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HomeMy WebLinkAboutBP24-160PERMIT # 04 V/ C) �/ DATE: �c� 1i SECTION 3 S i BLOCK LOT D R/ J TYPE OF WORK /n OW Cap�C a� PS' moo vni aA�iCa/��u,p�,e�� JOB LOCATION o4J7 eLcol;po�LCVel? OWNER s '17e SC1012ra CONTRACTOR.,,1*6 rod 373e EST. C#ST CSC FEE P ib _Pb v/CO # FEE99 �P�DATE TC• # FEE DATE • •:• DATE FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING C7 RGH PLUMBING GAS SPRINKLER f1 FL-O�W� VOLT CI ALARM AS BUILT FINAL I NSP Ao w j �f'CaCDC OTHER APPROVALS I, 10 BOT PB ZBA OTHER BUIL INAL SURVEY UIRED PRIOR TO FINAL INSPECTION VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK NO: 25-047 (Certificate of Occupaucp This is to certify that Chrish n- e (So of, / o ��, having duly filed an application on � J!�: 5,_20 L--� requesting a Certificate of Occupancy for the premises known as, / / Z�6 t-g , 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.� , issued �c� 20 > Ll , 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:R-13 d �— / Construction: for the following purposes: U�(� Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made,and no enlargement, whether by extending on any side or by increasing in he' ht shall be made,nor buil ding be moved from one location to another until a permit to accomplish such change h e taine o the ng Inspector. APR 0 3 2025 Building Inspector,Village of Rye Brook: Date: For office use only: I/ BUILDING DEPARTMENT PERMIT# —/(oU DEC — 5 2024 3 i- J VILLAGE OF RYE BROOK ISSUED: a— y 938 KING STREET,RYE BROOK,NEW YORK 10573 DATE: 7 VILLAGE Ci l:Yc BROOK (914)939-0668 FEE: BULDING rjF' 'AR'l`�"rNT www.ryebrooknv.gov 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 +t►sstrrsstt+rssttsrsss+tss+•tsrt+••rss•+ssrs++rsrsar+rss+tarrrst+•rrstt+rs+sst+++rss+trrs►s♦sr+rrsrtstt+srrstsarrrssrrrrsss• Address: 47 Roanoke Ave. Occupancy/Use: One Fam. ResParcel ID #: 141.35-1.19 Zone: R24 Owner: Christine Sciandra Address: 47 Roanoke Ave. P.E./R.A.or Contractor: Sheperd &Sheperd, Inc. Address: 645 S. 3rd Ave. Mount Vernon,NY 10550 Person in responsible charge: Brennen Sheperd Address: 645 S. 3rd Ave. Mount Vernon,NY 10550 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: Brennen Sheperd being duly swom,deposes and says that he/she resides at 428 Haviland Hollow Rd (Print Name of Applicant) (No.and Street) in Patterson in the County of Putnam in the State of NY 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:$ 45,000.00 for the construction or alteration of: Window and Door Changes; rear paver patio Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per§250-IO.A.of the Code of the Village of Rye Brook. Sworn to before me this 4th \0111 I I I I lll� Sworn to before me this 4th 20 24 SS Y da of December , 20 24 day of December , �. p� STATE OWAii�4 Zj OF NEW YORK \O Signature of Property ner - 1 �� W 1 _ Signaturg.of Applicant S1 0.r1WtiP&dM0.ft / Christine Sciandra walloarr1u i Brennen Sheperd c3, 0. Print Name of Property caner P i t Name of Applicant ��//IIIII11111�\ o a Public t 6P.bl.c 61 2U2-4 QyE BRcb 1932 BUILDING DEPARTMENT ❑�B,�LDING INSPECTOR B 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 : ! ('� Q i( A V DATE: - PERMIT# 1 2 / LO J ISSUED: L ?7- t ' ECT: ` �'3 ' BLOCK: LOT: LOCATION: f / 0 1 � -� r OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... F ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS2- 0 L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING q� ❑ AIE W CROSS CONNECTION ] FINAL ❑ OTHER BRC�k Village of Rye Brook Public Works and Engineering Department J �Q� 938 KING STREET•RYE BROOK,NY 10573 1932, (914)939-0753 FAx(914)939-0242 INSPECTION REPORT Address: ` / oL v/,%/r %�l+ Date: Name: ��/ //�� �' Location: Permit#: Phone: Email: Work being Inspected: )911 y OA(i� Work Inspected is: p Fd Rejected Re-Inspection Required Violation Noted Code Section Code Section: Action Taken Code Section: Action Taken 118 Erosion Sediment Pass Fail Violation 210 Storm Water PassJ Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk Pass Fail Violation 213 Steep Slopes Pass Fail Violation 235 Trees Pass Fail Violation 216 Illicit Discharge Pass Fail Violation 245 Wetlands Pass Fail Violation Other: Pass Fail Violation Notes: A X///- Diagram: N��y � �iGJr� G f Signature QyE 4R�k, w � �c 195`2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR El"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 : Lill,? ^ nG O Q AV--,C, DATE: q- ) (, 2 ,)14 PERMIT# -?Z` c) ISSUED: - - Z` SECT:/y/..31 BLOCK: /" LOT: LOCATION: VA 1-J V>'� 5 4 D ')q A - OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... /ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER �7 ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL [3"OTHER W ,,j j>q j 9- Oao2 : a : a Ln � N IS N Q 4 S x \ N W v N s \ � a : N N N x — \ 7 s 44 _ M N w , Z _ .. �, �+ a it. a �" V W ob 0 w r.1 x r1 . 64 z ° �° W O 0 bo a c/n ib Q 00 .--a p� pad 4 •� v �. a, � a ^ Z as t7 x oa en 7 a M C) w,O o ; u o = a O 7 Vr 0 � � " O O t c.. [n A, 4.4 00 O n u C W a w i o 0 o � � W � v 0 LO v o W A U aG cg o Nit x Z �aO 0 u. f.. ,� W p d U QQi z V w [.04 er • i x M N = G H C7 A z O a. cn a v W6WZ [� z E" W W Off" ti - o 4 o A -' G R a a : BUILDING DEPARTMENT E C i E �W/ VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 JUL - 3 2024 i-."jj (914)939-0668 L wwwXyebrookny.gov VILLAGE OF RYE BROOK BUILDING DI PARTNIENT Approval Date: JUL $ 24 r Application#Lo Approval Signature: ARCHITECTURAL REVIEW BOARD: DisapproN ed: Date: BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# Other: n Application Fee: !6 Permit Fees: EXTERIOR BUILDING PERMIT APPLICATION Application dated: / r3`3 is hereby made to the Building Inspector ofthe Village ofRye 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. 7obAddrsss: 47 Roanoke Avenue 2. Par-eel!D# 141.35-1-1g Zone: R2-F 3. Proposed Improvement(Describe in detail): Remove I Relocate rear and left side windows/doors. Proposed rear yard paver patio, and concrete equipment pads. Remove/Replace garage door 4. Property Owner: CHRISTINE SCIANDRA Address: 47 Roanoke Avenue Phone# 1-(914)-565-9106 Cell# e-mail CMS2378@MSN.COM List All Other Properties Owned in Rye Brook: Applicant: Address: Phone# Cell# e-mail Architect: AMArchitecture LLC-Alyssa Manfredonia Address: 177A E MAIN ST#337 NEW ROCHELLE NY 10801 Phone# 914-420-7445 Cell# e-mail ALYSSA@,AMARCHITECTURENY.COM Engineer: NIA Address: Phone# Cell# / e-mail General Contractor: Sheperd&Sheperd Inc. ; f/79s4 Address: 645 S 3RD AVE MOUNT VERNON,NY 10550-49" 9111--5 7-3--3 7.38 Phone# (914)699-5181 Cell# e-mail fsheperd@gmail.com (l) 6/l/2024 5. Occupancy;(]-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: 1-fam Post-construction: no change 6. Area of lot: Square feet: 7500 Acres: 0.17 7. Dimensions from proposed building or structure to lot lines: front yard: Na rear yard: nla right side yard: Na left side yard: Na other: n/a 8. If building is located on a corner lot,which street does it front on: n/a 9. Area of proposed building in square feet. Basement: n/a 1"fl: Na 2'fl: n/a 3`d fl: nla 10. Total Square Footage of the proposed new construction: n/a 11. For additions,total square footage added:Basement: n/a Is,fl: n/a 2nd fl: Na 31d fl: Na 12. Total Square Footage of the proposed renovation to the existing structure: 100 sf 13. N.Y.State Construction Classification: vb N.Y.State Use Classification: RES-3(1 FAM) 14. Number of stories: 1 Overall Height: no change Median Height: no change 15, Basement to be full,or partial: CRAWL SPACE finished or unfinished: UNFINISHED 16. What material is the exterior finish: SIDING 17. Roof style;peaked,hip,mansard,shed,etc: HIP Roofing material: SHINGLES 18. What system of heating: FORCED AIR 19- If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 20. Will the proposed project require the installation of a new,or an extension/modification to an existing automatic fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) Yes: No: X (fyes,applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 2L 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: y Area: 22. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: X (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: X (fyes,you must submit a Site Plan Application.&provide a detailed topographical survey) 24. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: No: X (if yes,the area of wetland and 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: x (f 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 Permit as per§235 of Village Code? Yes: No: X (ifyes,applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: X Indicate: TIER I: TIER II: TIER III: (ifyes,a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property: 29. What is the total estimated cost of construction: $ 35,000 Note:The estimated cost shall include all site improvements,labor,material,scaffolding,fixed equipment,professional fees,including any material and labor which may be donated gratis.If the final cost exceeds the estimated cost,an additional fee will be required prior to issuance of the CIO. 30. Estimated date of completion: 6-8 weeks from approval (2) 6/t/2o2a BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 RESIDENTIAL LOT AREA COVERAGE Address: 47 Roanoke Avenue Section: 143.35 Block: 1 Lot: 19 PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS 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-21F 5,000 30% 5% 3.5% Existing: Proposed: 1. AREA OF LOT 7500 Sq. Ft. NO CHANGE Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) 1609.82 Sq Ft NO CHANGE Sq Ft b. Area of 1 st Floor Divided By Area of Lot x 100 21.45 % NO CHANGE % 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages,Tool Shed, Playhouses) N/A Sq. Ft. N/A Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 N/A % NIA 4. AREA OF DECK N/A Sq. Ft. N/A Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 N/A % N/A % I attest to the best of my knowledge and belief,the above information is correct. A 's I ignature 01) 6/1/2024 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 47 Roanoke Avenue Section: 141.35 Block: 1 Lot: 19 Zone: R2-F 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 1t-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 49520 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: 7500 s .ft. Existing Allowed Proposed Total impervious coverage= 2204.69 S .ft. 3304.73 S . ft. 2470.64 S .ft, Front impervious coverage = 561.65 % 621.82 % 0 % I attest to the best of my knowledge and belief,the above information is correct. Arc ' t s Si nature (4) 6/1/7U?1 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK.NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: 47 ROANKE AVE Section: 141.35 Block: 1 Lot: 19 MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area—21,780) x 0.11478421 ]: a. Allowed = 2,360.88 Sq. Feet b. Existing = 1609,82 Sq. Feet c. Proposed = 0 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/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 