTHERMORE; I IT IS A VIOLATION OF NEW YORK STATE LAW FOR dP NevrvEcoPnl cEPrAaE ANY PERSON,UNLESS ACTING UNDER THE 40aa tewm-comet wra� acLurimmytrwce fia e I , DIRECTION OF A LICENSED ARCHITECT,TOw ,��c��yrarlNr�rurrtc>rrpa� I WFLACE�XI5fh'6 ALTER IN ANY WAY THESE SEALED AND SIGNED AFCI � �N^,�xvciio fimpur c PA110 ; DOCUMENTS WITHOUT THE EXPRESS AND NcWPA110 N:wnECORAOUPv�cEPrAaE CONDITIONED PERMISSION OF THE ARCHITECT. � N;YrPlioNEoun.Ef I I n' MW iv CABLE Oun-ef WWCAf 6 f:ij•I merPar0u1LEf ,;`• '•_'.� :,• i i O 5"wiie oAFFEL NEW Ma5%17 01701Md UaIf I'+• >, 1 , I NEW LE17 LIWER-CA0 Lair PUCK Op 51RIP 0 r• :i' :.... '':' 't•._. �i,• :., .� :::. EXf bERIFYWIM01h't�P lGf O NEW rxa55ev V14M 00viN LiQir i 5"BPFFLE VtiMLENS O Wi�f7 SN,OKE DciEcfOP.. EA51'NG UWA WIMP CKWN NANOX117E MgcfOR RVAN KE ...._ 0 WIMP SMOKE/CA!?/BON MONOXInE COMBO nEtECfOR ImU1Y P.00M 0 1Y�n Ii;At nE1ECfCrR QB BA=Y OPERA0 SMOKE/CN:OON 0WXVc- Coh oo mlecfoR �"' CAf 6 f3EnP.00M Ju%v0N BOX FOR UQir FIx= c'L EX Efl"'r GRr Vt: ., WALL 5CONce Jj4CwN BOX PAIf)IN Q 1YrJ L Lwr i NC110N BOX PLPCE AFCI OAFLI 0 . ]if INN•L � CE�.R�G FAN REII�OP.CEl7 J�!fl0i�!BOX GAP.a O Q CAt 6 Elimupoer 3.13 AMENDMENTS TO SECTION R404A LIGHTING EQUIPMENT(MANDATORY) Fe IlA110N ROOM pm ROOM R404.1 LIGHTING EQUIPMENT(MANDATORY).NOT LF-55 ICI a 11 THAN 90 PERCENT OF THE PERMANENTLY INSTALLED as�, Main ROOM LIGHTING FIXTURES SHALL USE LAMPS WITH AN EFFICACY OF AT LEAST 65 LUMENS PER WATT OR HAVE A TOTAL O %. AFCI LUMINA(RE EFFICACY OF AT LEAST 45 LUMENS PER WATT. O a — — R404.1.1 LIGHTING EQUIPMENT(MANDATORY).FUEL GA5 LIGHTING NG SHALL NOT HAVE CONTINUOUSLY BURNI PILOT LIGHTS. WAFER ;— — — WAS E GE1E , oo acto O O v�R i _.. M EtUSfING � PANfR1' NcW COMt'051fR l79CK 7119125, PIP AW OW91idG`%T ' y MEIERC LOWER LEVEL REFLECTED EXf GFci CEILING/ ELECTRIC PLAN EXf jr j SCALE: 1/4" = 1'-0' ,;�1��cr�v RJ °5 gV%W— —— PPNtRI G�CI _. :Lev '8 I GFCI PRIMARY PAKOOM o; '�C�`B i John G. KlfQil;N ; i Scarlato Jr. o ; F I! :Of; oo I c. u�11E1 CNN e -. . .. . .s- 00 ' °o <1 Architect CI Itlstalletiota ofAlalrTi7 Ttidtontb,r>nlionumn't tilt%vamutuangul-ustngaple=ootoclitc)(olnumt PIMA �G1 M a O1111� .LAB":., �•1 1 i , t I!FrlleiS al 85 dotitiels pl 1b'f. Far a tO tnE(ddttl;flfe Itotil Vfi11�odilfl In ! " io-o I LEn t ,0 L1611�5 'n ROOM IA�EI CNt,O ThewribltlntfdrfrBignt'slioLidbtiritInled•Ibc6mplywult all ldualc6ae4 �IFierapeltilrornalii;e'r—Idtli(4)Ibrtbueirs.as!ioilpubi6.`iilur,q*ftil6eapL; F 'XIE X7. a I i it i LEn GAG 33 Byram Hill Road havbtiluiNillctoMnyotirdrea;Nlicle756tjfdieNndb=l�lecncl:ode,;and � , � ---�, Armonk NY 10504 !n•a Smnkr iri�Jdurtli '��itjri iytll sotiltd�tlia itipautfvirli)aiiner tiv(•) y �_. N I I f IlFPl172 IAdke ccY�eln dli nldims ate Wn+ii 10 rl tingfe,conitnuous(ncn :: Ir�phs;s:psuse,Mile§{�b'eEps.:Th2lihltsholi11Iceipartiel0iti(4jtEOi~!► HAl.LI3�f F O I I 32 siAl4ledlpoiier!Ine;.>vlilchin•fiolpiolc�edbyagioundlaulllnter'ryplac. . Phone:(914)273-7350 tieen•t EU•tdll bt�iecify on tivlp n�0.0 Pcnrar•(s preseliL'or ilnsh e4lery GQ y 1 l �3 Alni4lriluii uf1000�..ot:4tce can bd Used lrl th4'Inlsr�oidiett syif='fri:Use" r.: A , ;a:,IRE 'Y siandaid UL,Iistasl lCotisuito(J'lv'o f19 dattgtsriiInlg2r nc tc�tfitAdb'yIccW sd�onds tiyjiUri'h11110'�allery bn►tj hidda./l rtid t�D viitll llda:j elttl~or lvi�e-• I• i I , avelyt�,'secanilslohid�Cole.eiridke'or COalormt!mniciy;atidY�lllhalllpi C Li ,j1,�:�i j. I i ------------j • JGSCARLATO@GMAIL COM codas)•' :•.. ,- , — — —'------ --- ------ hnlson'vAUt 11te.saifndar.ruUc+n'tit alhGot LED hitllcateb ttsuU:coiliJiUonh: /LEN ,InduRhygxpert7ate:ommendspecktocnllensfor6molceala�ms;Suchos •A. � cir!•ry'tact nlid iit aplrig nred of the thvetllgg.ihcyolso tai:ori pn hd n CO The tai slinil indtda u�.Hush'�(salute lltats+lences a rake alaini for opptoxlrtsillel/.E-iD ritlnilsa's.ila riulsancealoipi corirAifon ecclW..i;;e ittd I C H U RESIDENCE plaint be titFtnilad cu oath Icvnr61111e Iiolne-Iclebtly�fnasly.IcWhl tiiilll luel: .•••.•_ yry I , L1 D,on Uia War In 1�711 Itosli uGiiry2 saconilsiiritlieJn Flush.nitil die Drill Wpl I HALL MCI liiiffilnp apbdnrices aricf oiiliide ol3fecping moat.Sod Uce!Glrldo tci itit9tor ..•• , alilnrTtniicall�renal Itsalf.,; O UVWG ROOM 2WINTHROP DRIVE Intotniolton Itteunll�lmtl'nlsa'btdkat•Galow:�aueryJmriiingdtltibt o,tirteiol n1.. t}IliPt-llteundshafl6lomlhtaniirlhtcaflh�rigjKopllolo'1er}Nho eiltsclUL % -----' ------ Ar&itectural and Enginaeting :103•l;U13i71�FPA`T2,7t1•p5li[eldI i>Itoiril'a'Flir.li16j6ha1:Ni!'11i0iio RYE BROOK, N.Y. 10573 aniihvo,ttirrilyi)tvi4Gii0klrftitlifio1NtStichigliUltiotlry'.