EXIS77NO PROPOSED MEQUIRFD 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 R20 SIDE: SIDE. SIDE: 1.60 FRONT: FRONT: FRONT:. .60 R-15 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R-1SA SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 0-12 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 /r--10 SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 R-7 SIDE. SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 R-S SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 R-2rF SIDE: SIDE: SIDE: 4.00 1 aft to a best of my knowledge and belief, the above information is correct. rc ct` Signature (5) 6l1/2024 BUILDING DF-PARTAIENT D VILLAGE OF RYE]BROOK 938 ICI%G STkEET RYE BRow, NY 10573 J U L - 3 2024 (914)939-0668 VILLAGE OF RYE BROOK w-*ti .nellryokn'v.,a,ov 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: 31, CHRISTINE SCIANDRA , residing at, 47 Roanoke Avenue (Print name) ,Address where you lire) 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; 47 Roanoke Avenue , 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. &Azyk' le Z-4 1 (Sirure of Property CHRISTINE SCIANDRA (Print Name of Property Orxner(s)) �14 Swom to before me this day of u� , 20_0_ (Notary Public) MELISSA N VASAMI [NOTARY PUBLIC,STATE OF NEW YORKRegistration No. 01 VA0018901l6) ualified in Westchester County6'1 zoza mmission Expires December 19,2027 This form must be properly completed &notarized by the Desif lk.f a a)lc record and the Property Owner. Failure to provide this complet s frOUIL D permit application will delay the permitting,proc JUL _ 3 2024 VILLAGE OF RYE BROOK BUILDING DEPARTMENT Notice of Utilization of Truss Type, Pre-Engineered Wood, or Timber Frame Construction. (Title 19 Part 1264& 1265)NN-CRR) 1�4 T RU,S! Pam•�w o fi' LOW Stye To: The Building Inspector of the Village of Rye Brook. From. AMArchitecture LLC- Alyssa Manfredonia Subject Property: 47 Roanoke Avenue SBL: 141.35-1-19 Zone: R2-F Please take notice that the subject;�COne or Two Family; L Commercial, NIP` :i New Structure Addition to an Existing Structure tehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; :i Truss Type Construction(TT) 're-Engineered Wood Construction(PW) n Timber Construction(TC) in the following location(s); Floor Framing. including Girders&Beams(F) Roof Framing(R) ❑ 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 §iz64 for Commercial Buildings, and NYCRR§iz65 for One&Two Family Dwellings. ('A Swom to efofe me this �n Sworn to b fore ine this day of Uf . 20 94 day of igna re of Propel u-nei S=iahi of Design Professional CHRISTINE SCIANDRA A MANFREDONIA Pr' '' e of Pro ()%,ner Pr40ta ame o ign Professions Notary Public bh JULIE MCKEON NOTARY PUBLIC-STATE OF NEW YORK Fegisb'afion SSA N VA MI No. 01 MC6127132 C,STATE:OF NEW yORK Qualified In Westchester County No. 09Vi400189p1 ('1 My Commission Expires May 23.202$ Westchester County�Ires December 19,2027 This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK,COUNTY OF WESTCBESTER ) as: ALYSSA MANFREDON IA , being duly sworn, deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the REGISTERED ARCHITECT for the legal owner and is duly authorized to make and file this application. (indicate architect.contractor;agent attorney.etc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed, or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications, as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws, ordinances and regulations. By signing this application, the property owner further declares that he/she has inspected the subject property, and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this LX Sworn to before the this day of u1y , 200�q day of �LA , M2� tgnature of Property O« 5 gnatttre Appt' ant CHRISTINE SCIANDRA ALYSSA MANFREDONIA Print?Name of Property O«zter -'' Print Name of Applicant Notary Public N Pu tic JULIE MCKEON NOTARY PUBLIC-STATE OF NEW YORK MELISSA N VAS7NRK No. O1 MC6127132 NOTARY PUBLIC,STATE OF Qualified in Westchester County RegistrationNo. 01VA My Commission Expires May 23,Qualified in WestchesteCommission Expires Decem (31 6r 1'2024 wugnd �laff—•y - -L - N — •�:97R- TS- wA&T5N �- C� 05J ORR ilwA 03nodddd 5TIL N (TqSOdoWd 1—-LESM. an�rwtngld :salou 7Aoiddr M7'SLu Sd( ) :Mou .7,ioaddr nT•Snu V7z( ) Q_ :salon Z_L 1_ :1=eojddr L:n=p-Zxu W, ) ..q3o O ( ) ='PO _LLI31`IVIN3a O/D :2CLLL3I"iVTN3G d9 ( ) ( ) =910 :surld TN-fV 121-1 JJo-uS'S 9d/V d :O&-L Mn3 -6-n'S I=uld ( ) ✓�) saIPO V m /N :DDD9 aS�,N OZOZ ( ) ) saq�0 :�d"_I_Pn:l :mod :n'Id-Aw-L 79nJ ( ) ) ='PO V/N an=d :nn1d -D V'A-H =TO V/N a'=d '-9d:NOISS9'dddnS HIM ( ) ) =TO :/V/N :=D d-I :STD 70N anusad :'uId s MUNn-ld ( ) ) ::aW—:dnur9 :_DTA%-H anuiad :Mqd *9HO_I 7=4 UIOWS/WWV'iV mM ( ) ( ) 'aO V/N :I—d :w9d--VJR J.Dg-9 FIDVI-IOA-MOI ( ) ) =YTO V/N a'uad :nMd-fVDrUID919 9JV1'IOA-HJIH V/N ? =a :#£sL 900D :nnnM du,o� �TI'9='I dtuoJ su oM :JVW3 l ) ) =q,07r�ruo�an :ra dcrJ Pait'S -Va ss aad:SNd ) > =►gnda"mn P-F-,s TTAT43JV auaima :wna:xaMMS ) salpo :'mid aul :MOW M/S UOW-'30ld anS :Odol:NV'Id a llS l ) ( ) :V/N :saad :U04S $uo1 :01UAKI ( ) ) 2amad0 saanS :,bawd srnM uuois- :'PurpaM :sdOiS 643 .Vvoll aToS ( ) ( ) :V 01-I uoaDawoD rmsD CI'I .1_ 'ISS�r pazrrno Paced :ddd�) ( ) .uourr&-1 avrld POOL-1 :O/D�` AS �'['d S9"__U J/! :mtpo :Icyd (1 01r,1 0 I lRl' VIA 'POM 30 wrwN =wigddV :r»r(l Inu'uWnS o►mj-d :=a MMLK nS 13w addlIwo--j auoz -Ifl.S � J � �f-ITaxppV 1 1 n irk U_IU07 V Ir*1)Pay7 IRLmdBU'PI�9 1 , Dl�l ? DEPARTMENT � � BUILDING DEPA VILLAGE OF RYE BROOK JUL - 3 2024 938 KING STREET RYE BROOK,NY 10573 3 (914)939-0668 VILLAGE OF RYE BROOK v,-Nviv.rvebrookm'.i;ov BUILDING DEPARTMENT ARCHITECTURAL REVIEW BOARD CHECK LIST FOR APPLICANTS This form must be completed and signed by the applicant of record and a copy shall be submitted to the Building Department prior to attending the ARB meeting. Applicants failing to submit a copy of this check list will be removed from the ARB agenda. Job Address: 47 Roanoke Avenue Date of Submission: Parcel ID#: 141.35-1-19 Zone: R2-F d7/63/ZVtq Proposed Improvement(Describe in detail): Remove / Relocate rear and left side windows/doors APPLICANT CHECK LIST: Proposed rear yard paver patio, new walkways Mus-r BE COMPLETED BY THE APPLICANT and concrete equipment pads The following items must be submitted to the Building Remove/Replace garage door Department by the applicant-no exceptions. Property Owner: CHRISTINE SCIANDRA 1. ("/) Completed Application I. ( '' Two(2) sets of sealed plans. (one full size {maximum Address: 47 Roanoke Avenue allowable plan size=36"x 42".� and one 11'� ) clT Phone# 1-(914)-565-9106 3. (- Two(2) copies of the property survey. 4. ( wo(2) copies of the proposed site plan. Applicant appearing before the Board: 5. ( I One electronic/disc copy of the complete application materials. Alyssa Manfredonia - Architect 6. ( .4Tiling Fee. Address: 177A E MAIN ST#337 NEW ROCHELLE NY 10801 7. (-Any supporting documentation. Phone#914 420-7445 8. ( ) HOA approval letter. (if applicable) 9. ( hotographs. Architect/Engineer: AMArchitecture LLC-Aiyssa Manfredonia 10.(�amples of finishes/color chart. (a sample board or Phone# 914-420-7445 model may be presented the night of the meeting) By signature below, the owner/applicant acknowledges that he/she has read the complete Building Permit Instructions&Procedures, and that their application is complete in all respects. The Board of Review reserves the right to refuse to hear any application not meeting the requirements contained herein. Sworn to before me this oC Sworn to before ine this day of 3u�� , 20aw day of 20� i 2 jj , ,—A Signature of Property-Oa a ignature f Applic CHRISTINE SCIANDRA ALYSSA MANFREDONIA Print\ame of Property O"ner Print Name of Applicant &� � /ho-N Notary Public _ otary bli JULIE MCKEON MELISSA N VASAMI III NOTARY PUBLIC-STATE OF NEW YORK NOTARY PUBLIC,STATE OF NEW YORK No. O1 MC6127132 Registration No.OIVA0018901 Qualified in Westchester County Qualified in Westchester County My Commission Expires May 23,2025 Commission Expires December 19,2027 612024 • �y(1(t �. Village of Rye Brook ML MR ends FB SE Architectural Review Board Meeting AC AD W Wednesday,July 17,2024 at 7:30 PM Village Hall,938 King Street JM SF 1. ITEMS: 1.1. ARB24-063 (Consent Agenda) (Amendment to Approved Plans) Eric Steinert&Caryn Steinert 24 Meadowlark Road Install two skylights on rear deck roof. 1.2. ARB24-069 (Consent Agenda) Eric Steinert&Caryn Steinert 24 Meadowlark Road 6'high white PVC fence and gate. 1.3. ARB24-084(Consent Agenda) Jeffrey Mensch&Hannah Mensch 10 Red Roof Drive Rooftop solar array. 1.4. ARB24-085 (Consent Agenda) Craig Bergman&Samantha Bergman 11 Jennifer Lane 6'high white vinyl rear yard fence. 1.5. ARB24-086 (Consent Agenda) Norman Wang&Esther Wang 180 Country Ridge Drive 6'high white vinyl rear yard fence&gates. Consent Agenda Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 1 of 4 Architectural Review Board July 17,2024 1.6. ARB24-020 556 Westchester Ave LLC C/o Anthony Guastella 556 Westchester Avenue New rear windows. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.7. ARB24-078 G&G Homebuilders Corp 18 Rock Ridge Drive Second story addition,deck and fence. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.8. ARB24-083 Robert ONeill&Melissa ONeill 4 Loch Lane Garage door overhang. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.9. ARB24-087 Win Ridge Realty LLC 19A Rye Ridge Plaza New awning,"Mendel Optical Insight" Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 2 of 4 • Architectural Review Board July 17,2024 1.10. ARB24-088 Paul Cuzzupoli&Pamela Lustig 7 Lincoln Avenue Two-tier retaining wall and drainage. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.11. ARB24-081 (Re-Appearance) Kenneth Gerchick&Amy Bernstein Gerchick 3 Mohegan Lane Second floor dormer addition. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.12. ARB24-089 Emily Groglio Irrevocable Trust,Shari Melillo,Trustee 5 Paddock Road Enlarge rear deck. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.13. ARB24-090 Christine Sciandra 47 Roanoke Avenue Window and door changes,rear paver patio,relocate mechanical equipment. Approvals: Motion_ 'I Second Abstention Aye; Nay;_ Adjournment; Notes_ Pt-rn") CL2 Coop- CJ'. A� F¢o,A c62, 4t.), Rena,v Page 3 of 4 f Architectural Review Board July 17,2024 1.14. ARB24-091 Francesca Italiano 31 Arrowwood Circle Extend existing deck. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.15. ARB24-092 Michael Oles&Kathleen Oles 33 Arrowwood Circle Extend existing deck. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes NEXT MEETING: August 21,2024 Page 4of4 SKYLINE TM PATTERN A 24 x 24" Stacked Shaded area represents repeatable pattern. NOTE:Some patterns may not necessarily reflect the percentages of stone J N 1 LOCK sizes within a particular bundle configuration. In some cases you may have PAVERS & WALLS extras in one or more of the sizes.This must be accounted for in your planning and design. UNILOCK.COM I 1-800-UNILOCK Regency Simulated Divided Lite Collection Direct Glazed Textured Grain Fiberglass Configurations Single Door Single Door Single Door Double Doors with One Sidelite with Two Sidelites Door Style (80") i 1/4 Lite 4 Lite 1/4 Lite 1/4 Lite 3 Lite 1/4 Lite 6 Lite 112 Lite 4 Lite Fir Fir/Mahogany Fir Mahogany Mahogany Colors tj LJ Hickory 3/4 Lite 6 Lite 3/4 Lite 4 Lite Full Lite 8 Lite Mahogany Mahogany Mahogany Door Style (96") Glass Style Ashwood Onyx i Autumn Wheat i Amberton i 1 Top Lite 3 Lite Clear Brook 3/4 Lite 4 Lite 3/4 Lite 6 Lite Mahogany Regency Collection 11 Why Direct Glazed Fiberglass? O Legacy Direct Glazed Simulated Divided Lites Legacy Simulated Divided Lites i. r, . I. Regency Direct Glazed Look of Real Wood Regency Simulated Divided Lites Direct Glazed Look of Real Wood Simulated Divided Lites (SDL) When a door is direct glazed,the Our Regency direct glazed textured A further advancement in fiberglass glass is built directly into the door. fiberglass doors are professionally door technology, simulated divided Without the need for a rim, paint or stained and sealed.The door texture lites(SDL)divides the single piece stain can be applied right up to the looks like real wood, but with the glass both internally and externally, edge where the door meets the glass. durability of fiberglass. giving the illusion of a traditionally It also adds years of life to the door, hand-crafted door with individual because glass rims are susceptible to panes and well finished edges. Our wear over time.A direct glazed door Legacy collection is the first of its offers the best of both fiberglass and kind—its grille is built directly into the wood, appearing handcrafted without door, creating a seamless effect on the maintenance. the face of the unit. Why Direct Glazed Fiberglass? 5 Enhanced Security Double bore, security plate and solid door edge provide strength. The inside edge of the door contains an oversized laminated stile, making it more secure and feel higher quality.* �r Enhanced Security Rot-Free System From the door to the composite frame,this composite unit withstands moisture. Fiberglass wraps the door and frame from edge to edge,forming a weather-resistant barrier. 00 Superior Durability Our fiberglass composite door system is dent resistant and reduces heat buildup. Rot-Free System Adjustable Sill Energy Efficient Insulated multi-pane glass offers energy efficiency. High performance weather stripping with adjustable sill provides an airtight seal. Ball Bearing Hinges This hardware provides smooth and silent operation, and it prevents sagging over time. Finishing Made Easy It's easier than ever to paint or stain your door with the protective film that comes on the glass of all our Regency and Legacy fiberglass doors. Ball Bearing Hinges *Oversized laminated style exclusive to Regency and Legacy Collection. 6 Why Direct Glazed Fiberglass? Select Your Door Regency Legacy Reliant Element Collection Collection Collection Collection Look of Real Wood Professionally stained and sealed Paintable Around Glass Paint up to the edge of the built-in glass Stand Up to the ' \ � Elements Rot-Free door and frame Ball Bearing Hinges Silent operation and prevents sagging over time Enhanced Security* Double bore, security V plate and 3" solid door edge provides strength Superior Durability ♦ Dent, rust and heat V ✓ ✓ ' ♦� resistant Element&Reliant include double bore and security plate Select Your Door 7 Cape Cod R-Value 4 Cape Elizabeth R-Value13 1°/e"Polar Whr< 1'4"PVC Sheer / Insulated Smoolk Cape Elizabeth Custom Cape Cod Custom G Steel Base models combine models offer an Everite's traditional attractive price for hand crafted overlays a maintenance free with smooth, thick steel carriage door look. panels to create an economical carriage p These models feature door look. / the same edge detail h"PVC Overlay customers love about '/,-Polar WHteOverkry an wood grain traditional wood anywhere on exterior doors without the upkeep. Cape Cod doors are 100% Face! The doors begin with 1-3/8" thick, 20 gage smooth steel base sections that craftsmen face with 1/2" thick bright white PVC. composite overlays. They are built on a 1-1/4" thick PVC sheet that can be flat Colors are Polar White or Brown; overlays are color or v-grooved. Craftsmen apply '/z" thick overlays over the matched, interior face is flush wood grained Face that can flat or v-grooved sheet base. be upgraded to smooth. Raised panel designs are also available. All Cape Cod Base models are 1-7/8" thick and are available up to 18' models have a flat PVC interior side. Cape Cod models wide. Models can be upgraded to 2-1/4" thick are 1-3/4" thick. R-18 insulation. Traditional Stile & Rail Models PF---' FFF FFF F F ❑❑ FFF Allegheny Washington Bradford Washington Medway Bradford f-rff f-'r- e-.�A E7L9-WN non c- ❑Fr FFT ❑/,f�_ Imo/ Imo/ 7 7 1, - ! ( - Susquehanna Chester Bucks Monroe Cameron Huntingdon ❑ ❑ - -- — —11 — ' Raised panel model L-1111:111E1101 111 � 'T nil Fulton' Bedford Clarion Lincoln Crossbuck Models York Luzeme Lancoster Panel designs can add depth and character, creating a rich and unique design for your carriage house door. Hnrringhone Raised V-Groove-4"width standard. Custom widths available. V-Groove Raised Windows, AL Windows provide much more than natural light. They allow you to further customize your garage door. LUngth Option:i -----Short Medium Medium Long -- — (Shown as 2 over 2 SO) (Shown as 3 over 3 SO) (Shown as 4 over 4 SO) Glass Options �a - - • Clear • Rain Glass • And more! .j • Obscure • Low E �- • Tempered • Frosted All of the above are available in insulated or other specialty glass. True divided glass is standard for single pane DSB, insulated, and most specialty glass. Simulated divided glass, with muntins on exterior side of glass, is standard for tempered and some specialty glass. Interior muntins are available for simulated divided styles. Styles Square (SQ) Arched (AR) LF- 77 16-, - 5 CIS ' Long Solid SO Long Plain SO Long 2 Lite SO Long Solid AR Long Plain AR Long 2 Lite AR Fill 6 W171 F6� J Fr Lill a�LL Lang 3 Lit,SO Long 4 Lite SO Long 2 over 2 SO Long 3 Lite AR Long 4 Lite ARAR.,�� Long 2 over 2 AR iFt. I I- 5 rs-6 1, m�­f�- F.- I long 3 over 3 SO Long 4 over 4 SO Long Prairie SO Long 3 over 3 AR Long 4 over 4 AR Long Prairie AR *Clipped(CL)styles are also available. Long 2 over 2 CL example CAPE SERIES EVERIT[ii Powder • • • Finishing Everite's state-of-the-art powder coating service offers a high-end Everite's best in class factory finish capabilities allows for better finish for your garage door track and hardware accessories. protection of your new Cape Series Door. Everite recommends a Powder coating protects your garage door track and offers a white factory finish to extend the fresh clean look for many years. beautiful colored finish to amplify the statement made by your new The applied paint will not peel or fade for the door's lifetime. Some custom Everite doors. factory applied, darker solid and stain colors are possible with strict directional limitations. Consult your representative for details. Why Powder Coat? Powder coating is an innovative finishing process that applies a • • - • fine, dry powder to the metal surface of the door's track, il hardware or other components. The powder is heated and cured inside an industrial oven until powdery finish becomes smooth and Cape Series models do not need to be painted and can be left resilient. Powder coating not only advances the aesthetic of your white. Cape Series Models carry a 3 year limited warranty. If doors garage but also protects its hardware from rust and weathering. are field painted, a Vinyl Safe paint with a color whose LRV("Light Properly functioning hardware is important to the function and Reflective Value") is greater than 55 MUST be used to maintain the longevity of your garage door. factory warranty. Note:Everite individually wraps each item for shipment to ensure a Flawless - • • • • • re finish at delivery. ------- Spear Fleur de Lis 66 Bean Door knockers The company offers 6 standard colors.Hundreds of custom colors can be ® ® ® • mixed to match the requirements of your project. Clavos I_ Factory Standard Colors: I - Mum man now Muni, �Mi now NNE ■a■ Gloss White_ Gloss Black TeleGray Sepia Brown Crystal White Mirror Black , Serv* Factory powder coating is available with any Everite track, face - hardware, struts, aluminum retainers or bracing, decorative hardware, or other manufacturer's add-ons. The finish can also be applied to customer supplied components for other projects. Our team is experienced in powder coating lighting fixtures, — railings, outdoor furniture, car accessories, and much more. Ask TWEyour representative today about upgrading your garage door ■ ■■ ■■ ■ . track and hardware! .. .■ �■ ■ ■ _ Maintaining Your Powder Coatir- Much like your doors, a regular cleaning helps maintain the beauty of the powder coated finish. Use a mild soap with soft brush or cloth to spot clean, or pressure wash using a low-pressure setting and filtered water. Light cleaning should be done at minimum 1-2 times "' o Section Model:Cameron per year. Clean more frequently if your product is regularly exposed to debris or harsh weather conditions. Factory Unfinished White Y. , a 4/ Raise Your Expectations T M Fine Superior Tried & True Materials Detail Manufacturing Techniques Everite Cape Series models Every Everite Door is handmade Everite uses the same joining are primarily made from bright to order. We utilize the same and edging techniques used white Versatex PVC. Versatex is traditional building process, in traditional wood door a cellular PVC material leading wood production equipment, and construction. Everite doors are the way in innovation of its carpentry expertise to the create stick built with square corners, category. This material does not edge detail and profiles equivalent featuring quarter round edge require painting or sealing and to those featured in our custom profiles around glass and will not swell with moisture or rot. wood doors. panels. Customized edge Its dense cell structure produces profiles, including bead, ogee, smoother profiles, improved paint True Divided beveled, square, and others are acceptance, less yellowing under Lites Standard also available. Our craftsmen sunlight, and fewer dents and scuffs Simulated divided liter have masterfully combine classic than competing PVC brands. become the industry norm. building methods with cutting At Everite, true divided liter remain edge weather resistant materials the standard, even when glass is to offer a truly timeless product. insulated. Laura Petersen From: Laura Petersen Sent: Friday,July 19, 2024 1:16 PM To: Christine Sciandra;fsheperd@gmail.com Cc: alyssa@amarchitectureny.com Subject: Building Permit Application -47 Roanoke Avenue Good afternoon, The building permit application has been approved by the Building Inspector. Before I can issue the building permit the following items must be submitted to our office, 1. General contractor's contact name (first and last) & phone number. 