(FNnj FLsuslrigni(if'_ ' AF 5 ecifications. r p l)itiin 0iiveloptntiit(Hl1t�l tt'ttlill �i d.lo:gear munt,lrii tuier's -nib.t'onibltiriifoaitniolta mtd ctubori monliAda Wttrdi ilortl'be'Kidde fdodal:• AF�JJO N I ni(lecf v:aIraiity: SC 900:*U� qla-gppravedcqunl.Itshalliteporreredby120VAC::GOHtswrcu wll4titi0(3):tU1Bat3iiipllaliei►B;ThE#iyinjwtalara'a}tnraUng:Fsitdc-511ailbe : +ygRNING?1iiYp)i,,7ucjiAmid?N}auiafiihtilodr'ris'deri6+Wlde ;flih INTERIOR AND EXTERIOR %-hi'iedh4Dfogiidbi(4.4'Caed31BTC1'fildilteIiunddllyoyehilllij7•ranrle tlm4nailic'fn6+uthcati+hlbnfetV,illdfctip&udpd`Siilc�j�p+iilrfaidltlAcLi6ii1,6iN1g1' MCI tuit(lie10};=95g;retnllvehui»tiljty,noit+eoriifunIf]shthjtaai'viectcfcrcwt;3t•+aisfotrctiaottduLvlceb'rhitpnetrlola ip+uteu _ '7ktetlnit3hnljlntolpoctoopttoloelectrtc.rilgliu:bnnorVrllltnaminol al?l�utcc�fGcrnittufe'Nlctu'o)Cd+uetr8lnto;J�gnipccuro an�77tihlAs+ySptegumtl ALTERATIONS AND soit7Ulvli oli7R'ar-d.76`Xlli'0135.T1teLO•ue'n,'nrshpAbeofifii•• •�dlroveli1Gh1:'i6dkv(lA Yi,iiurctltc,:;lfin'dbfibt�olriioYoryipdtarFvrrcfnbfre( y tirmvnhruliltyliittedfcullrc�hi,unull•r� �;,af,t��i,to,yu,�,:�f;, ►,,,:. �, RENOVATIONS .ettclioctia►ntealdesiyii:orit)'steal(ItiGej'ntb'rilifleulv!(yialrtltt2iitenl5ol oldldeu:IJliareti,U!iufsfwt:oif(vnrrtanctktc!,,rrn:cntidi:6+iEraiirAbi�ONpgi. NEW DECK AND PATIO •Undenvtllets lnburoioldos,lJl2a34'Sljtglayn8l.ltii()Ijitli'StoUoti Cti?lioil lAchoklda/llriftflaTllp'GnllslsdlltpL�Ifyt.ibi:ULapAtoGed'vim ng;dtiUte Techriica!Specifications. MWOOM#2 6Eni.'OOM#� �elta8n:`I,Yo�lcl`sMAoslAecurnteCalborihtonaxiciE'lltnnn'l Tlh?gtit61iia11op alrarst tali bti isle aita2!'on tl�a stirldce of alry Wriihtx call!itg• hlode1F '•90b-ciJ4R.: f P6weiA6umcl 1201AC:QOHi 42rM ipait per:daini,• lalldt7frig lha UUNAi Alhlanula4tudt sracsimrnanded ptacaiiiiitt:guldelInei , , --- REFLECTED CEILING/ 7lie nlatni tart betrtsihltad on 66y dWwnld 31ag o gong eleulift:al b`&Ciip to d Ell•E"'r POf?f jl'ociagou lintelion AwL The,alut:lricol conAactlrn(fo ttiu•alaim)shah b'e mnde Z liA bnttory,bn2kup tsilhoftliiglntc>[olecltic S,nolie5ensa Pija�aalatUh: NOTE: M ELECTRIC PLANS '•.ninantrititinofi�I 1 9k]4lcesc4s hulriteicaivii hi ,jtiorit'ollply: coshnsort' :bedltigiemlmt AS PER 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTIONS R314-315 AND §rollout'trangeotchl'ThtiinlarcbiiiitiA'iyalaitt,Aluslticiiina dQ,dle:NFPA' ;qu�oA)orm:. :t ddatiott' 2020 FIRE CODE OF NEW YORK STATE SECTION 915,THIS PROJECT WILL 114nllohmlNid131OIecll6ritiaoetbllbfijAuiil'Cti'sWilhilmdduvcos;arwilldl,- - REQUIRE FULL COMPUANCE WITH SMOKE AND CARBON MONOXIDE AND HEAT c in ue sinaku dIi me IiVdh Q iniliniVi devices I9nioku,hatit;t:0,crcj.• 7bmljenittiib{tatigc::' :,lo•-(4.A'C'•)to-loo (37.i1'C)- jz {•..:.,..1.,..,', DETECTORS THROUGHOUT THE HOUSE INCLUDING AREAS NOT DEPICTED OUTSIDE ihietidivIve(tid,Iliii§)n1:iijbi Ile lo.iiietwiimed�i s;icbd Qdhli.o'r1d'di Huth ldNy.'Rang6:. 1014 959E ii'lat R liui tldhy.no-corlddtstlly OF THE MAIN SCOPE OF WORK. rcloy InudUles:ThL�ia,6i 11i06.1 t as.kcc3p J to lk ini4twrinecied ivlitt ailtei 5):e;,:' "' 4.95"In c�nrpcle�.z.t93"_depth tnn:iulrieldrai'spioduets:ttNesSotti6itvlsEBpecltled. ylelgi;a:'' 0.5solbI. INCLUDED AREAS ARE GENERALLY,ALL BEDROOMS AND ADJACENT HALLWAYS bullcirl i WITHIN 10 FEET OF BEDROOMS,ON EACH LEVEL OF HOME INCLUDING BASEMENTS Ftos_�Pce of irublie and CO.ciid ca".uie unli to do info both modes to 1Ytrlrig Oidck cogitect F u{j_wills hlgtol s .. AND HABITABLE ATTICS,WITHIN THREE FEET OF BATHROOMS. ;nlnim:Tlli 9iegll+tnCatositrUivlitifittDratUot>i�9io,drtsuleproprxoperQticm. Intcrconnecl's1 " ;1u 1024"edetilco.:(olWild118tinbeImMaling} FIRST + '>'� AlisCA'airiisoiviFinaliijsili+levaisatCObefoty.'30ppmcfidvnlriufiiiiilit AS PER R2020 RESIDENTIAL CODE OF NEW YORK STATE APPENDIX J,AND THE I I R S T FLOOR REFLECTED 1` 0 Ihuliiltivansdiiiulno'aviietiuzposddloltiu'.coijrisporldinglaVb[s:ofCd. �aROnty: '10/ortt'ettitldd(ballatle'seltludec]) CLASSIFICATION OF WORK THE DETECTORS MAY BE BATTERY OPERATED WHERE � o 'r koplocchieiitbatteilest;Gi�tpizdri;9t Palo pbnlilshGbltleripovRi CEILING FINISHES ARE NOT BEING REMOVED TO EXPOSE THE FRAMING,AND ONLY 7o:ppmCOCcACGtit1-allani;lie'=:7Ad inlfittte6 if�QA.PaplaEeti►:hl baGedesnle uVi0ablewheie NEED BE HARDWIRED WHERE THERE IS ACCESS TO AN UNFINISHED ATTIC FOR CEILING ELECTRIC PLAN- o f 150 pptil�O Concedtiatlon:l0—50'rnlntiles yuu puicha6cd 09i nlaq&Nofe:Do not use WIRING. 1400.*Oprn CO Coacehita0ont.'4 c is allnuter. "Alltlum batfetfes 1h*0 iir unit ) ag e r�I;°%:r;>zur-n:!f,p'iit t.�u�r,4i,t+ni.t.tri,►irrii iy�rqut�:�Mufip IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THE DETECTORS ARE SCALE: 1/4" — 1'--0' ° ' - TO CODE BEFORE A CERTIFICATE OF.OCCUPANCY WILL BE ISSUED. �~ TABLE R507.3,1 TABLE R507.6 TABLE R507.6 SECTION R607 . 2 0 2 0 R E S I D E N Ti A L C 0 D E MINIMUM FOOTING 512E FOR DECKS DECK BEAM SPAN LENGTHS'•6•0(feot-Inches) BECK JOIST SPANS FOR COMMON LUMBER SPECIES(it.-In.) EXTERIOR DECKS LIVE OR LOAD BEARING VALUE OF SOILS'•'•(poQ DECK JOIST SPAN LESS THAN OR EQUAL TO: ALLOWABLE JOIST SPAN' MAY N+Urr CANTILEVER"" 0 F N E IN YORK STATE GROUND TRIBUTARY 1644' 2000' 260D' 2 7000' SPACING R507.1 Declts,Wood-homed decks shall be in accordance SNOW AREA SPECI'c5° SIZE' (f0°r) SIZE SPAC1f1G OF DECK JOISTS e Side of a Dlomorar of o Thlelmass Side of a Diameter of°Tltleknass Sldo or a Dlomolar of o Thickness Side of a Dlamotai of a Thickness g B 10 12 14 1a 10 SPECIES' OF DECK JOISTS WITH CANTILEVERS with this section,Far decks using materials and COltdit(On5 LOAD" (sq.ft.) s uoro footing round fooun n uaro foolin round foatin s uaro fooun round looUn s tore fooun round fooun (lnchos) not prescribed in this section,refer to Section R301. (PSO q(Inches)0 (Inches)g (Inches) q(Inches)9 lnnchos)9 (Inches) q Qnehas)•0 (Inches)g (lnchos) q(inches)9 (inches)9 (lnchos) (Inchon) p !-2 x 6 4-II 4.0 3.7 3.3 3-0 2.10 2-8 12 1e 24 lz to 24 R507.2 Materials.Materials used for the construction of R507.2.2.3 Decay resistance.Plastic composite deck 20 12 14 6 12 14 6 12 14 6 12 14 6 1-2 x 8 5.11 5.1 4-7 4.2 2-10 3.7 3-5 2 X 6 9.1 t 9.0 7-7 1-3 14 1-6 decks shall comply with this section. boards,stair treads,guards and hondmils containing 40 14 16 6 12 14 6 12 14 6 12 14 G I-2 x 10 7.0 6•0 5-5 4•1 l 4-7 4.3 4.0 R507.2.1 Wood materials.Wood nhoterials shall be No.2 wood,collulosic or other biodegradable materials shall 60 17 19 6 is 17 6 13 is G 1 12 14 6 2 x 8 13-1 I1.10 9-8 2-1 2-3 2-5 be decay resistant in accordance with ASTM D7032, 80 20 22 7 17 19 6 )5 17 G 14 16 6 1-2 x 6 -1 -1 5.6.4 4.10 4-5 4.3 4.9 Southern phis 2 X 10 16-2 14.0 )1.5 3.4 3.6 2-10 grade or bailer lumber,preservative-treated in accordance 40 with Section R317,or approved,naturally durable lumber, R507.2.2.4 Termite resistance.'Where required by 100 22 25 B 19 21 G IT l9 6 15 17 6 2-2 x G 6•I l 5•I I 5.4 4.10 4 6 4.3 4.0 2 x 12 18-0 16•6 13-6 4•6 4-2 3-4 and termite protected where required in accordance with Section 318,plastic composite deck boards,stair treads, 120 24 27 9 21 23 7 19 21 G 1 17 19 6 2-2 x 8 8.9 7-7 6.9 6.2 5-9 5.4 5.0 Section 11318.Where design In accordance with Section guards and handralls containing wood,cellulosic or 140 26 29 10 22 25 8 20 23 7 is 21 6 Sottthcm pine 6.0 2-2 x 10 10.4 9.0 8.0 7.4 6.9 G 2 x 6 9.6 B-B 7.2 1-2 1-3 1-5 -4 a 2 x B 12.6 Ili-1 9-1 1-I1 2-1 2.3 Douglas fir•larcb, R301 is provided,wood structural members shell be outer biodegradable materials shall be termite resistant 160 28 31 11 24 27 9 21 24 B 20 22 7 2-2 x 12 12-2 10-7 9-5 8.7 8.0 7-G 7.0 hem-fir' designed using the wet service factor defined in AWC in accordance with ASTM D7032. 20 12 14 6 12 14 G 12 ►4 6 12 14 G spruce-pine-fir,' 2 x Ill 15-R 13-7 11-I 3-! 3 5 2-9 NDS,Cuts notches and drilled holes of resorvative- r 3-2 x 6 8-2 7-5 G•8 G-1 7.8 5-3 5-0 + P R50T.2.2.,,Installation of plastic composites.Plastic 40 is 17 G 13 IS 6 12 I4 6 12 la G 2 x 12 18.0 15-9 12-10 4-6 3-11 3.3 treated wood members shall be treated in accordance with composite deck boards,stair trends,guards and hand- Go 19 21 G 16 18 6 14 16 6 13 15 6 3-2 x 8 10.10 9 G 8-G 7 9 7.2 G•8 G•4 2 X 6 B-10 ( 8-0 7-0 1-0 1-1 t-2 Section R317.1.1.All preservative-treated wood products rails shall be installed in accordnnce with this code and 3-2 x 10 13.0 1 W 10.0 9-2 8.6 7-11 7•6 Redwood, in contact with the round shall be labeled rot such usage. sfi go 21 24 B 19 21 G 17 19 6 IS 17 G B g the manufacturer's inslrrctlous• lop 24 27 9 21 23 7 19 21 6 17 19 G 2 x 8 I1-8 10.7 8-8 1-8 1-10 2-0 3-2 x 12 IS•3 J3.3 I1-10 10.9 l0.0 9.4 8.10 western cedars, R507.2.1.1 Engineered wood products.Engineered ponderosa pine`, 2 x 10 14-I l 13.0 10-7 2-8 2-10 2-8 !;l P g R507.2.3 Fasteners and connectors.Metal fasteners and IN 26 30 10 23 2G 8 20 23 7 19 21 G 3 x G or2-2 x 6 5-5 4.8 4-2 3-10 3-G 3-I 2.9 red pine` wood products shall be in accordance with Section connectors used for all decks shall be in accordance with 140 28 32 11 25 28 9 22 25 8 20 23 7 3 x 8 or2-2 x 8 6-10 5-11 5-4 4-10 4.6 4-1 3.8 2 X 12 1 17-5 15-1 124 3•10 3-9 3-1 R502. Section R317,3 and Table R507.2.3. 