2. General contractor's valid workers compensation on a NY State Board form (C1O5-2 or U26.3) 3. Building permit fee $630.00 (due once permit is issued and ready for pick-up) 4. Contractor must call UDig NY and get a ticket number. Thank you Laura Laura Petersen Office Assistant Village of Rye Brook 938 King Street Rye Brook, New York 10573 Phone(914)939-0668 1 �� �I: :+irw� �.•�i• •.(�... �`I;�:4'^`y r �fp'"'!`p�'`'�'��►„`'�'f�� �; � it •-`. � �%:o � s -,...:i.. `t '' ., .�h�i'Pi' Ihi•Oi� 14�i0�i'1 1�'�'P�'1 ��.� �di 1�•P�1 �:',. i i�>s . .t:INl�d.'ti ��;4N1�1•YiFa -- s:rk 4N/d+'F2t�- a.?..t1i114P�°•r , � _'1'��I��i��-`tea .. �S'e��ti'��I��i� d .e��'i��1��;=: • .. .. N ••L� Q p •���' �Z .7 y �=� 2 WV O � N 0. 00 as u V Q rr, CNca •• tu ��_s y O •y � «o)�f "App. 0.LO o W E=E ✓� J H Z O vi O 41 a rL ° {., ;,••, > a ° section w w Q z _ W Q O Z •_ _ ••• Via'• _ _ � � _ � � o p ° - a`i s-: - � � W w L O C/) 03 s �, �-• •� (o)>>�w a chi O• CD 7,7 Rj o �n N z 00 u w � y N •�. tom:. �• y •,., O •• "is',', , F •,_ •(�{. F: i 111 1111 '� 1 ,����9 1'��h � `:ea �111��'1''�i�"•�{is+3�'i�,,��xl 8�. _.<(0))J ACOR" CERTIFICATE OF LIABILITY INSURANCE F DATE(MM/DDIYYri) ll.. � 06/07/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACTNAME BIBERK PHONE g44-472-0967 FAx(AIC 203 654 3613 P.O. BOX 113247 E-MAIL o,Ext): (AIC,No) Stamford, CT 06911 ADDRESS: customerservice@biBERK.com INSURER(S)AFFORDING COVERAGE _ NAIC# INSURER A: Berkshire Hathaway Direct Insurance Company 10391 INSURED - - - -- -- - -- - - INSURER B: - -- -- --- - Sheperd &Sheperd Inc. INSURER C: 428 Haviland Hollow Rd. INSURERD: Patterson, NY 12563 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED 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. ILTR TYPE OF INSURANCE N DL SU D POLICY NUMBER MIDDIYYY MIDDY EFF m P LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 CLAIMS-MADE � P OCCUR DAMAGETORENTED REMISES Ea occurrence s 50,000 A N9BP883053 06/06/2024 06/06/2025 MED EXP(Any one person) s 5,000 PERSONAL BADVINJURY $ Included GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY M PRO- JECT LOC PRODUCTS-COMP/OP AGG b 2,000,000 X OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident S UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DIED I RETENTION S $ WORKERS COMPENSATION I PER OTH. AND EMPLOYERS'LIABILITY YIN ATLITER - ANYPROPRI ETORIPARTN ERIEXECUTIVE OFFICERIMEMBER EXCLUDED? NIA E.L.EACH ACCIDENT $ (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S If yes describe under - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S Professional Liability (Errors & Per Occurrence/ Omissions): Claims-Made Aggregate DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) 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 938 King Street ACCORDANCE WITH THE POLICY PROVISIONS. Rye Brook, NY 10573 AUTHORIZED REPRESENTATIVE / 1 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 1 \\ NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) ^A A A A 264800130 h v'.� SHEPERD&SHEPERD INC T/A SERVPRO OF SCARSDALE/MOUNT VERNON 1 645 S.THIRD AVE 2 MOUNT VERNON NY 10550 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER SHEPERD& SHEPERD INC T/A VILLAGE OF RYE BROOK SERVPRO OF SCARSDALE/MOUNT VERNON 938 KING ST. 645 S. THIRD AVE RYE BROOK NY 10573 MOUNT VERNON NY 10550 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W2079 711-4 865815 07/09/2024 TO 07/09/2025 7/22/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2079 711-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT BRENNEN F SHEPERD VICE PRESIDENT HILLARY SHEPERD SHEPERD&SHEPERD INC 2OF2 THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY, NEW YORK STAT S7NCE FUND V DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 289814036 U-26.3 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Tuesday, July 23, 2024 3:16 PM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 07/23/2024 15:15 To: VIL RYE BROOK PRIMARY Transmitted: 07/23/2024 15:15 00026 Ticket: 07234-002-321-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 47 To: Name: ROANOKE AVE Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: FRONT WALK WAY PATIO BACK OF HOUSE AND LEFT SIDE NearSt: WESTVIEW AVE Means of Excavation: HAND TOOLS, BOBCAT Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL PATIO, WALKWAY INSTALL Estimated Work Complete Date: 08/30/2024 Depth of excavation: 48 INCHES Site dimensions Start Date and Time: 08/06/2024 07:00 Must Start By: 08/20/2024 ------------------------------------------------------------------------------ Contact Name: FORREST SHEPERD Company: SHEPERD & SHEPERD INC Addrl: 428 HAVALAND HOLLOW RD Addr2: City: PATTERSON State: NY Zip: 12563 Phone: 914-573-3738 Fax: Email: fsheperd@gmail.com Field Contact: FORREST SHEPERD Alt Phone: 914-573-3738 Working for: CHRISTINE SANDRA ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED NYS THWY AUTH / NY SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 1 0331NVaVnO ION 38V ONV 03SS3800V 80 NMOHS 38 ION AM 'ANV 31 'OM003I d0 AVM d0 S1H018 a0/ONV S1N3VL3sV3 'SN01131HIS38 'SINVN3N00 ANV d0 30N31SIX3 3HI 'INOd38 31111 V d0 IU3N38 3H1 1110H1iM 03NVd3Nd Sim A3mns SIHi 31 (00 'Q331N"Vn0 ION 3dV NMOHS ION 'ANY .11 021003d -10 SIN3w3SV3 80/ONV AVM -10 S1HOld 30 30N3.LSIX3 3HI (a)-N011Y1S iV101 011080m Of SnOOj VdID3dS Y HIM 031Y?10.17d3d SYM A3AanS SlHl (8) 'A3A8ns SIHI -10 I?JVd SV 13S -LON M13M S1N3MNon 43MI00 Al?33dOLid (L) 'NouonM1SN00 30 3dA1 83HIO ANY ONY 'SON10lnn8 Ol SNOI1100Y 'SV3aV ONUNvld SOLLVd 'S100d 'SIIVM ONINIVAN 'S33N33 30 N0410383 3HI 3OInO Ol O30N31NI ION 38V 38Od3N3H1 ONV 3Sn ONV 3SOd8nd 313103dS V 80-1 38V S3Nll AL83dOMd Ni Ol S38n10nNiS 3H1 nOW N0383H NMOHS (SNOISN3V110 80) I3Sd30 3H1 (9) 'A3ANnS SIHI A8 0383AO3 ION 38V S1N3MOVONON3 80 S1N3M3AOHdY1l 3HI 'NMOHS 38V NO ISIX3 S1N3AH3VO83N3 80 S1N3W3AONdVll ONnO8383ONn ANV 3I '03ivmIS3 38 Ism N3110 ONV NMONN SAVMIV ION 38V S1N3VIH3VO83N3 80 SiN3V43AOad1Vl ONn0aO83ONn 30 NOIIV301 3Hi (9) '318VS3.lSNV& ION 38V Nl3a3H SNOIIVOU11830 3Hl (Y) 'dVA A3AanS AaVONn08 SIHI NO 031.Sn N011n111SN1 ONI0N3l 31-1 01 ONV 'A0N30V 1V1N3nN83AOO 3H1 Ol 'ANVdnO3 31111 3Hi 01 '03aVd3W SI dvn kwnS AaVONn08 3HI V40HM 803 SNOS83d Ol 0311VIII SI NOI1VOI311830 3HI 'ONI 'SwAmws ONVI 1VN01SS3308d 3O NOliMOSSV 31V1S NNOA M3N 3HIAG 031dOaV Sk3ANns 0NV1 a03 30113Vad 30 3003 ONIISIX3 1NMWO 3H1 HIM 33NVOa033V Ni 038Vd3bd SVM dVH 3H1 1VHI A31NOIS d" A3mns kdVGNnO8 SIHI NO SNOIIV013IM30 (£) 'NOINIdO ONV NaOM IVN10180 S.80A3mnS 3Hl 30 S31dO3 133a803 ONV anal 3NInN39 3" lV3S 03SS08V43 S,a0A3nanS 3Hl HIM SdM A3mnS AaVONn08 A-INO (Z) 'MVI NOI1V3n03 31VIS NaOA M3N 30 'Z NOISIAIO-8nS '60ZL N01103S d0 NOUVIOIA V Si lV3S S,aokamns ONVI 03SN3011 V ONINY38 dM A3mnS SIHI Ol NOW00V 80 NOLLV631lV O3Zl80H1nVNn W 999Z—'VZM 'ON 80' t?ZOZ/ LC/90 :C13,k3AanS 31VG Ad0)� MAN `J.1Nf10o 631S3HO1S3M 3.1�J J0 NMOl `A00d8 3,lA 3lenlis 099Z 'ON db'W tiZ6l/90/80 :31bd 31iJ 33'da?J31 a31S3HO Jo dew 9 AOM8 `bg aN'd — Z5 S10l 2L90I N2i0J, M3N 'AOOb9 31.2i '3f1N3Ab 3A0Nb'02! 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RoanokeAvenue, BrookDA PROJECT INFORMATION: SCOPE OF WORK: THE E d" add r BEEN IIIESOWRUWARTMAY VILLAGE OF RYE BROOK MUNICIPAL CODE Than dmwtrtgt am an NaYnrnt of wrNts and am tbs property of Ainaa M°ahsdobo RA Than dm-"*a dndgm d d not bn a$ersd nary-oY and OWNER: C'O1Dk1!b.dVpOmtsd or Ytnd�a.any pupew r1lAout arum mtt�tt of NAME: CHRISTINE SCIANDRA PROPOSED EXTERIOR ALTERATIONS • 47 ROANOKE AVENUE FTHESERAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEWPROJECTADDRESS. -NEW REAR PATIO/CONCRETE PADS ATE RYE BROOK,NY -REMOVE/REPLACE REAR AND SIDE WINDOWS/DOORS TELEPHONE: 1-(914}-565-9106 EMAIL: CMS2378 a@MSN.COM an NEW GARAGE DOOR&FRONT DOOR THESE DRAWINGS HAVE BEEN DESIGNED 1N ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW PORK ARCHITECT: GENERAL NOTES: STATE AND THE 2020 RESIDENTIAL CODE OF NEW YORK STATE-APPENDIX J FOR EXISTING BUILDINGS NAME: AMARCHITECTURE LLC-ALYSSA MANFREDONIA ADDRESS: 177A E.MAIN ST.SUITE 337,NEW ROCHELLE NY 10801 1. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE RESIDENTIAL CODE OF NEW YORK STATE AND ALL LOCAL FTHESERAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2020 ENERGY CONSERVATION TELEPHONE: 1-914 20-7445 CODES,ORDINANCES AND REGULATIONS OF AGENCIES HAVING JURISDICTION.ALL CONTRACTORS AND UCTION CODE OF NEW YORK STATE „ ( SUBCONTRACTORS ARE TO COMPLY WITH ALL O.S.H.A.REQUIREMENTS PERTAINING TO THEIR WORK. EMAIL: ALYSSA@AMARCHITECTURENY.COM 2. THE GENERAL CONTRACTOR(G.C.)AND ALL SUBCONTRACTORS ARE TO PROVIDE ALL LABOR MATERIALS,TOOLS, EQUIPMENT,SCAFFOLDING,SUPPLIES,LAYOUT AND SERVICES NECESSARY TO EXECUTE AND COMPLETE ALL WORK AS N REQUIRED TR CTD BY THE CONSTRUCTION ACCORDANCE WITH THE MANUFACTURER'S ACTURER'SESS OTHERWISE LATEST WRITTEN NSTRUCTIONSWHETTION HER R NOT SPS TO BE ECIFICALLY ALLY CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA � LOCATION MAP: NOT TO SCALE NOTED ON THE DRAWINGS, o 3. THE G.C.AND ALL SUBCONTRACTORS ARE TO FAMILIARIZE THEMSELVES WITH ALL APPLICABLE CODES AND REGULATIONS 2020 RESIDENTIAL CODE OF NEW YORK STATE •� IN REGARDS TO THEIR WORK FOR THEY WILL BE RESPONSIBLE FOR SAME. GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER FLOOD AIR MEAN 4. THE G.C.IS TO FILE WORKERS COMPENSATION WITH THE DEPARTMENT OF BUILDINGS. SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN WEATHERING FROST LINE TERMITE DESIGN UNDERLAYWNT H42ARDS FREEZING ANNUAL 5. THE G.C.IS TO OBTAIN AND PAY FOR THE BUILDING PERMIT.THE SUBCONTRACTORS ARE TO PAY FOR AND OBTAIN PERMIT LOAD(PSF) (MPH) EFFECTS REGION I DEBRIS ZONE CATEGORY DEPTH TEMP REQUIRED INDEX TEMP. REQUIRED IN CONNECTION WITH THEIR WORK. 30 120 NO YES NO B SEVERE 42' MODERATE 15deg.F YES SEE 1500 52deg.F a) �i) . °- 6. THE G.C.AND SUBCONTRACTORS ARE TO ARRANGE FOR AND AND PAY ALL FEES IN CONNECTION WITH ALL REQUIRED TO HEAVY BELOW w 6 ` dry+�•� i INSPECTIONS, A.FIRST ATE OF ADOPTION JULY 8 1�0 a1w1i3K t° ` 7. PLANS ARE SUBJECT TO CHANGES AS DIRECTED BY THE DEPARTMENT OF BUILDINGS.3�.,�, ,; t .T�7 ; B.DATE OF FLOOD INSURANCE STUDY JAN.211998 8. THE G.C.AND SUBCONTRACTORS ARE TO REVIEW THE CONSTRUCTION DOCUMENTS,SPECIFICATIONS,NOTES AND C.MAPPANEL NUMBERS 36119CO3D7F THROUGH 36119CO338F EFFECTIVE SEPT28.2007 14-1 ADDENDUMS THOROUGHLY TO DETERMINE THE EXTENT OF WORK UNDER THEIR TRADE AND THE WORK OF OTHER o S��"I�w TRADES REQUIRING COORDINATION,FOR THEY WILL BE RESPONSIBLE FOR SAME.THE ARCHITECT WILL CLARIFY ANY •c 1� �N � ��� -�� t DISCREPANCIES OR CONTRACTOR QUESTIONS IN WRITING PRIOR TO BID SUBMISSION. SMOKE DETECTOR NOTES: CARBON MONOXIDE ALARM NOTES: a) > jit 9. DO NOT SCALE DRAWINGS.USE COMPUTED DIMENSIONS ONLY.IF ANY DISCREPANCIES ARE FOUND,NOTIFY ARCHITECT c _ 1 A FOR CLARIFICATION PRIOR TO PROCEEDING WITH WORK. y �dis;e � PROVIDE DETECTORS AS PER SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PROVIDE DETECTORS AS PER SECTION R314 OF THE ZOZO RESIDENTIAL CODE OF X 8 I 10. ALL DIMENSIONS AND LOCATIONS AS INDICATED ON THE DRAWINGS ARE TO BE CONSIDERED AS REASONABLY CORRECT DEVICES TO BE LOCATED AS FOLLOWS NEW YORK STATE t 141 3E" `N�SWl�1��t A� � ;'I BUT IT IS UNDERSTOOD THAT THEY ARE SUBJECT TO MODIFICATION AS MAY BE NECESSARY OR DESIRABLE AT THE TIME DEVICES To BE LOCATED AS FOLLOWS t 1. ONE FOR EACH SLEEPING ROOM Mid OF INSTALLATION TO MEET ANY UNFORESEEN OR OTHER CONDITIONS. 