160 30 34 12 2G 30 10 24 27 9 2I 24 B 3 X I O or 2-2 x 10 8-4 7.3 6.6 5-11 5•6 5-1 4.8 For St:l tad=with et s,1 foot o 304.8 mm,{pound per square foot=0.0479 kPo,l pound=0.454 kg: R507.2.2 Plastic composite deck boards,stair treads, R507.2.4 Flashing.Flashing shall be corrosion-resistant 20 12 14 6 12 14 6 12 14 6 12 14 6 a No.2 grade with wet service factor. guards,or handralls.Plastic composite exterior deck metal of nominal thickness not less ton 0.019 inch 0.48 ao 1G I9 6 14 I G G 13 14 G 12 14 G Douglas fir-Inrch`, 3 X 12 or 2-2 x 12 9-8 8•5 7.6 6.10 6.4 5-1 I 5-7 b.Ground snow load,live laud o 40 psr,dead load a 10 psr,Lie a 360. boards,stair treads,guards and handrails shall comply met or approved nonmetallic no material that is inch(.48ompatible 40 16 23 7 17 20 6 16 14 G 12 16 6 hem-fir`, 4 x G 6.5 5•6 4-11 4-6 4.2 3-11 3.8 c.Ground snow laud,live laid-40 psr,dend load a 10 psr,L/A a 360 at main spnn,UA-180lit cantilever with a 220-pound point load applied to end. with the requirements of ASTM D7032 slid this Section. spruce -fir', 4 x B 8.5 7-3 6.6 5-11 5.6 5.2 4.10 d.Includes)noising factor. q with the subshnte of the structure and fire decking materi- R0 27 IG 9 20 23 7 I A 20 6 16 19 G redwood a NurUnenn species+vllh no Incising factor. R507.2.2.1 Labeling,Plastic composite deck boards nls. 60 100 26 29 10 22 25 8 20 23 7 18 21 6 western cedars, 4 x 10 9.11 8.7 7-8 7-0 6 6 6 1 5 8 C.Cantilevered spats not exdecding the mm�lnat depth of tha Joist are permlllcd. and stair treads,or their packaging,shall bear a label R507.2.5 Alternate materials. Alterative materials, 120 28 32 11 25 28 9 22 25 8 20 23 7 ponderosa pine', 4 x 12 11.5 9.11 B-10 8-1 7.6 7-0 6-7 [tint Indicates complinnce with ASTM D7032 and includingass and metals,shall be erm(tted. lag 31 35 12 27 30 10 24 27 9 22 24 B red piney TABLE R607,7 Includes the allowable load'and maximum allowable p 3-2 x G 7.4 G•8 6 0 5.6 5•l 4.9 4-G span deteriuined in accordance with ASTM D7032. R507.3 Footings.Decks shall be supported on concrete foot- tG0 33 37 13 28 32 11 25 29 10 23 26 9 3-2 x 8 9.8 8.6 7-7 6.11 6.5 6.0 5-8 MAXIMUM JOIST SPACING FOR DECKING Jn s or other n r'OVCd structural systems designed to acco m- 20 12 l4 6 12 l4 6 12 14 G 12 14 6 MAXIMUM ON-CENTER JOIST SPACING Plastic Or composite handralls and guards,or their g PP Y 8 3-2 X 10 !2-D 10-5 9.4 8•G 7-10 7-4 G-11 DECKING MATERIAL TYPE AND NOMINAL SIZE DoeMng porpondlcutor to Joist Docking diagonal to joist" packaging,shall bear a label that Indicates compliance modate all-lands in accordance with Section R301.Deck 40 Is 20 6 IS 17 G 14 IS 6 12 14 G 3-2 x 12 13-1 l 12-1 10-9 9.10 9 I 8•G 8 1 , with ASTM D7032 and includes Ilhe maximum allow- footings shall be sized to carry the imposed loads from the G0 21 24 8 19 21 6 17 19 G 15 17 6 l!,•inch-thick wood )6 Inches 12 Inches deck structure to the round as shown in Figure R507.3.The For SI:I Inch a 25.4 runt,i fool-304.8 utm,I paund per square foot=0,0479 kPo;I pound a 0.454 kg. able span determined in accordnnce with ASTM g g 70 80 25 28 9 21 24 R 19 22 7 IB 20 6 a,Oround snow load,live load-40 psf,dead load-In psr,UA-360 at main span,UD-Igo at cantilever with D 220•pound point land npplled at the and. 2-iltott-thick weed 24 inches e Inches D7032. footing depth shall be{n accordance with Section R403.i.4, too 28 31 11 24 27 9 21 24 6 20 22 7 b.Detuns supporting deck joists from one side only. Plastic composite In accordance with Section R507.2 In accordance whh Section R507.2 R507.2.2.2 Flames read Index.Plastic con osite Exception: Free-standing decks consisting of joists 120 30 34 12 26 30 10 24 27 9 21 24 8 c.No.2 grade,wel scrvisc factor. For SI:I Inch-25.4 nim,I foot=304,8 mns,1 degree=0.01745 red. P P direct[ supported on grade over their entire length. d.Donut depth shrill be granter then or equal to depth drjoists with a hush beam cmiditian. deck boards,stair treads;guards,gad handrails shall Y PP g g 140 33 37 13 26 32 I 1 25 29 14 23 2G 9 c,Includes inclsing factor, o.Maximum angle of 45 degrees front perpendicular for wood deck boards exhibit a flame spread index not exceeding 200 when R507.3.1 Minimum size.The minimum size of concrete 1Go 35 1 40 1 15 30 34 12 1 27 31 1 11 25 1 28. 