2. ONE DIRECTLY OUTSIDE EACH SLEEPING ROOM 1. ONE FOR EACH STORY HAVINGA SLEEPING AREA O kid 11. THE G.C.AND ALL SUBCONTRACTORS ARE TO INVESTIGATE THE JOB SITE AND ALL EXISTING CONDITIONS PRIOR TO 3. ONE FOR EACH STORY INCLUDING BASEMENT 2. ONE FOR EACH STORY ACRE FUEL FIRED APPLIANCES AND EQUIPMENT OR ATTACHED GARAGES ARE LOCATED O I� SUBMITTING BIDS AND START OF CONSTRUCTION.ALL EXISTING CONDITIONS AND DIMENSIONS TO BE FIELD VERIFIED. Q) L DEVICES LOCATED IN AREAS WHERE INTERIOR WALL OR CEEM FINISHES ARE NOT REMOVED TO DEVICES LOCATED IN AREAS WHERE INTERIOR WALL OR CEILING FINISHES ARE NOT REMOVED TO EXPOSE THE N Cc O DISCREPANCIES AND UNCOVERED CONDITIONS NOT ADDRESSED SHOULD BE BROUGHT TO THE ATTENTION OF THE EXPOSE THE STRUCTURE CAN BE BATTERY OPERATED AND ARE NOT REQUIRED TO BE STRUCTURE CAN BE BATTERY OPERATED AND ARE NOT REQUIRED TO BE INTERCONNECTED.ALARMS MUST BE LOCATED s r� OWNER AND THE ARCHITECT. INTERCONNECTED,EXCEPT THAT INTEROONrECTKOJ IS REQUIRED IF THE ROOMS CAN BE ACCESSED WITHIN 10 FEET OF ANY BEDROOM DOOR AND MUST HAVE A DOTAL READ-OUT O 12. ALL WORK IS TO BE PERFORMED IN A NEAT,PROFESSIONAL MANNER BY SKILLED MECHANICS. THROUGH THE ATTIC FLOOR 0 m .. 13. THE G.C.AND OTHER SUBCONTRACTORS ARE TO BE RESPONSIBLE FOR THE PROPER PERFORMANCE OF THEIR WORK, O W ti COORDINATION WITH OTHER TRADES.METHODS,SAFETY AND SECURITY ON THE SITE AT ALL TIMES.SPECIAL ATTENTION O Ve TO SAFETY IS TO BE PROVIDED DURING ALL REQUIRED DEMOLITION WORK.THE ARCHITECT AND THE ARCHITECTSAGENTS ARE NOT RES Aye I� 3,.J`3A s' CONTRACTORS FROM ANYNSIBLE CLAI S,LOSSES,SUITS,OROR LIABLE FOR THEB LEGAL ACTIONS ARISING FROM THE CONTRACTORSVE AND IS HELD HARMLESS AND INDEMNIFIED BY�L 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS d Rye Brook , O JRa, �►� A PERFORMANCE OF THE WORK ON THIS PROJECT. 5•`,2A 'INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT OWNER: , v I, 14. THE G.C.IS TO RETAIN THE SERVICES OF A LICENSED LAND SURVEYOR AND PAY THE FEE TO LOCATE AND STAKE THE CLIMATE ZONE: 4A Christine Sciandra .51v 4��1 P+ PROPOSED STRUCTURE(S).THE LAND SURVEYOR IS TO ESTABLISH THE GRADE DATUM(S)IN ACCORDANCE WITH THE REQUIRED: FENESTRATION SKYLIGHT GLAZED CEILING WALL FRAME MASS FLOOR BASEMENT SLAB CRAWL 47 Roanoke Ave,Rye Brook 13 CONSTRUCTION DOCUMENTS.-IF REQUIRED IN SCOPE OF WORK U-FACTOR U-FACTOR FENESTRATION R-VALUE WALL WALL R-VALUE WALL FLOOR&DEPTH SPACE r.nWCc po `t A 15. THE G.C.IS TO NOTIFY THE BUILDING DEPARTMENT AT LEAST 24 HOURS PRIOR TO THE POURING OF CONCRETE SHGC R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE AFOOTINGS. R-to/2-FT. REVISIONS: 16. THE G.C.IS TO SECURE AND PAY FEES FOR THE CERTIFICATE OF OCCUPANCY AFTER COMPLETION OF THE WORK AS o32 oss 0.4 R-49 R-21 R-e/13 R-19 R-10/13 R-10/13 SUBJECT PROPERTY: INDICATED ON THE CONSTRUCTION DOCUMENTS,ADDENDA'S AND OTHER APPROVED CHANGE ORDERS.SUBMIT COPIES 47 ROANOKE AVE PRo1�osEo: FENESTRATION SKYLIGHT GLAZED CEILING WALL FRAME MASS FLOOR BASEMENT SLAB CRAWL OF THE CERTIFICATE OF OCCUPANCY TO THE OWNER PRIOR TO SUBMITTING FOR FINAL PAYMENT. U-FACTOR U-FACTOR FENESTRATION R-VALUE WALL WALL R-VALUE WALL FLOOR&DEPTH SPACE P • / RYE BROOK NY N 17. NO EXTRA CHARGES WILL BE ACCEPTED DUE TO AN INCOMPLETE FIELD OBSERVATION BY THE G.C.AND ALL SHGC R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE ri ntkey/Taxl D: 141.35-1-19 SUBCONTRACTORS,EXCEPT FOR HIDDEN CONDITIONS AS DETERMINED BY THE ARCHITECT. 18. THE OWNER AND/OR THE ARCHITECT RESERVES THE RIGHT TO REQUEST SUBMITTALS AND/OR SHOP DRAWINGS FOR °�2 N/A o.4 "TYPE TO `TYPE TO WA N/A N/A N/A N/A Zone: R2-F APPROVAL ON ANY AND ALL ITEMS SPECIFIED ON THE DRAWINGS INCLUDING BUT NOT LIMITED TO STRUCTURAL STEEL, FILL FILL STEEL REINFORCEMENT,DOOR HARDWARE,PLUMBING AND ELECTRICAL FIXTURES AND HVAC EQUIPMENT.THE CONTRACTOR MUST SUBMIT(3)COPIES OF EQUIPMENT AND FIXTURE CUTS ON ITEMS THAT THE CONTRACTOR IS NOTES REQUESTING TO SUBSTITUTE FOR THE ITEMS SPECIFIED ON THE DRAWINGS. NOTE AS PER R503.1.1-ALL EXTERIOR WALLS EXPOSED DURING CONSTRUCTION 1. ALL NEW WINDOWS SHALL HAVE INSULATED GLASS 19. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE TO GUARANTEE WORK UNDER THEIR CONTRACT TO RECEIVE REQUIRED INSULATION TYPE TO'FILL CAVITY' Z ALL NEW DOORS SWILL BE FULLY WEATHER STRIPPED INCLUDING PARTS AND LABOR FOR A PERIOD OF ONE(1)YEAR FROM THE DATE OF THE OWNERS FINAL ACCEPTANCE. 3. PROVIDE CAULKING AROUND ALL DOORS AND WINDOWS TO PREVENT AIR INFILTRATION INTO BUMING 20. THE ARCHITECT HAS NOT BEEN RETAINED TO PERFORM WORK DURING CONSTRUCTION OF A PROJECT AND ASSUMES NO NOTE AS PER N1109.1,t-ALL EXISTING CAVITIES(FLOORS.CEILINGS WALLS)EXPOSED 4. PROVIDE CAULKING AROUND ALL FLOOR&CEILING PENETRATIONS(MEOWtCAL,PLUMBING AND ELECTRICAL) RESPONSIBILITY FOR INSPECTIONS,CHANGES IN DESIGN OR CONSTRUCTION MEANS AND METHODS. DURING CONSTRUCTION TO RECEIVE REQUIRED INSULATION TYPE TO'FILL CAVTrr 5. ALL NEW INSULATIONS TO BE FIBERGLASS BATT.WITH FOIL FACED VAPOR BARRIER SEAL: Village of Rye Brook 7-ft ��REo�otii A ^ I ac ur ' R Taw hoard F1 D L-/7 00:NE�H r..�....�_. JUL 2024 E ARCHITECTS ALYSSA MARIE AAANFREDONIA 3 TITLE/GENERAL INFO E BROOK B U IL D I Iry�7 1)E PA x f t B M N i ORIGINAL PLAN DATE: 07.02-2024 JOB NO:2405 EMAWING NO. A-01 LEGEND AND SYMBOLS: GENERAL NOTES: CONCRETE: MASONRY: 1. CONCRETE IS TO BE CONTROLLED STONE CONCRETE COMPLYING WITH A.C.L.318 BUILDING CODE 1. STONE AND CONCRETE MASONRY WALLS SHALL CONFORM TO THE WOODAPLASTICS: EXISTING WALL REQUIREMENTS.CONCRETE IS TO HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000 RECOMMENDED PRACTICE FOR ENGINEERED BRICK MASONRY.LATEST EDITION 1. ALL FRAMING SHALL BE DONE IN ACCORDANCE WITH THE PSI AT 28 DAYS.CONCRETE FOR GARAGE SLABS,CARPORT SLABS,SON-0-TUBE FOOTINGS,STEPS BY STRUCTURAL CLAY PRODUCTS INSTITUTE,AND*SPECIFICATIONS FOR THE LATEST EDITION OF THE'NATIONAL DESIGN SPECIFICATION PORCH SLABS AND SIDEWALKS EXPOSED TO WEATHER IS TO BE MINIMUM 3500 PSI CLASS'S' DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY"BY FOR STRESS GRADED LUMBER AND ITS FASTENINGS"AS NEW WALL 'AIR-ENTAINED'CONCRETE.SEE FOUNDATION PLANS FOR LOCATIONS OF CONCRETE WITH A NATIONAL CONCRETE MASONRY ASSOCIATION. PUBLISHED BY THE NATIONAL LUMBER MANUFACTURERS HIGHER COMPRESSIVE STRENGTH. 2. ALL UNITS SHALL BE PLACED IN RUNNING BOND,EXCEPT WHERE INDICATED. ASSOCIATION. 2. CONCRETE IS TO BE PLACED IN CONFORMANCE WITH A.C.I.304.LATEST ADDITION.CONCRETE 1S 3. CONCRETE MASONRY UNITS(CMU)ARE TO BE GRADE'N',TYPE'I'CONFORMING 2. ALL LUMBER MATERIALS USED IN THE BUILDING SHALL BE WALL TO BE DEMOLISHED NOT TO BE SUBJECT TO DROPS OF MORE THAN 5-0'. TO THE A.S.T.M.C-00,"HOLLOW LOAD BEARING UNITS'.CMU WIDTHS FOR WALL GOOD,SOUND,DRY MATERIAL,FREE FROM LARGE AND LOOSE 3. ALL POURS ARE TO BE TERMINATED BY FORMS.PROVIDE KEY WAYS AS INDICATED ON THE THICKNESS'AS INDICATED ON THE DRAWINGS.PROVIDE CORNER SASH,HALF KNOTS,SHAKES AND OTHER IMPERFECTIONS WHEREBY THE DRAWINGS AND AS DIRECTED BY THE ARCHITECT. HEIGHT AND ALL OTHER TYPES OF CMU REQUIRED TO COMPLETE MASONRY STRENGTH MAY BE IMPAIRED AND OF SIZED INDICATED ON 4. ALL CONCRETE IS TO BE FORMED,UNLESS OTHERWISE APPROVED BY THE ARCHITECT. WALLS AS INDICATED. DRAWING. Thom draa"t"r.we an w.+aaa»m of w.+af and are As Finaw,of Abuc 5. OBTAIN CONCRETE MANUFACTURER'S CERTIFICATES OF COMPLIANCE SHOWING CONCRETE 4. FACE BRICK IS TO BE OF TYPE,SIZE AND COLOR AS INDICATED ON THE 3. ALL WORKMANSHIP INCLUDING NAILS,BLOCKING,BRIDGING "`°"'"°°"°"'""'dm..mr usfora""not be°"'"°ma"y wr pad • cmafa:b.e d�mtfd a o.medad for any pawpeu auovr vrttf"�ofEXISTING DOOR CLASS,AGGREGATE SIZES,ADDITIVES USED AND FIBER MESH REINFORCEMENT(IF APPLICABLE). DRAWINGS CONFORMING TO A.S.T.M.C 216'FACING BRICK(SOLID MASONRY ETC.SHALL CONFORM TO THE NYSUFPBC. Aly^m A%*id0A1e 6. THE FOUNDATION SUBCONTRACTOR IS TO OBTAIN CONCRETE TEST CYLINDERS FOR EACH CLASS UNITS MADE FROM CLAY OR SHALE). 4. PROVIDE LEDGER BOARDS,BLOCKING,NAILER$AND ROUGH OF CONCRETE SPECIFIED.TAKE TWO(2)CYLINDERS EACH FOR EACH 150 CU.YDS.OR FRACTIONS 5. MANUFACTURER:OBTAIN ALL CMU FROM ONE MANUFACTURER BEING OF FRAAANG HARDWARE AS REQUIRED. PROJECT: NEW DOOR THEREOF.TEST ONE(1)CYLINDER AT SEVEN(/)DAYS AND ONE(1)CYLINDER AT 28 DAYS. UNIFORM SIZE,COLOR AND TEXTURE FOR EACH CMU TYPE REQUIRED FOR 5. PROVIDE ALL REQUIRED 2 X FIRE BLOCKING AS SPECIFIED IN o. CYLINDER TESTS TO BE PERFORMED BY A CERTIFIED TESTING LABORATORY.TEST REPORTS ARE EACH CONTINUOUS AREA AND EACH VISUAL RELATED AREAS. SECTION 602.8 OF RESIDENTIAL CODE OF NEW YORK STATE. TO INCLUDE CONCRETE CLASS,SLUMP,GAGE AND LOCATION OF CONCRETE.SUBMIT THREE(J) 6. MORTAR IS TO BE TYPE'S'MORTAR IN CONFORMANCE WITH A.S.T.M.C-270 WHERE PARTITIONS ARE TALLER THAN 8'4",INSTALL 2X FIRE COPIES OF TEST REPORTS TO THE ARCHITECT FOR REVIEW AND APPROVAL 'MORTAR FOR UNIT MASONRY".AVERAGE COMPRESSIVE STRENGTH TO BE 1800 BLOCKING"CATS'AT MID POINT. DOOR TO BE DEMOLISHED 7. THE FOUNDATION SUBCONTRACTOR IS TO SUBMIT FOUR(4)COPIES OF THE STEEL PSI AT 28 DAYS. 6. ALL NEW LUMBER SHALL BE DOUGLAS FIR#2 OR BETTER,WITH REINFORCEMENT SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL.THE SHOP DRAWINGS ARE 7. ALL MASONRY WALLS TO BE PROPERLY SHORED AGAINST WIND AND OTHER MIN.FB=875 PSI AND E 1,500,000 PSI. TO INDICATE REINFORCEMENT TYPE,SIZES,QUANTITIES,PLACEMENT AND ALL BENDS AND LAPS LATERAL LOADS UNTIL FLOOR AND ROOF CONSTRUCTION IS COMPLETELY 7. ALL LUMBER SHALL BEAR VISIBLE GRADE STAMPING AND BE FOR ALL FOUNDATION REINFORCEMENT AS INDICATED ON THE DRAWINGS. INSTALLED.THE G.C.IS TO ASSUME FULL RESPONSIBILITY FOR MASONRY WALL KILN DRY. X 8. ALL REINFORCEMENT IS TO BE DEFORMED BARS OF INTERMEDIATE GRADE NEW BILLET STEEL STABILITY. 8. ALL BEAMS,JOISTS AND RAFTERS TO BE SET WITH NATURAL WALL TAG A-015 GRADE.60 BENDS IN REINFORCEMENT ARE TO BE SHOP FABRICATED.FIELD BENDS WILL 8. PROVIDE ALL ANCHOR BOLTS WITH NUTS AND WASHERS,IN SIZES AND CROWN UP. NOT BE PERMITTED. QUANTITIES INDICATED ON THE DRAWINGS,THAT ARE TO BE EMBEDDED INTO 9. PROVIDE DOUBLE RAFTERS AND HEADERS AROUND ALL ROOF 9. ALL REINFORCEMENT STEEL IS TO BE SECURELY WIRED TOGETHER IN THE FRAMEWORK.TWO MASONRY.ANCHOR BOLTS ARE TO CONFORM TO THE STANDARDS OF A.S.T.M. SKYLIGHTS UNLESS OTHERWISE NOTED ON PLANS. WAY MATS OF STEEL ARE TO BE TIED AT ALTERNATE INTERSECTIONS BOTH WAYS. A-307. 10. PROVIDE(2)2X8 MINIMUM HEADER WHERE ROUGH OPENING 10. THE FOUNDATION SUBCONTRACTOR IS TO PROVIDE HIGH CHAIRS,SPACERS,SUPPORTS,ETC.AS 9. COORDINATE INSTALLATION OF ALL EMBEDMENTS PROVIDED BY OTHER DOES NOT EXCEED Y-0'. 5 SMOKE DETECTOR NECESSARY FOR THE PROPER PLACEMENT OF THE REINFORCEMENT STEEL TRADES. 11. PLYWOOD FOR SUBFLOOR SHEATHING SHALL BE 3/4'AND 5/8' �--� -HARDWIRE&BATT.BACK-UP 11. PROVIDE CLEARANCES FROM FACES OF CONCRETE TO REINFORCEMENT AS FOLLOWS: 10. CONSTRUCT ALL OPENINGS,SLEEVES,CHASES,ETC.REQUIRED BY OTHER EXTERIOR ON WALLS AND ROOF SURFACES APA C-C PLUGGED (� •CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH-3' TRADES AS INDICATED ON THE DRAWINGS. EXTERIOR OR APA UNDERLAYMENT EXTERIOR.INDEX STAND •EXPOSED TO EARTH OR WEATHER(#!5 BARS OR SMALLER)-1 1/Y 11. MORTAR JOINTS ARE TO BE STRAIGHT AND LEVEL.,OF A UNIFORM THICKNESS SHALL BE VISIBLE ON ALL SHEETS. V) •EXPOSED TO EARTH OR WEATHER(#S BARS OR GREATER}-2' AND DEPTH.THICKNESS TO BE BETWEEN 3/8'AND Mt.JOINTS AT 12. PLYWOOD SHALL BE NAILED TO JOISTS WITH 8D COMMON C CARBON MONOXIDE DETECTOR .NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH: INTERSECTING CORNERS MUST MEET. NAILS AT 6"O.C.AT EXTERIOR EDGES AND 12"O.C.AT W/DIGITAL READ-OUT •SLABS,WALLS AND JOISTS lid, 12. AS WORK PROGRESSES,INSTALL ALL BUILT IN ITEMS SPECIFIED ON THE INTERMEDIATE SUPPORT. 0 •BEAMS,GIRDERS,COLUMNS DRAWINGS AND IN THE SPECIFICATIONS. 13. USE PLY CLIPS OR OTHER EDGE SUPPORT FOR ALL PLYWOOD •(PRINCIPAL REINFORCEMENT,TIES,STIRRUPS OR SPIRALS)-1 11T 13. GROUT FOR FILLING CMU CORES SOLIDLY IS TO BE TYPE'M'OR TYPES' SHEATHING. 12. LENGTH OR REINFORCEMENT SPLICES ARE TO CONFORM TO A.C.I.BUILDING CODE MORTAR IN CONFORMANCE WITH A.S.T.M.C-476'GROUT FOR UNIT MASONRY'. 14. PLACE FACE GRAIN IN DIRECTION OF SPAN(TRAVERSE TO 75 CFM MECH.EXHAUST FAN-CONNECT TO SEPARATE REQUIREMENTS,BUT IN NO CASE ARE THE SPLICES TO BE LESS THAN 30 BAR DIAMETERS OR AS 14. FILL CMU CORES SOLIDLY WITH GROUT A MINIMUM OF THREE(3)COURSES JOIST SPAN). ^^,, SWITCH DUCT TO EXTERIOR OTHERWISE APPROVED BY THE ARCHITECT. UNDER EACH LINTEL,BEARING PLATES,EMBEDMENTS OR OTHER SIMILAR 15. LEAVE 1/16'SPACE AT ALL PLYWOOD PANEL AND JOINTS AND W 13. WELDED WIRE FABRIC IS TO CONFORM TO A.S.T.M.SPECIFICATION A-185. CONDITIONS,UNLESS OTHERWISE NOTED. 1/8"SPACE AT ALL PANEL EDGE JOINTS. 4-J 14. ALL SLABS ON GRADE ARE TO BE REINFORCED WITH WELDED WIRE FABRIC 314'DOWN FROM THE 15. PROVIDE PRECAST REINFORCED CONCRETE LINTELS AS INDICATED ON THE 16. JOIST HANGERS,FRAMING ANCHORS AND RAFTER ANCHORS w ELEVATION MARKER TOP OF SLAB,AND OVER ANY PIPES OR CONDUITS IN THE SLAB.SIZE AND TYPE TO BE AS DRAWINGS.AT THE OPTION OF THE G.C.STEEL ANGLES OR STEEL BEAM SHALL BE HOT DIPPED GALVANIZED,'ZMAX"GALVANIZED Q INDICATED ON THE DRAWINGS,BUT IN NO CASE IS THE W.W.F.TO BE LESS THAN 6X6-1M.4MIIA LINTLES,PROPERLY SIZED FOR THE REQUIRED LOADS,MAY BE USED.ALL COATED OR STAINLESS STEEL FOR PRESSURE TREATED W.W.F.FOR 4"SLABS AND 6X6 W2.9W2.9 W.W.F.FOR 6'THICK SLABS. LINTELS TO BEAR A MINIMUM OF 4'ONTO SUPPORTS. LUMBER AS MANUFACTURED BY"SIMPSON'OR APPROVED 15. FIBER MESH REINFORCEMENT INTEGRAL WITH THE CONCRETE MIX MAY BE SUBSTITUTED WITH 16. PROVIDE SPANDREL WATERPROOFING AT ALL SPANDREL GIRDERS,STEEL EQUAL.AND INSTALLED ACCORDING TO MANUFACTURER'S 0 ELEVATION W.W.F.IN 4'SLABS ON GRADE, LINTELS,DOOR AND WINDOW HEADS,AND WHERE EVER ELSE INDICATED ON DIRECTIONS. 0 16. W.W.F.IS TO LAP ONE FULL MESH SQUARE AT ALL SIDES AND END LAPS AND BE WIRED TOGETHER. THE DRAWINGS.USE FABRIC FLASHING AS MANUFACTURED BY'NERVASTRAL' 17. METAL CROSS BRIDGING SHALL BE GALVANIZED STEEL AS X ELEVATION NUMBER 17. THICKNESS'AND REINFORCEMENT OF STRUCTURAL SLABS ON GRADE DUE TO SPECIAL LOADING TYPE SEAL PRUF HD OR AN APPROVED EQUAL.INSTALL AS PER MANUFACTURED BY'TECO',-SIMPSON'OR APPROVED EQUAL, W REQUIREMENTS SHALL BE NOTED ON THE DRAWINGS. MANUFACTURER'S INSTRUCTIONS. AND INSTALLED ACCORDING TO MANUFACTURER'S 4-J A-X.XX DRAWING NUMBER 18. POUR SLABS ON GRADE IN ALTERNATING LANE(CHECKERBOARD)PATTERNS NOT TO EXCEED 800 17. PROVIDE VERTICAL AND HORIZONTAL CONTROL AND EXPANSION JOINTS IN ALL DIRECTIONS. X S.F.IN AREA OR MORE THAN 40 FEET IN LENGTH BETWEEN CONSTRUCTION OR EXPANSION JOISTS. EXTERIOR MASONRY WALLS.MAXIMUM SPACING TO BE 20'-0'O.C.PROVIDE 18. PROVIDE X BRIDGING OR SOLID BLOCKING EVERY 8'-0'. W PROVIDE DIAMOND SHAPED ISOLATION JOINTS AT ALL INTERIOR COLUMNS.EXPANSION JOINTS CONTROL AND EXPANSION JOINTS EVEN IF NOT SPECIFIED IN THE DRAWINGS. BOTTOM ENDS OF BRIDGING WALL SHALL NOT BE NAILED UNTIL Mid ARE TO BE MADE FROM PRE FORMED ASPHALT IMPREGNATED FIBERBOARD. 18. CAULKING FOR CONTROL AND EXPANSION JOINTS TO BE G.E.SILICONE BASE AFTER ENTIRE STRUCTURE IS COMPLETE. O DETAIL 19. PLACE A MINIMUM OF 4"CRUSHED STONE UNDER ALL SLABS ON GRADE, SEALANT OR AN APPROVED EQUAL INSTALL WITH APPROPRIATE FOAM BACKER 19. POROBVIDE DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO JTS. ^' _. O X DETAIL NUMBER 20. INSTALL 6 MIL.MINIMUM OF 6'AND TAPE.ENE VAPOR BARRIER UNDER ALL SLABS ON GRADE.LAP ENDS A ROD IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.19. ALL MASONRY WORK IS TO BE EINFORCED WITH GALVANIZED"DUR-0 WAL" 20• WHERE SHEATHING IS NOT PLYWOOD,DIAGONAL BRACING W(f� c A-XXX DRAWING NUMBER 21. PROVIDE EXPANSION JOINTS BETWEEN ALL SLABS AND VERTICAL SURFACES,BETWEEN SIDEWALK JOINT REINFORCEMENT EVERY 2ND BLOCK COURSE UNLESS OTHERWISE SHALL BE LET IN AT EXTERIOR CORNERS OR BRACE CORNERS SLABS AND CURBS,SIDEWALK SLABS AND EXTERIOR WALLS AND IN SIDEWALK SLAB SPACED NOTED.MUR-OWAL'IS TO BE PLACED IN THE FIRST AND SECOND BED JOINTS WITH 518'CDX PLYWOOD 4'-0'IN EACH DIRECTION. O O MAXIMUM OF 10'-0"O.C. ABOVE AND BELOW OPENINGS AND IN EVERY 2ND BED JOINT THROUGH OUT 21. CORNER BOARDS,FASCIA BOARDS,DOOR AND WINDOW W 22. PROVIDE 1/4'X 1'DEEP SAW CUTS(CUT INTO SLABS WITHIN 24 HOURS OF POUR)OR FORMED REMAINDER OF WAIL.REINFORCING IS TO OVERLAP 6'MINIMUM. CASINGS,AND DECORATIVE WOOD ITEMS SHALL BE WOOD 5/4' 0 _ DOOR NUMBER JOINT FILLED WITH SEALER AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE 20. FOR BRICK OR CMU VENEERS WITH STUD WALL BACKUP,USE CORRUGATED OR 314'NO.1 PINE OF SIZE,STYLE AND DESIGN AS INDICATED D' ARCHITECT. i GALVANIZED BRICK TIES SCREWED TO STUDS AT MAXIMUM SPACING OF 24'O.C. ON THE DRAWINGS.BACK PRIME PAINTED TRIM. ^ 23. THE FOUNDATION CONTRACTOR IS TO ASCERTAIN THE LOCATIONS OF ALL SLEEVES,INSERTS, VERTICALLY AND 16'O.C.HORIZONTALLY.(1 TIE PER 3 S.F.OF VENEER FACE 22• EXTERIOR WOOD POSTS SHALL BE PRESSURE TREATED WOOD, ANCHOR BOLTS AND EMBEDMENTS REQUIRED BY ALL OTHER TRADES.SUCH EMBEDMENTS ARE AREA MAXIMUM). SET ON APPROVED TYPE HEAVY DUTY GALVANIZED METAL A WINDOW TYPE TO BE CHECKED FOR COMPLETENESS AND PROPER LOCATION PRIOR TO CONCRETE BEING 21. PROVIDE"KOR-FIL'INSULATION IN ALL CMU WALLS EXPOSED TO THE EXTERIOR BASE,ANCHORED IN CONCRETE.BOXED FINISH TO MATCH OWNER: Y 1f X PLACED. 22. THE CONTRACTOR IS TO PROTECT ALL MASONRY WALLS FROM COLD WEATHER WOOD TRIM. Christine Saandra s 24. NOTIFY THE BUILDING DEPARTMENT AT LEAST 24 HOURS PRIOR TO THE PLACEMENT OF INSTALLATIONS TO PREVENT MORTAR FROM FREEZING. 23. WOOD PLATES AND SILLS IN CONTACT WITH CONCRETE CONCRETE FOOTINGS FOR REQUIRED INSPECTIONS. FIRE/SMOKE DETECTION: FOUNDATION WALLS AND CONCRETE SLABS SHALL BE 47 Roanoke Ave,Rye Brook SCOPE OF WORK TAG 25. CURING OF CONCRETE IS TO START AS SOON AS THE FINISHES WILL NOT BE MARRED THEREBY 1. SMOKE DETECTING ALARMS ARE TO BE INSTALLED IN EACH PRESSURE TREATED WOOD. DELAYING THE CURING PROCESS WILL NOT BE PERMITTED. SLEEPING ROOM,OUTSIDE EACH SLEEPING AREA AND EACH 24. PRESSURE PRESERVATIVES TREATMENT FOR WOOD SHALL BE 26. ALL COLD WEATHER CONCRETE TO BE PERFORMED IN ACCORDANCE WITH ALL FLOOR PER SECTION R317 OF THE RESIDENTIAL CODE OF NEW APPROVED BY LOCAL AUTHORITIES HAVING JURISDICTION. REVISIONS: cm:) PLU MBING TAG RECOMMENDATIONS OF THE A.C.I.PROVIDE AND INSTALL TEMPORARY INSULATING BLANKETS AS YORK STATE,N.F.PA#72 AND ALL OTHER APPLICABLE CODES 25. PROVIDE(3)2'X6'SPIKED AT BEARING POINTS OF ALL TRIPLE REQUIRED TO PROTECT CONCRETE FROM FREEZING.CORROSIVE ADMD(TURES SUCH AS THOSE AND REQUIREMENTS HAVING JURISDICTION. FRAMING MEMBERS UNLESS OTHERWISE NOTED. CONTAINING CALCIUM CHLORIDE MAY NOT BE USED. 2. CARBON MONOXIDE DETECTORS AS REQUIRED BY THE 26. ALL LUMBER FOR EXTERIOR DECKS AND LUMBER IN CONTACT 27. PROVIDE NON-SHRINK GROUT UNDER ALL LEVELING PLATES AND BEARING PLATES. RESIDENTIAL CODE OF NEW YORK STATE AND LOCAL CODES AND WITH CONCRETE SURFACES SHALL BE PRESSURE TREATED. EXX EQUIPMENT TAG 28. APPLY TROWEL FINISH TO ALL MONOLITHIC SLAB SURFACES EXPOSED TO VIEW OR RECEIVING ORDINANCES ARE TO BE INSTALLED IN THE IMMEDIATE VICINITY FLOORING.VARIATIONS IN FLOOR SLABS ARE NOT TO EXCEED 1/8"IN 1V-W UNLESS SLAB PITCHES OF BEDROOMS ON THE LOWEST FLOOR OF THE DWELLING UNIT TOWARD FLOOR DRAIN. CONTAINING BEDROOMS.AT LEAST ONE(1)CARBON MONOXIDE X 29. APPLY NON-SLIP BROOM FINISHES TO ALL EXTERIOR WALKS,GARAGE FLOORS AND ELSEWHERE DETECTOR SHALL BE PROVIDED IN EACH DWELLING UNIT.CO FINISH TAG AS INDICATED ON THE DRAWINGS. ALARMS ARE TO COMPLY WITH UL 2034-2002(SINGLE AND 30. INSTALL CONCRETE SLAB SEALER TO ALL INTERIOR SLABS EXPOSED TO VIEW NOT RECEIVING MULTIPLE STATION CARBON MONOXIDE ALARMS,SECOND FINISHES TO PREVENT DUSTING U.O.N. EDITION. ABBREVIATIONS: AIC AIR CONDITIONING CLR. CLEAR EQUIP. EQUIPMENT GEN. GENERAL MTD. MOUNTED QUAN. QUANTITY S SMOKE DETECTOR ACOUS. ACOUSTICAL CLR.OPG. CLEAR OPENING EXH. EXHAUST GL. GLASS OR GLAZED MUL. MULLION RIA RETURN AIR STOR. STORAGE SEAL: ACOUS.T ACOUSTICAL TILE COL. COLUMN EXIST. EXISTING GYP. GYPSUM M.TH. METAL THRESHOLD RAD. RADIUS TECH. TECHNICALQ�C ADJ. ADJUSTABLE CONC. CONCRETE EXPAN. EXPANSION EXPOS GWB. GYPSUM WALL BOARD MIC. MICROWAVE RECEP. RECEPTACLE TEL. TELEPHONE ALUM. ALUMINUM CONN. CONNECT EXT. EXTERIOR HGT. HEIGHT (N) NORTH REFF. REFERENCE TEMPD. TEMPERED ALT. ALTERNATE CONST. CONSTRUCTION ELECT. ELECTRICAL H.M. HOLLOW METAL N. NEW REF REFRIGERATOR TEMP.GL. TEMPERED GLASS ANOD. ANODIZED CONT. CONTINUOUS F.ALM. FIRE ALARM HORIZ. HORIZONTAL NEG. NEGATIVE REFL. REFLECTED THK. THICKNESS) APPVD. APPROVED COR. CORNER FABR. FABRICATE WAC HEATING,VENTILATION N.I.0 NOT IN CONTRACT REINF. REINFORCED TYR TYPICAL APPROX. APPROXIMATE CORR. CORRIDOR F.E. FIRE EXTINGUISHER &AIR CONDITIONING NO.