9 f Northern species.Ineishig factor not Included, tested in accordance with ASTM E84 or UL 723 with footings shall be in accordance with Table R507.3.1, For SI:1 Inch=25.4 mm,1 square root 0,0929 m',I pound per aquaro fool=0.0479 kPr. a..Assume.;minimum square foothng to be 12 Incites x 12 Inches x 6 Inches for 6 x 6 past. g.Beam conlllevern are limited to ilia ndjnecnl bcam'9 spnn divided by 4. the test specimen remaining in place during the test. based on ilia tributary area find allowable soil-bearing a.InIerpololloa permitted,extrapolation not permuted. d.it the suppoil Is o brick or CMU pier,die rooting shall have a minimum 2-inch projcellnn on all sides. SHEATHING Exception:Plastic composites determined to be pressure in accordance with Table R401.4.1. b.Based on highest load cast:Dead+Live or Dead+Snow. °.Area,In sluere feel,of deck surface supported by post and foDlings noncombustible, TABLE CONNECTION SIDING DECK LEDGER CONNECTION TO BAND JOI loa6 TH S DETAIL IS APPLICABLE (Doak live load 40 psi,deck deed toad=1 D psf,snow load 5 40 psf) WHERE FLOOR JOISTS ARE FLASHING FOR R507.0,2 Deck,Joist lateral restraint,Joist ends and 5 1°MINiMUM FOR JOIST SPAN PARALLEL TO DECK JOISTS. WATER TIGHTNESS TABLE R6ECIFI a6 bearing locations shall be provided Milt lateral resistance ' T '„ 'N ' FASTENER AND CONNECTOR SPECIFICATIONS FOR DECI(S BEAM SPLICES.. CONNECTION DETAILS 8 and loss 0'1'to D' 0'1'to 10' 101'to 12' 121 l014' 14 h to 1G lb'1"to 1a � DECKING to prevent rotation.Where lateral resimint is provided by BEAM SPLICE `~- ITEM I MATERIAL MINIMUM FINISHiCOATINC ALTERNATE FIN15H)COATING• (IF REQUIRED) On-cantor spacing of foslorters joist hangers or blocking between joists,their depth shnll (IF REOUiREO)._- ��` '/Inch dinmeler In screw with'/,-Inch in accordance with Stninless steel,silicon bronze or MUST OCCUR ��. r g30 23 18 i 5 13 1 l l0 Nails and timber rivets ASTM F1GG7 Hot-dipped galvanized per ASTM A 153 copper equal not less than 60 percent of the joist depth.Where lot- OVER POST `+ ~` -•-: '_`�=t maximum sheathing`- APPROVED JOIST HANGERS cra1 rest►'a)tit is provided by ring joists,they shall be �__•..::._ '/inch diameter bolt with'/tacit tnoximum ° Belize In accordance Mill Hot-dipped galvanized per ASTM A153,Class C secured to the end of each joist withh not fewer than three ~ '�,r r• gJ , 36 3G 34 29 24 21 19 2 MIN. 2x LEDGER WITH FASTENERS j ~""~-i i' shcalhln IN ACCORDANCE WITH TABLE R507.2 Lag screws'' ASTM A307(bdlts), (Class Dfor u/s-inch dlmnater and Tess)or nhechnnl-Stainless steel,silicon bronze or I. (Including nuts and ;, ASTM A563(nuts),':'•.. tally galvanized per ASTM B695,Class 55 or410 copper lOd(3-inch by 0.128-inch){7G mm by 3,3 mm)nails or ', ((,IVJ f' '/-inch diameter bolt wltit 1-Inch tit aximuin washers) ASTM F844(washer's)' stainless steel three No.IOx 3-inch(76 min)long wood screws. r/ t rf' zsheathing` 3G 36 29 24 21 18 1G HOLD-DOWN DEVICE MIN T60 LB.CAPACITY APPROVED I I 1 FLOOR JOISTS AT 4 LOCATIONS,EVENLY DISTRIBUTED ASTM A653 type 0185 zinc cooled galvanized R507,7 Decltlitg.Maxltntnn allowable spacing for joists sup- POST CAP For SI:I Inch=25.4 mm,1 root-304.8 nun,I pound per square root 0.0479 kPa ALONG DECK AND ONE WITHIN 24'OF EACH: Per manufacturer's steel or post hot-dipped galvanized per ASTM i porting decking shall be in accordance with Table R507,7. o,Ledgers shall be flushed In necordanco with Section R703,4 to prevent water from conincthig Iho hove bend jolsl, END OF THE LEDGER.HOLD-DOWN DEVICES Metal connectors Stainless steel SHALL FULLY ENGAGE DECK JOIST PER specificadon A123 providing a minimum overage oonling Wood deckingshall be attached to each supporting member b.The toad dell not be us rJlfU to our concurrently dbeyiid[l with ids loud. wciglit of 2.0 ozJlls(total bosh sides) PP B BEAM OVER POST CAP BEAM OVER POST e.The lip of the lag screw alnnl!fblly extend bcyotul Ilse inside face of the band Jolsl. HOLD-DOWN MANUFACTURER. with not less than two 8d threaded nnils or two No.8 wood For SI:I Inch=25.4 mm,I root=304.8 mm. screws.Other approved decking or fastener systems shall be d.Sheathing shrill be wood uedsiru t u e pone)structor ural sown hnmby r. a Sheathing strait be permlual to be wood slruciural panel,gypsum board,fibabonrd,lumber or feral eheathing•Up to/,•inob thickness of stacked washers A FULLY THREADED a!a"DlAMETER•LAG a.Equivalent materials,contings and finishes shall be permtned. installed(n accordance with the mantifneturer's installation For St:I inch 25.4 mm' shall be pcnniticd to substitute for up to'/,Inch ornllownble slnenihing Ihlekness where coinbincd with wood siructural pnnal or lumber sheathing. SCREW PREDRILLED W1 MIN.3°PENETRATION b.Fnstencrs tied connotiors exposed to still water or loaned within 300 feet ore anli writer shoreline shall be stalitess steel. FIGURE R507.6,1(1) TO CENTER OF TOP PLATE,STUDS,OR HEADER, c.Holes for bolls sbnll be drilled a minimum'/„Inch and a maximum%,Inch iurgcr twin Ilia bolt. requirements. DECK BEAM TO DECK POST d.Lng screws'/,Inch rind larger shall be predrfllcd to avoid wood splitting per the National Design Specification(NDS)for Wood Construction. TABLE R607.9,1.3(2) For SI:i Inch=25.4 nnm,I foot=304.8 mm e.Sminless•slecl-driven fasteners shall be In accordance with ASTM F1667. R507.8 Vortical earl lateral supports.Where supported by :MINIMUM 2° - - MINIMUM 2.�!' --- �� PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS attachment to an exterior wall,decks shall be positively FIGURE R507.9.2(2) _.... MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS DECK ATTACHMENT F LATERAL LOADS `• anchored to the primary structure and designed for both verti- TOP EDGE BOTTOM EDGEENDS ROW SPACING OR LAT RA A 12'MIN =MANUFACTURED POST CONNECTOR,. _.. :-_ , ' cal and lateral loads.Such altnclunent shall not be ocean- •• •• IN ALLOWABLE SOILS r' _ fished b the use of toenails or trails sub'ec(to withdrawal. SINGLE PLY BP_AN1 MULTIPLE PLYEA(�' ° Ledger 2 Incites' aQ'/r inch 2 lnahes° 1s/s Incites' -TYPICAL PT POST P Y J '�;: For decks with cantilevered framing members,connection to Bond Joist' 'l�Inch 2 inches 2 hidies° fJ/s inches, 7�I It7 ANn 6UIl.nING 5�f exterior walls or other framing members shall be designed and �:__ (2)112°171AME iER'-.. t _ For SI:I inch=25.4 mm. 9� R507 9 I() ',•,. 12• .•. constructed to ieS(Sl uplift resulting from life full live land -�"• T .. b.Mnxl n uns5 Incbcs,slinll be s gg cd from the p n the bottom nl g e horizontal rim of Ilre teak ledger In accordance with Figure .. :*1�M o u 1 HROUG{i�dOLTS to a •io t on the ed crFI ur .3 I GRADE _ -u_ specified in Table R301.5 acting on the cantilevered portion of OR APPROVED' "� j EOUIVALENT (r•' l c.For engineered elm Joists,the manufaeturr.'s rceommandailohu shrill govern. !,LOa:'iEdi1L'1 r1F�iGrILVfT23. !la53T$di] '- _ t t �•h,7�>iielu�Re ,NC3tT�n e.•ulFl6vro7W, ,ti 7 the deck.Where positive connection to the primary building 'CONNECTOR e P g 8 s "'' h slnrciu[e cannot be verified during fnspeetlon,decks shall be d.The minhntmi disltucc from bottom row of to screws or bolls to the to edge of Ibc ledger all be In accordanx with Figure R507.9.1,3(I), •. , - self-supporting. AGO FASTENERS 1 .-r y ;:': '-... _ A• r0 �� lid 2 ROWS :...:... -I and laterals eta for decks shrill col with this section -•-Ur POR NLI'BEANir -,_il�•••-» R507 9 Vertical and lateral supports at band Joist Vertical P ,_..._. PP comply 1.. ..., .. ;.._...... ........,.._... TCW EAR r;;ar �.. WRING L -DISTANCE SHALL BE PERMITTED TO �• 'f Vertical loads sliall be trans- 2S/,"I N, • 6.5 MIN.FORBE REDUCED TO 4.5"IF LAG SCREWS ' supports n t DIAMETER` •, 'R5 1 VcrUcal supports.Vc z' j 5 6 5,MIN.FO 2 X 10 DEIiTH ER TABLE; THROUGH BOLTS r%. O7 9 BEAM 6PLICE' ^- -•� MAX 7.5 h11N.FOR 2 X 12 ARE USED OR BOLT SPACING IS 'PER TABLE - P IN BOTH DIRECTIONS �' (erred to band joists with ledgers in accordance with this ® �� © REDUCED TO THAT OF LAG SCREWS MINIMUM 12' NOTE:N_OT SCREWS ' section. . OF EIABEOMENT ! Z 2" TO ATTACH 2 X B LEDGERS TO 2 X B 4•GRAVEL : R507.9,1.1 Ledger details.Deck ledgers shall be a -- -1. __ 2'MIN. BAND JOISTS. l ifji ,,�•- LEDGER LAG SCREW OR BOLT 3/4-MIN. NOTE, minimum 2-inch by 8-Inch(51 mm by 203 mm)nonhi- }I I_ y... d UJ h ••POSTS MUST BE CENTERED ON OR IN FOOTING list, pressure-preservntive-treated Southern pine, -' 6' I fS':I• --_ ((ill IJ?l1` For SI:I inch=25.4 mm. John ' incised pressure-presrit•valive-treated kern-fir, or III ... _ _�.� _ ___=•, �' G. For SI:I Inch 25.4 mm. n roved,nnturitily durable,No.2 grade or better lum• I� FIGURE R607,9.1.3(1) PP PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FIGURE R607.3 bar.Deck ledger's shall not support concentrated loads Scarlato Jr. DECK POSTS TO DECK FOOTING CONNECTION ,b - 2 from beams or girders.Deck ledgers Shall not be sup. 2 j. �• ported oil stone or mason veneer. •--- R507.3.2 Minimum depth.Deck footings shall extend R507.5 Deck beams.Mnximuln'allowable spans for wood P masonry deck beams,as shown in Figure R507.5,shall be in accordance EXTERIOR SHEATHING Architect, below the frost line specified in To6le R301.2(1)in,accor- R507.9.1.2 Band joist details.Bond joists supporting a with Table R507.5.Beam plies shall be fastened with two rows For SI:1 Inch=25,4 mm. dafice with Section R403.1.4.1....