(OR#) NUMBER RESIL. RESILIENT T.M.E TO MATCH EXISTING ARCH. ARCHITECT or C.T. COUNTERTOP F.E.0 FIRE EXTINGUISHER H.W. HOT WATER N.T.S NOT TO SCALE REQ. REQUIRED U.L UNDERWRITERS * S ARCHITECTURAL CTR. CENTER CABINET LD INSIDE DIAMETER OA OVERALL R.H. RIGHT HAND LABORATORY AUTO. AUTOMATIC C.W. COLD WATER FIN.FL. FINISH FLOOR INCL INCLUDE(D)(ING) O.0 ON CENTER RM. ROOM UTIL. UTILITY AVG. AVERAGE DA. DOUBLE ACTING F.H.0 FIRE HOSE CABINET INFO. INFORMATION O.D OUTSIDE DIAMETER RND. ROUND U.O.N UNLESS OTHERWISE NOTED �'�� 4 0A0 O & AND DEPT. DEPARTMENT FIN. FINISHED) INT. INTERIOR OFF. OFFICE R.O. ROUGH OPENING VERT. VERTICAL C A.F.F. ABOVE FINISH FLOOR DET. DETAIL FLR FLOOR JAN. JANITOR O.H OPPOSITE HAND OPNG. REV. REVISION VEST. VESTIBULE OF N� ASV. ABOVE D.F. DRINKING FOUNTAIN FLUOR. FLUORESCENT JT. JOINT OPP. OPPOSITE (S) SOUTH V.I.F VERIFY IN FIELD BD. BOARD DIA. DIAMETER F.O.0 FACE OF CONCRETE LAM. LAMINATE ORIG. ORIGINAL SCHED. SCHEDULE VOL, VOLUME ARCHITECT:ALYSSA MARIE MANFREDONIA BLDG. BUILDING DIM. DIMENSION ROY FACE OF FINISH LB(OR 4) POUND PART.BD. PARTICLE BOARD SECT. SECTION (W) WEST BLKG. BLOCKING DIV. DIVISION F.O.G FACE OF GYP.BD. L.H. LEFT HAND P.LAM. PLASTIC LAMINATE SIM. SIMILAR W/ WITH BRKT. BRACKET DN. DOWN F.O.S FACE OF STUD LAV. LAVATORY PLAS. PLASTER so. SQUARE W.0 WATER CLOSET GENERAL NOTES BRZ. BRONZE DR. DOOR F.O.W FACE OF WALL MAINT. MAINTENANCE PLYWD. PLYWOOD SQ.FT OR SF. SQUARE FEET W.I.0 WATER IN CLOSET SSMT. BASEMENT DWG. DRAWING FR. FRAME MAX. MAXIMUM PNL. PANEL STL STEEL WD. WOOD CAB. CABINET DRW. DRAWER F.S. FULL SIZE MECH. MECHANICAL PR. PAIR S.S. STAINLESS STEEL WIND. WINDOW C.C. CENTER TO CENTER (E.) EAST FT. FOOT OR FEET M.C. MAIL CHUTE PREFAB. PREFABRICATED STD. STANDARD W.H. WATER HEATER ORIGINAL PLAN DATE: 07-02-2024 CER. CERAMIC ELEC. ELECTRIC FAR FLOOR AREA RATIO MTL. METAL PROJ. PROJECT STRUCT. STRUCTURAL W/0 WITHOUT CLKG. CALKING ELEV. ELEVATION F-F FACE TO FACE FURRJ MEZZ. MEZZANINE PTN. PARTITION SUSP. SUSPENDED W.S WEATHERSTRIPPING DRAWING NO: C.L. CENTER LINE ELEVR. ELEVATOR FURRING MGR. MANAGER PTD. PAINTED SYMM. SYMMETRICAL WV. WOOD VENEER JOB NO:2405 CLG. CEILING ENGR. ENGINEER FIXT. FIXTURE MIN. MINIMUM PWG. PAINTED WOOD&GLASS SYS. SYSTEM YD. YARD CLOS. CLOSET EQ. EQUAL GA. GAUGE MISC. MISCELLANEOUS QUAL. QUALITY SPL. SPLASH A-02 ZONING ANALYSIS: WES T VIEW A VENUE GENERAL INFORMATION: . FMAND PROPOSED(1)CULTEC STORMWATER ADDRESS: zoNINGDISTRICT: PARCEL ID: PIPE CHAMBER-CONNECT ALL GUTTERS/ 47 ROANOKE AVENUE R2-F 141.35-1-19 , 0 LEADERS TO CHAMBERS W/4"DIA. USE REQUIREMENTS: SCHEDULE 40 PVC LEADER CATEGORY REQUIRED/ALLOWED EXISTING PROPOSED O ONE FAMILY 1-FAMILY 1-FAMILY NO CHANGE LOT/BULK REQUIREMENTS: REMOVE EXISTING CONCRETE PAD CATEGORY REQUIRED 1 ALLOWED EXISTING PROPOSED .. � � � a Om pm NEW 3 X9 CONCRETE NEW 3 X3 CONCRETE PAD FOR PAD FOR EQUIPMENT RELOCATED AC CONDENSER S TK LOT AREA (SF.) 5,000 SF. 7,500 SF. NO CHANGE d w��a•% ~�� N�~.e.rro ate. FILED BY OTHERS (9.00 SF�SEE DETAIL FEN FRONT YARD (FT.) 20.0' 26.9' NO CHANGE PROJECT: 4IAINTAIN 10'FROM AC FND i CONDENSER 0.2!-i► REAR YARD (FT.) 30.0' 43.0' NO CHANGE PIPE N8 4°25'0 0" (27.06 SFj-SEE DETAIL PVC FEN. 10 0.0 0 ' Q•1'+ SIDE YARD(FIRST) (FT.) 6.0' 1EMT MODMW� NO CHANGE PVC SIDE TOTAL(BOTH) (FT.) 16.0' 18.6 NO CHANGE FEN MAX.BUILDING HEIGHT(STORY/FT.) 2/30.0' 1 STORY/15'+/- NO CHANGE I �-1 1 ^ 2'-V PLANTING AREA MAXIMUM DIMMENSIONAL REQUIREMENTS: - 0.2 O MAX BUILDING COVERAGE(%/SF) 30.0% 21.45% NO CHANGE .t.... 6 00- t MAX IMPERVIOUS COVERAGE(%/SF) 2,900 SF.PLUS 2,204.69 SF. 2,470.64 SF. N REMOVE/REPLACE (34304.73 S99 F 404.72 I O CO EXISTING CONCRETE PAD 9 43.0' ° O (17.91 SFFSEE DETAIL MAX FLOOR AREA RATIO 2,360.88 SF. 1,609.82 SF NO CHANGE PROPOSED TRENCH DRAIN C TO CONNECT TO(1) IMPERVIOUS SURFACE: 0 I ASPHALT iI CULTEC STORMWATER +, L----J CHAMBER-CONNECT TO EXISTING COVERAGE DR - _ _ _ 1445' p� CHAMBERSW/4 DIA. EXISTING DWELLING 1609.82 SF. Q SCHEDULE 40 PVC LEADER w I EXISTING DRIVEWAY 541.14 SF. 4.., L`' ^ PROPOSED PAVER PATIO/STEPS _ I W (263.39 SF)-SEE PLAN/DETAILS EXISTING PLAT./CONC.PADS 53.73 SF. Q I v EXISTING AC CONDENSER EXISTING COVERAGE SQ.FT. 2204.69 SF. O _ TO BE RELOCATED •-- W 29,1' o ADDITIONAL COVERAGEEXIST. 1 STORYa� �-- v Q o STK PROPOSED PATIO 263.39 SF. 4'' Q I 0 FRAME FEN I x LIJ Lj C� . zo f-1.1 ST KADE FEN PROPOSED CONC.PADS 36.06 SF. -� IWO CLF _ 0 CRIB PROPOSED COVERAGE SQ.FT. 299.45 SF. Co 0 o Q o.1-•o. O L. O m Q I z REMOVED COVERAGE SQ.FT. 33.50 SF. Q O I cr_ TOTAL IMPERVIOUS COVERAGE SQ.FT. 2470.64 SF. z DRYWELL CALCULATIONS. OWNER: Q ' Q 0o Christine Sciandra �+I BDG BDG v �' REQUIRED INCHES OF RAINFALL:6 INCHES 47 Roanoke Ave,Rye Brook 27,5' 1 6' 1 2'� RUNOFF CURVE NUMBER OF 72=2.7 INCHES w 6 INCHES-2.7 INCHES=3.3 INCHES RAINFALL REQUIRED OR 0.275 REVISIONS: 100.00 ' a -S84°25'00"W CLF REQUIRED 299.45 SF. �--0 4' CRB I 1.2' I 0.4'i X 0.275 PROPOSED SITE PLAN PROPOSED 82.35 CUT. SCALE: 1/8" - I'm011 CULTEC RECHARGER 330XL W/18" GRAVEL BASE 1 CULTECS JOINTING SAND = 92.30 CUT. SEAL: PITCH 1/4" UNILOCK s" " KE�AR PER 1'-0" PROPOSED PATIO 4 THK.(3,500 PSI)CONCRETE PAD g•�� cy� PAVERS t EXISTING W/6-61 10 W.W.M ON 4"GRAVEL BASE-TYP. 82.35 < 92.30 BEDDING - GRADE SAND I IE I z.. I I� -I I NOTE:MAINTAIN 10'-0"MIN.FROM ALL PROPERTY � Qr 6 COMPACTED - _ - I I177 a ., a �► CRUSH =_-_ __-_ _-- �(- I( LINES AND STRUCTURES TO CULTEC UNITS 7jF �30�� O OF NEON STONE TYP. _ _ ° NOTE:ALL MATERIAL STORED ON SITE FOR PROPOSED WORK UNILOCK PAVERS UNILOCK BLOCK CURB I I�, ,I I,;,I I �, I=J Jill(I;,III Il SHALL BE STORED ON EXISTING DRIVEWAY OR GARAGE ARCHITECT:ALYSSA MARIE MANFREDONIA COMPACTED -1 11=1 i 1=1 I I- -SEE PAVER DETAIL -NO MATERIALS SHALL BE STORED IN CLOSE PROXIMITY TO SITE PLAN I I-I I Ed I I_I 11 111 SUB-GRADE IIIEXISTING TREES COMPACTED EARTH -NO TREES SHALL BE REMOVED,ALTERED OR DESTROYED DURING DURATION OF CONSTRUCTION ORIGINAL PLAN DATE: 0�-02-2024 PATIO PAVER DETAIL PATIO CURB SECTION A CONCRETE PAD DETAIL -TREES INDICATED SHALL RECEIVE REQUIRED PROTECTIONS JOB NO:2405 DRAWING NO: -SEE PROTECTION DETAIL SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" SP.01 RELOCATE"W.AC EXISTING KiTCHEN EXISTING NS STING CONDE@R-SEESREPLW POWDER RM. BATHROOM DEMOLITION NOTES: CONSTRUCTION NOTES: X CElLJNO HT:8'-0' CEp.BrO HT:8'-0' REMCIVEEXISTING4"" REWVEDUIM Rmo EASTUfG A/DSErnONOFKFTCHEN aRWW AND SECTION ORMWSASMCATED EXISTING PLAN AS PER PREVIOUSLY FILED INTERIOR BUILDING PERMIT EXISTING FIRST FLOOR: COUWTER AS UOICATEO OF EXTERIOR WALL AS EAST.WM At INDICATED DBL.HNa APPLICATION EXISTING KITCHEN 4!-V __ SaLir 1. INSTALL NEW WINDOWS AND INTERIOR TRiM AS INDICATED EXISTING FIRST FLOOR: 2. tNsrALL NEw oOORs,FRAME AND CASEWORK AS INDICATED . . . I Oy (FUNK 1 EXISTING KITCHEN: 3. PATCH TAPE,SAND AND PAINT(1)COAT PRIMER AND )COATS OF FINISH PAINT AS SELECTED BY OWNER ON ALL WALLS AND CEILING. REMOIVE srsaND� I. REMOVE EXISTING___ _ 2. REMOVE SECTION OF WINDOWS HEN CABlNETSICOUNTERS AS REQR TRIM AS UIRED EXISTING MUDROOM STEPS PAROTIDf/A5 Bo��D 1. INSTALL NEW INTERIOR NON BEARING WALLS,WALL FINISHES AND BASEBOARD 94 AVE E>asTMxf _ StOVER L EXISTNG BATHROOM MOLDINGS WHERE REQUIRED-AS SELECTED BY OWNER 2. NSTALL NEW WINDOWS AND INTERIOR TRIM AS INDICATED 3. INSTALL NEW DOORS,FRAME AND CASEWORK AS INDICATED ,r�,n,r,�sapOATEn L J � lo 1. REMOVE EXISTING WINDOWS AND ALL INTERIOR TRIM AS SHOWN 4. INSTALL NEW WASHER AND DRYER INSTALL�I APPROVED TYPE COLLECTION PAN EX PANTRY 2. REMOVE EXISTING SHOWER AS SHOWN-REPLACE AS PER PROPOSED PLAN RELOCATE WASHERI 3V SLOP o e EXISTING GARAGE: n»»d,"w"s are an tnsVumwA of...Lip aad am e»Fm c;w of A� DRYER AS PER SINK ( WTALL AUTOMATIC SHUT OFF VALVE AND MANUAL SHUT OFF VALVES FOR f+ROPOSED PLAN Nnant..d.m.a.A.Tbn.dro.�uq.and dwgn.d�aD ow b.atnr.d worry wy a.d 1. REMOVE EXISTING GARAGE DOOR AND REPLACE WASHER-VALVES MUST BE ACCESSIBLE WHEN APPLIANCE IS IN PLACE-VENT .+b.dupkat*d a u..d for any pwpme• wr+►.n ems"of EXISTING I ® . 2. REPLACE WINDOW W/NEW FIXED WINDOW OF SAW SIZE DRYER TO EXTERNEW 5ViOR4ANTAIN 36"MIN.FROMLING ALL WINDOW OPENINGS-TYP """"d"`°s" MUDROOM I W.I.0 AS REQUIRED BEDROOW2 EXISTING MUDROOM: 6. PAT5. CH TAPE,SANDYP.BD.FINISH ON AND PAINT( COATQPRIMER AND(2)COATS OF FINISH PANT AS PROJECT: 1. REMOVE EXISTING WINDOW AND ALL INTERIOR TRIM AS SHOWN SELECTED BY OWNER ON ALL WALLS AND CEILNG. el/arrNsroRAG&HOOK NUCNrE I PRri�A g 2. RELOCATE WASHER/DRYER AS PER PROPOSED PLAN caLwG HT a a # IL k 3. REMOVE EXISTING WD.STEPS AND NON BEARING INTERIOR PARTITION 13 EXISTING BATHROOM: _ -1 1. INSTALL NEW EXTERIOR BEARING/NON BEARING WALLS,WALL FINISHES AND DEMOLITION GENERAL NOTES: BASEBOARD MOLDINGS WHERE REQUIRED-AS SELECTED BY OWNER \ / I L=---J 2. INSTALL NEW WINDOWS AND INTERIOR TRIM AS INDICATED 1. ALL EXISTING FRAMING TO BE SHORED UP PRIOR TO DEMOLITION 2. SIZE AND DIRECTION OF ALL DpSTING JOIST AND RAFTER FRAMING TO BE BE VERIFIED IN THE FIELD PRIOR TO 3. INSTALL NEW DOORS,FRAME AND CASEWORK AS INDICATED EX. EX.CL. EX.CL. DEMOLITION-NOTIFY ARCHITECT IF ANY DISCREPANCIES BEFORE COMMENCEMENT OF WORK 4. INSTALL NEW SHOWER AS PER PROPOSED PLAN 3. ALL EXITING BEARING WALLS TO BE VERIFIED IN FIELD PRIOR TO DEMOLITION 5. ALL PROPOSED GLASS AT SHOWER/BATH OR WET AREAS TO BE TEMPERED SAFETY \ / I CL. 4. EXISTING FOOTINGS TO BE VERIFIED IN FIELD UNDER EXISTING BEARING WALLS AND EXISTING POST LOCATIONS GLASS AS REQUIRED \ / PRIOR To DEMOLITION ANDAOR CONSTRUCTION WORK. 6. PATCH TAPE,SAND AND PANT(1)COAT PRIMER AND(2)COATS OF FINISH PANT AS \ / I ffi kj SELECTED BY OWNER ON ALL WALLS AND CEILING. V, EXISTING GARAGE: Sn G I EXISTING EXISTING 1. INSTALL NEW WINDOW AND INTERIOR TRIM AS INDICATED GARAGE I 2. INSTALL NEW GARAGE DOORS,FRAME AND CASEWORK AS INDICATED j NING ROO LING ROOM EXTERIOR (� CEILING HT:F-W EXISTING� 1. INSTALLINSTALL NEW PAVER PATNEW STEP-SEEIO-SEE SITE PLAN J DETAILS FOYER BEDROOM#1 2.3 DETAILS. INSTALL NEW CONCRETE EQUIPMENTS PADS-SEE WE PLAN/DETAILS � / \ EX. cEUNG $� 4. INSTALL NEW FRONT WALKWAY-SEE SITE PLAN/DETAILS I / I t4 GENERAL NOTES: I PARKING SPACE .PROVIDED 1. ALL EXTERIOR WALLS EXPOSED DURING CONSTRUCTION TO RECEIVE REQUIRED /11t DO E REP HUNG WINDOW LACE INSULATION TYPE TO'FiLL CAVITY' V/ PICTLIRE NO REPLACE xn W OW OF �- 2. CONTRACTOR TO COORDINATE ALL RELOCATIONS OF REQUIRED HVAC DUCTWORK 4-J SAME SIZE1 STYLE � ---� EAST.VANDS EAST.WDD. AS t HNa ET.WRQ EAST.WM EXIST.WINDS. •� w OB WLHM FIXED DBI"m DBL.HNfL INSTALL T WIDE,c4DEEP:108'TRENCH WITH SUPPLY RETURNS AND DIFFUSERS AS NECESSARY HVAC CONTRACTOR/OWNER (t Q m ur 247A48' Trx4r 24wr (2pr 60• ' EQUIRED CONNECT D DRYWELL $ BLOCK �1 3. CONAS TRACTOR TO COORDINATE ALL ELECTRIC,RELOCATED AND REMOVED ELECTRICAL unBLocx ROME AND REPLACE GARAGE DOOR OF SAME SIZE -SEE PLOT PLAN 19-1 D CURB .NEW STYLE,sEEPaoPosEDPuw � WIRING,LIGHTING,RECEPTACLES,CIRCUITING,UPGRADES AND SWITCHING WITH 0 REMOVE/REPLACE EASING FRONT DOOR LICENSED ELECTRICAL CONTRACTOR/OWNER Wr NEW BLACK DOOR OFSAME STYLE DEMOLITION: FIRST FLOOR PLAN PIMV,4'PERI'V **NO CHANGE TO EXISTING LIGHT/VENTILATION OR EGRESS 43 > ®® REQUIREMENTS NOTE. EXISTING FLOOR PLAN AS PER PREVIOUSLY FILED SCALE: 1/4"=1 f_011 X INTERIOR BUILDING PERMIT APPLICATION PROPOSED 7 rl 7 Q� PAVER PATIO ®® ,��n NOTE:INSTALL NEW HEADERS AS INDICATED W -SEE DETAIL PROP. � ` r� t n S'tGLU-� PAVER PATIO § (288.03 SF.) EXISTING KITCHEN (f�� /_� 0 C1311NO HT:B-0' ♦r L EXISTING HEADER TO REMAIN MONDE NEW 262X12 HEADER 0 O M XISTING STING 0. (D CONCRETE PAD PROPOSED POWDER RM. BATHROOM 0 C SEE DETAIL g�f �i0. PROPOSED STEP DOWN TO NEW PATIO EX CHN NEY CEILING HT:W-O' CELINO HT:8-0' L- .�E DETAB.I aTE Ra, 4,,8. a WALL DESCRIPTIONS NOTE- rLTEs N07E ALL EXISTING FRAMING TO BE VERIFIED IN FIELD BY CONTRACTOR PRIOR TO ANY DEMOLITION OR OBL CONSTRUCTION.NOTIFY ARCHITECT IF ANY DISCREPANCY B.1 3rX4r NOTE PARTITIONS LOCATED IN/ADJACENT TO MECHANICAL ROOMS,STORAGE ROOKS 100 SQ.FT.OR GREATER AND/OR GARAGES SHALL RECEIVE 1dAYER PROPOSED O O SnLsr OWNER: PLANTING C-60 GYP.OD.