• ledger strait be a minimum 2-inch-nominal(51 mm), of 10d(3-inch x 0,128-inch)nails minimum at 16 inches(406 FIGURE R507,5,1(2) EXISTING STUD WALL Exceptions: mm)on center along each edge.Beams shall be permitted to solid-sawn,spruce-pine-fir or belter lumber of a n11ni- NOTCHED POST-TO-BEAM CONNECTION 1,Free-standing decks that meet all of the following dontilever at each end up to 6ne-fourth of ilia allowable beam mural Witch by 9/,-inch(25 mm x 241 nun)dimen. 33 Byram HIII Road criteria: span.Deck berms of other mtiterlfils snail be permitted where slonal,Douglas fir or better,innhlnnted veneer lumber, wA, PRIMARY PRIMARY EXISTING 2x BAND JOIST designed k accordance with accepted engineering practices, Band joists shall bear fully on the primary structure STRUCTURE STRUCTURE OR ENGINEERED RIM BOARD Armonk,NY 10504 1.1.TI►e joists bear directly on precast con- capable of supporting ortia all required loads. JOISTS CANTILEVERED Crete pier blocks at grade without sup- R507.5.1 Deck beam Gearing.TI►e'ends of beams shall P PP gBLOCKING OR Phone:(914)273-7350 port by beams or posts. 1 OTHER LATERAL 2"MIN, �-DECK JOIST JGSCARLATO@GMAIL.COM have not less[Lan I/,indhes(38 nhrSt)of bearing on wood R507.0.1.3 Ledger to band Joist details.Fasteners RESTRAINT LEDGER LEDGER 1.2.The area of the dealt does not exceed 200 ur metal and not less Than 3 inches(7G mm)of bearing on used in deck ledger connections in accordance wit REQUIRED OVER BOARD JOIST BOARD 1-61a"MIN T< square feet(19.9 nil). concrete or masonry for the entire width of the beam. Table R507.9.1.3(l)shall be hot-dipped golvanlzed or BEAM 5•MAX. 1.3.The walking surface is not mole(hall 20 Where multiple-span beams bear rim internhcdiate posts, stainless steel and shall be installed iu nccordnnce with I LAG SCREWS OR BOLTS C H U RESIDENCE Inches(616 thun)above grade at any each ply musi have full bearing on to post in accordance "Table R507.9.1.3(2)and Figures R507.9.1.3(I)and 2'MIN. point'within 36 inches(91.4 mm)men- with Figures R507.5.1(1)nhd R507.5.1(2). R507.9.1.3(2), JOIST JOISTS 2 WINTHROP DRIVE sured horizontally Crain the edge: .. JOISTS BE AM HANGER FLOOR FRAMING O' o HANGER EACH END o; o R507.5.2 Deck beam connection to supports.Deck R507.9.1.4 Alternnte ledger details.Alternate from- b • JOIST HANGER 2.Free-standing decks need not be provided with PP g BEAM aao.op,o footings tat extend below the frost lint. beams shall be attached to supports in a manner capable of Ing configurations supporting n ledger constructed to EXISTING "'4 0•o RYE BROOK, N.Y. 10573 t POST(BEYOND) POST(BEYOND) •'�?o b. R507.4 Deck posts.For single-level wood-framed decks. transferring vertical lends and rcststing horizontal dis- meet the fond requirements of Section R301.5 shall be / ) i FOUNDATION WALL -with beams sized bt accordance with Table wood -fir 5,deck post Placement.Deck beam connections to wood posts shall be pernh(tted, size shall be In accordance with Table IL507.4. in accordance with Figures R507.5.1(I)and R507.5.1(2). __ JO*TNTER SPAN CENTERLINE ____ Forst:I Inch 25,4 mat, • •• Manufactured post-to-boom connectors shall be sized far R507.0.2 Lateral connection.Enteral loads shall be trans- OPTIONAL JOIST SPAN ~ CENTERLINE TO CENTERLINE furred to the ground or to a structure enpable of transimit• O TIONAL OF JOIST HANGERS FIGURE R507.9,1,3(2) INTERIOR AND EXTERIOR the post and beam sizes.Botts shill have washers under ting them to the ground.Where the lateral lond connection PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS TABLETHEIG the head and nut. CANTILEVERED JOISTS WITH DROPPED BEAM JOISTS WITH FLUSH BEAM ALTERATIONS AND DECK POST HEIGHT' •• is provided in accordance with Figure R507.9.2()),lrold- MAxIM,UM HEIGHT• R507.6.1 Deck jdlst bearing.The ends of joists 611011 have down tension devices shall be installed In not less than two RIM RENOVATIONS DECK POST SIZE (foot-inches) not less than l'/,inches(38 mm)of bearing on wood or q x 4 - " 6.91 metal and not less than 3 inches(76 mm)of bearing on locations per taste,within 24 itichcs(6]0 mm)of each end of tlhe deck.Each device shall hove on allowable stress FOR CANTILEVERED JOISTS NEW DECK AN❑PATIO BLOCKING OR OTHER TENSION DE IC SIMILAR 4 x 6 8 concrete or masonry over Its entire width.Joists bearing TENSION DEVICE design capacity of not less than 1,500 pounds(GG72 N). LATERAL RESTRAINT 6 x 6 14 on top of a multiple-ply benm or ledger shollibe fastened Where the lateral load connections are provided in actor- REQUIRED OVER BEAM JOiST in accordance with Table R602.3(l).Joists bearing on lop FLOOR SHEATHING NAILING AT 8 x B 14 _ 'dance with Figure R507.9.2(2),die hold-down tension s•MAXIMUM ON CENTER TO of ii'singlc-pl9-benin'ur ledge-r sliall*be attached by a' devices shall be installed in not lesslhanfourlocatlonsper , JOISTWI7HHOLD•001YN 2020 RESIDENTIAL CODE OF .For SI:IInch 25.4 mm, mechanical connector.Joist framing into the side of a Ipoundpersquareroot=0.0479kPs. deck,:and each device'shrill have an allowable stress WARNING: NEW YORK STATE a Measured to the underside or the beam. beam or ledger board shall be supported by approved joist design capacity of not less than 750 pounds(3336 N). I JOIST ill JOISTS b,dosed on40psrllveload.' :: hangers. lay,._., BEAWL M EACH HANGER THESE DOCUMENTS ARE NOT VALID UNLESS c.The maxImmo permitted licight Is 8 fact for otia-ply and two-ply ballots. -- _= BEAh1 EACH END SECTION R5 07. The mnxhnnmpcm►lttedhelght for lhrce•plybcoms oil post clip ls6'reot9 - , Joni + + + + + + SEALED AND SIGNED!N INK,NO SCANS, lnclscs -- --� =_ _= POST(BEYOND) POST(BEYOND) + + + + REPRODUCTIONS OR COPIES ARE AUTHORIZED EXTERIOR DECKS R507.4.1 Dealt post to deck footing connection.Where L __J -- osls beat•oncoricrete footings in accordance with Section aFAlt �- an:Asl JOIST BY WITHOUT WRITTEN AUTHORIZATION OF R403 and Figure R507.4.1,Interal restraint shall be pro- l - -• JOIST SPAN--� NTERU0; ETOCEAN AN W. SURED JOHN G.SCARLATO JR.,ARCHITECT. OF TO CENTERLINE DRAWING NO. vided by manufactured connectors or a minhnttm post Pon Post OPTIONAL OPTIONAL OF JOIST HANGERS - embedment of 12 inches(305 ohm)in surrounding soils or CANTILEVER CANTILEVER FURTHERMORE; concrete nets.Other (3 systems shall upermitted:-ingsoils JOISTS ON FREE-STANDING DECK FLOOR JOIST �DECKJOIST IT IS A VIOLATION OF NEW YORK STATE LAW S C p g y JOISTS ON FREE-STANDING DECK G WITH FLUSH BEAM WITH DROPPED BEAM FOR ANY PERSON,UNLESS ACTING UNDER THE Z �.� ; �+ a Elcceptlon:Where expansive,bompressible,shfAing or DIRECTION OF A LICENSED ARCHITECT,TO 1; tit other questionable soils are present,surrounding Bolls oPT1o11AL BEAM spAN GUAM SPAN OPTION OPTION,: SEAM SPMI 612AM SPAN PTI c L shall not be relied on for lateral support. CAIMLEVER oAJJiILEVER CnHTILSVCR cnJJnLE R FIGURE R507.0 ALTER IN ANY WAY THESE SEALED AND SIGNED TYPICAL DECK JOIST SPANS DOCUMENTS WITHOUT THE EXPRESS AND �, 0 C0-1 DROPPED BEAM FLUSH BEAM For SI:I Inch>25.4 mm. .(' ' FIGURE R507.5 CONDITIONED PERMISSION OF THE ARCHITECT, TYPICAL DECK JOIST SPANS DECK ATTACHMENT FOR LATERAL LOADS • i DocuSign Envelope ID: D95AD7C7-9AC4-491A-BDFE-044136F2B85E 650 Halstead Avenue Mamaroneck, NY 10543 Est. IS47 (914) 381-2357 www.SpinetLiSurveying.com SURVEYING SCALE 1'=20' 1 'BERKLEY' General Notesi —Elevations shown in NAVD1988 -Only visible utilities shown -Contractor is to visit site and verify all existing conditions (Including underground utilities, pipes, etc) -Verification and field marking of location of existing utilities Is required prior to commencment of work and is the responsibility of the contractor N CA W tD r-- 223.6 SSMH Rim 225.5 (9 GVOOGV GV NOTES: 1. THIS PLAT WAS PREPARED WITHOUT BENEFIT OF A TITLE REPORT AND THEREFORE DOES NOT NECESSARILY INDICATE ALL ENCUMBRANCES UPON THE PROPERTY, AND THIS IS SUBJECT TO ALL RESERVATIONS, RESTRICTIONS, EASEMENTS AND AGREEMENTS OF RECORD TO THE EXTENT THAT THEY LAWFULLY APPLY TO THE PROPERTY. 2. THIS PLAT IS BASED ON A CURRENT FIELD SURVEY AND RESEARCH PERFORMED ON OR PRIOR TO THE DATE SHOWN ON PLAT AND IS BASED ON MONUMENTS AND EVIDENCE FOUND IN THE FIELD AND MAY NOT CONFORM TO DEEDS, DESCRIPTIONS OR PLATS OF RECORD. 3. PROPERTY CORNER MONUMENTS WERE NOT SET DURING THIS SURVEY Survey of Lot No, 63 as shown on 'Map of Section Five Pine Ridge', in the Town of Rye, New York, Filed in Westchester County on February 27, 1961 as Map No, 12710 Surveyedi 7.6.23 Map Drawni 7.7.23 6"Tree �.- '�! 12"Tree ` ® 1 12.24-- -- - N 05 15 40 E-- 222.6 M��:I�11:wo Richard J, elli, L,S, NYS Lic, 50975 —Unauthorized additions to or alterations of this plan is a violation of Section 7209 of the N.Y.S. Education Law. F 1 Ll c.AUG 3 ; ! r ' ,, t iYna2:mu::.:.iyu�.. wa+.r..v..r.�.n.fL:w•ln: !R'�lM1:srtMK.[a•xa. V1 OF r B I L D I N 1•.; i...a k .,, •' A R C :I a '..11 .....c.ym�«�•r-:cn.n.�v�-+m..vavaar..�..., • ..r�r • •. w•. �...:.,:.-.•.,,��m. z:�r_•.r..uw�..-•a+va.e::.nsana-:y.ar- raa+:u. G /Of NE41 � � Pip J. Sp�,��l�•j�'IAV.Aa 50975 (AND 5