(1 HR RATED)WALL FINISH ON SIDE OF ROOMS NOTED TO MAINTAIN FIRE RATED ENCLOSURE NOTE: CONTRACTOR TO SHORE UP FRAMING PRIOR TO ANY DEMOLITION OF EXISTING INTERIOR/EXTERIOR BEARING WALLS p S _ Christine Sciandra AREA NOTE: CONTRACTOR TO SHOREBRACE EXISTING WALLS TO REMAIN AS NECESSARY AFTER DEMOLITION UNTIL CONSTRUCTION ,2 DW 47 Roanoke Ave,Rye Brook JUS 27 OVE. STUDS 016'OO.C.FROM F.F.TO W000 JOIST ABOVE.W/R-218ATT.INSULATION W/1 LAYER 5/6'GYP.eD.EACH SIDE FROM F.F.TO WD. BEGINS UTILITY 4 I 10'r9 12' y NOTE CONTRACTOR TO PROVIDE CLOTHES POLE&SHELF AT ALL CLOSET LOCATIONS-COORDINATE PANTY SHELVING AND ALL ENTRY INSTALL SIDING TO MATCH EXISTING OVER 3D#FELT%W CDX.PLYWD.SHEATHING•R•21 BATTJNSULATION-'X6'WD.STUDS @ 16'O.C.W/ONE LAYER OF RBUILT4N EVIEW MILLWORK WITH DESIGNER AND/OR MLLLWORKER SHOP DRAWINGS TO BE PRESENTED TO DESiGNF�U OWNER FORZ(DD 56 WATER RESISTANT GREEN BOARD ON BATHROOM SIDE FROM F.F.TO WOOD JOiST ABOVE•NOTE IN AREAS TO BE TL.ED.CONTRACTOR TO INSTALL(1) ��aN0 APPROVALB.1 REVISIONS: L AYER OF 12'CEMENT BOARD NOTE CONTRACTOR TO HELD VERIFY EXISTING CONDITIONS AND COORDINATE ACTUAL NUMBER OF RISERS/TREADS FOR ALL NEW HEADER STAIRS AS PER OWE REQUIREMENTS/EXISTING CONDITIONS TO REMAIN HEADER HEADER TO O TO ROdAW O O "NOTE:ALL SOLE PLATES WITH DIRECT INTACT WITH CONCRETE SLAB TO BE PRESSURE TREATED-TYPICAL FOR ALL BASEMENT WALLS AND FURRING .TREADS AND RISERS THE MYWMUM ROSIER HEIGHT SHALL BE 81/4 INCHES AND THE MINIMUM TREAD DEPTH SHALL 8E 9 \1 r � W D �J �P�� RB�tNN ' INCHES.THE RISER HEIGHT SHALL BE MEASURED VEFMCALLLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS.THE GENERAL NOTES. DESIGN LOAD TREAD DEPTH SHALL BE MEASURED HORIZONTALLLYBETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF 3V SLOP o 1. ALL LUMBER S BE OOl1GLAS FIR iR OR BETTER NOTE ROOF DESIGN LOAD IS 40#LIVE LOAD ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREADS LEADING EDGE.THE WALKING SURFACEOF TREADS AND SINK 2. ATTACH ATTIC JOISTS TO RAFTERS RUNNING PERPENDICULAR WiTH 1'X4VZ LONG MIN. ATTIC DESIGN LOAD IS 30#WE LOAD LANDINGS OF A STAIRWAY SHALL BE SLOPED NO STEEPER THAN ONE UNIT VERTICAL IN 46 UNITS HORIZONTAL THE y EX. CROSSTES @ 16'O.C.PER R 1�DA 1ST FLOOR DESIGN LOAD IS 40#LINE LOAD/tW DEAD LOAD GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL.NOT EXCEED THE SMALLEST BY MORE THAN 3/8INCH,THE EXISTING S C ( id EXISTING 3, ALL FASTENING OF STRUCTURAL MEMBERS SHALL BE AS PER TABLE R 602.3(1 WOOD DEC(DESIGN LOAD IS 40#LIVE LOAD 1104 DEAD LOAD GREATS TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN.0 NCH. ( W.I. BEDROOM 4. ALL fLUSH WOOD CONNECTIONS TO RECEIVE TECO CONNECTOR/JOIST HANGER-TYP.EACH M UDROOMEJOIST���� NOTE ALL BATHTUB AND SHOWER SPACES TO COMPLY WITH R301.2-ALL BATHTUB SHOWER FLOORS AND WALLS ABOVE �.0,,0. I O S. ALL PLATES ON POOR SLABS TO BE PRESSURE TREATED WOOD BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONAB50RBENT (RMAR17 6. ALL WOOD TO CONCRETE CONDITIONS TO BE PRESSURE TREATED WOOD SURFACE SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET(1824 MM)ABOVE THE FLOOR.-ALL BUII T r I STORAG&NOOK N)CHE p PROPOSED BATHTUB AND SHOWER CABINS TO RECEIVE DUROCK BACKING WITH CERAMIC TILE FINISH OVER-FULL HEIGHT I CEILING HT°10' 4 7. ALL EXTERIOR USE WOOD TO BE PRESSURE TREATED WOOD 'ALL PROPOSED SHOWER DOORS TO BE TENTERED AND 24'WIDE " -------�T ( r_z DOOR SCHEDULE NOTE ALL PROPOSED HANDRAILS/GUARDRAILS TO BE GRASPABLE 36'HLGH AND HANDRAIL WiTH BALUSTERS SPACED LESS THAN C REF >1 CLEAR•RAILING TO BE CONTINUOUS WHERE HANDRAIL IS WALL.MOUNTED iT IS TO BE W HIGH AND LV OFF WALL AND 1.5' I \ / I L__--J 'NOTE:CONTRACTOR TO VERIFY ALL DOOR SIZING/HEIGHTS BEFORE PLACING ORDER DIAMETER+WNDRAILS TO IN COMPLIANCE W/R311.7b "NOTE:ALL INSULATED,TYPE"B"LABEL AND ENTRY DOORS TO BE WEATHER STRIPPED AND Wl U-VALUE OF L10.35 MAX NOTE. AS PER R503.1.1-ALL EXTERIOR WALLS EXPOSED DURING CONSTRUCTIONTO RECEIVE REQUIRED INSULATION TYPETO'FILL I \ / I --_- `EX. EX.CL. EX.CL. A FRAME SIZE STYLE MATERIAL UNDERCUT FINISH REMARKS CAVITY' I \\ H C // I CL. F[ ANDERSENOTE. EXISTING BASEbENT,1ST&2ND FLOOR HALLWAYS AND BEDROOMS TO COMPLY W/SMOKE 8 CARBON MONOXIDE 12 WOOD 3'-0'X N78'X 1 31V SWING SCUD CORE N O FACTORY HERSTW O SERIES FRENCH DOORINSULATEDLWITH O REQUIREMENTS AS PER ACCORDANCE W/NY STATE ® •YYEATHERSTRiP DOOR d SABLE•VERffI'STYLE WITH OWNER I I FRONT DOOR AS PER SPECS.WI STORM DOOR PROVIDED RESIDENTIAL BUILDING CODE 2020 \ / _ SEAL: 0001111 013 WOOD 7-V Xe4r X 13W SWING SOLID CORE NO FACTORY INSULATED•WEATHERSTRIP DOOR E SADDLE I / I �a�D �1 EDS!P SP R GARAGE DOOOR EtS PROVIDED I I �V' vy/ OWOOD EXISTING EXISTING INSULATE SM�EN�THOWNWNERSADDLE I GARAGE I EXISTING EXISTING G NING ROO LING ROOM �a WINDOW SCHEDULE I CE�I "NOTE:CONTRACTOR TO VERIFY ALL WINDOW SONG BEFORE PLACING ORDER I \\ I 10"T 1N°"T EX. EXISTING "NOTE:FIRST FLOOR WINDOW HEAD HEIGHTS TO BE 7"4"-CONTRACTOR TO VERIFY Wl OWNER BEFORE PLACING ORDER I / \ I FOYER BEDROOM 0 MANUFACTURE TYPE MODEL# SIZE SILL HEIGHT GLAZING/ 10 L-FACTOR REMARKS EX. 'TEMPFAED GLASS REQUIFD' EXISTING HEADER I ,/ \, I a CL. A 1 ANDERSEN 400 SERIES DOUBLE HUNG TW210310 3-WX 4-0 (SEE INSULATED ' 7_8' / WINDOW HEAD HEW TO MATCH TO REMAIN t I �� © SEE 0.01) EXISTING VERIFY STYLE WITH OWNER INSULATED WINNDOM HEAD HEIGHT TO BE MATCH O ( / r.o*x 181.8'CLR \ I O���� © ANDERSEN 400 SERIES CASEMENT C238 C0XT4 3'4' (SEE0.01) EXISTING I -VERIFY STYLE WITH OWNER I PARKING SPACE PROVIDED\ NSULATED WINDOW HEAD HEIGHT TO BE MATCH I / \ I I ARCHITECT+ALYSSA MARIE MANFREDONiA ® ANDERSEN 4OD SERIES Rowe. ' 70 X T_r 31-C (SEE"I OUTING>rERIFY srn WIT OWNS / \ I � � 8 � INSULATED WINDOW HEAD HEIGHT TO BE MATCH - - - - EAST.WOOS EAST.WIND EAST.LAUD. EAST.NMI EAST.WINDS DEMOLITION PLAN ® ANIDERSENI40D SEISES PICTURE MATCH EXISTING MATCH EXSTpNG EASTING(SEE 0.01) VERIFY STYLE WITH OWNER - (2).Dxrr 24'X40' T2'X4r 2474C R 4vw G1 SILL:3r S�,r �3r SLL2r SILL" PROPOSED PLAN EXISTING HEADER TO REMAIN RNUsm EPloro�Ec.�OP SzE RafrnD/REPLACEORISTO EnSTINUDOCAG ORIGINAL PLAN DATE: 07-02-2024 FRONT DOOR/sTO�umo.�+ PROPOSED: FiRST FLOOR PLAN JOB NO:2405 DRAWING NO: NOTE: EXISTING FLOOR PLAN AS PER PREVIOUSLY FILED SCALE: 1/4 if=1 0 -011 INTERIOR BUILDING PERMIT APPLICATION A-101 REMOVE EXISTING REMOVE EXISTING REMOVE EXISTING WINDOWS AS SHOWN WINDOWS/SIDING AS SHOWN WINDOWS AS SHOWN .I dd I► 1 ' :m T F— �fi` if=--=1i 1 i _... _i_ .__-f-• -•` I I i I I T T ,_____.-- ._.. —I ( ;- -` —: --t ` II}- -III III- -/III-l--�-;_. _ I IL _1i I�J . ——JI l i_ I i r DMOVEREPIACE IN KIJD { i I—=—! (_ —--I I _.� ,M..dn.tn,,N.n M.w,wn,of,w{ae and u..Nw of,tlrro _ �7- -1 REMOVE EXISTING —JII I i l._ t._ J._,_.I_. I _.I L I NIL—`J W1 NEW FIXED WINDOW i I f — II_L—_—J_U HL==JII ��_ 11 t_ f-__-_II I ansr ..r..ewa a.�n,«.drawings and dwip..d,.e nat bo ub..e ti .ay and WINDOW I -III-'.. �.._, ,,...' 1 , !_ -r• _r_ _i —III _ i- t_1 .I T.. .I — I I I ! 1 I I ' I I _ _ I ! i l�s �i..... l —a_J •1...... �.____.L.T.._..�.' —J.._... ....,r.._�._. 'b. canwl M d a w.d for am papa..MR,ma^"h aaa d ` III————III I ' I ! I ' � I I i III1.....��_ I Modr.dmla 0.A I I_ I I I , i I L =J _ _ _�_ _�__i _i___�__J_ -- '~ L__J L— J I�.,_� 1�,. __ _.1 b. Nra L L =-J I `_` ( T i i- I -I j L11._���t���J1� �' i_ i ! __,_'�T I Y I L L �_ T. PROJECT i. J__ ., (__I--r • V �__;_J_._ �_ ;_�_` _.L.J + . ..�._.r�._i . � .. i t I I i EX 1ST FLOOR ! EX 1ST ! I ! I I 1 FLOOR REMOVE AND RELOCATE AC EX.CELLAR SCONDENS REE SITE EX CELLAR FLOOR FLOOR EXISTING LEFT SIDE ELEVATION EXISTING REAR ELEVATION *ALL OTHER WINDOWS/DOORS REPLACED IN KIND UNDER SEPARATE APPLICATION SCALE: 1/4"=1'-O" *ALL OTHER WINDOWS/DOORS REPLACED IN KIND UNDER SEPARATE APPLICATION SCALE:1/4"=V-0" 0 NDOW TRIM SECTION OF NEW SIDING NDOW TRIM NEW 36'SINGLE FRENCH DOOR 4-� TO MATCH EXISTING TO MATCH EXISTING TO MATCH EXISTING DOOR TRIM TO MATCH EXISTING W �f Q *0 NOUNi -- 0 SECTION OF NEW SIDING _u. _L_ I_..�_-_- _._..�_, __ �_ NEWN TO MATCH EXISTING Ir `! I f__ �- EPtACE IN KIND W/ f I I' I ! I (i 1 I ! X t 1 I I 1 I t NEW FIXED WINDOW _!! t. L _L, _l_ _�_ I L. _� 1- r WINDOW TRIM TO MATCH I �� 1 1� � EXISTING T , I I I ! I I �` B _,I..� _I ; IEl a) r O , T r•-- 1 If I t 0 -...r i-..,....-I.vh J. i ....._ ...!.._ i ._..J_.. .- ._...�..._ �. ..:.._._...r.i...�_. .. ._ _ _.v.!. :1:.. EX 1ST - 4+ I _� _ -T i �� FLOOR - I'I T- -(�-T r.. EX.13T FLOOR O M `..!_. W : I ------- ----------------------- 0 0 PROPOSED PAVER PATIO I STEPS � EX CELLAR SEE PLAN/DETAILS FLOOR EX.CELLAR FLOOR PROPOSED LEFT SIDE ELEVATION PROPOSED REAR ELEVATION OWNER: ' WS/ NOTED "_ - " - - - - ---- WINDO DOORS REPLACED AS 0 ED SCALE: 1/4 1 0 - *WINDOWS/DOORS REPLACED AS NOTED SCALE: 1/4"=1�-011 Christine ke Ave,47 Roanoke Av,Rye Brook REVISIONS: REMOVE EXISTING BATHROOM WINDOWS REMOVE EXISTING KITCHEN WINDOW REMOVE EXISTING KITCHEN WINDOW -INSTALL NEW WINDOW AS PER PROPOSED PLAN -INSTALL NEW WINDOW AS PER -INSTALL NEW DOOR AS PER PROPOSED PLAN PROPOSED PLAN r -. -----_ SEAL: REMOVE EXISTING DOUBLE REMOVE EXISTING HUNG WINDOW AND REPLACE W/ __- � WINDOW '. PICTURE OF WINDOW OF SAME -INSTALL NEW AS PER �. SIZE/STYLE PROPOSED PLAN i OF t4 `"-pit= J �'l � f, �.-. , � - •♦t_ �.'F��' �i�,,�,y`,�(r• t .`��!'� _ =7 ARCHITECT:ALYSSA MARIE MANFREDONIA ELEVATIONS/PHOTOS ORIGINAL PLAN DATE: 07-02-2024 '- JOB NO:2405 DRAWING NO: EXISTING LEFT SIDE VIEW EXISTING REAR VIEW � 1 oa'= 711 ! I ® EXW TAw drow4pr are an buew�w a of wMp and or*tM poprty of A1nm Nbdrodoma AA Thal dro s and dd droll nor be altered navy ve and r-�L�L r II ��1 1 Alytto�d< � _ ;..._.i..�._ .i.._..,. ._..i__i.�.-..�..._ y rnnna�bo duppcotid or used far f+orCew`MbaN mewa of IIILJLJLJLJLJLJIII B 1 �( �+r�� ,�I r 1 i 1I i ��.._�__ PROJECT n 1:lE3 _._,_._,..._..- _. .�_v._.,�...,._.�.__ II II 1 1 i.-. -T. . i I I-P" 1 I LJLJLJLJLJLJ I ' i �.r_�._��..�....�.....�._�_._1_.�._.�__,._1_. � I LJLJLJLJLJLJIi _.i—.w _� .I,.__ _ _f,..J.__�.___�. J_ _ _.�_wti_� .__ _ .i l .�. 1_.�1__�.a_-� 1___ 1 J_ 1._. EX 1ST FLOOR L J L J L J L J L J L J _._j._ ► r r 1� �.. _r.__ .._�__�_. L.�_i_,_....L. REMOVE/REPLACE REMOVE/REPLACE EXISTING FRONT DOOR FEE EFF GARAGE DOOR W/NEW&ACK DOOR OF SAME STYLE EX CELLAR FLOOR OL EXISTING FRONT ELEVATION GARAGE DOOR PAVER PATIO - - - `ALL WINDOWS/DOORS REPLACED IN KIND UNDER SEPARATE APPLICATION SCALE: 1!4"=1`-0" EVERITE TRADITIONAL OVERHEAD UNILOCK CONCRETE PAVER STYLE:BRADFORD-FLAT PANEL W/3:2 WINDOW STYLE:24"X24"UNIFORM PATTERN COLOR:WHITE(TO MATCH EXISTING) COLOR:SILVER GREY 0 W 4-J Q eO ^� W � a LLJ mid El V) O r 0 Fu-nd F�r_I EX 1ST FLOOR O ccom � Q ce � PROPOSED FRONT o D/REPLACE EXISTING t� >+ GARAGE DOOR FRONT DOOR/STORMDOOR WINDOW: WINDOW: L_ EX CELLAR FLOOR ANDERSEN 400 SERIES DOUBLE HUNG ANDERSEN 400 SERIES CASEMENT/FIXED PROPOSED FRONT ELEVATION SINGLE HORIZONTAL GRILL(TO MATCH EXISTING) SINGLE HORIZONTAL GRILL(TO MATCH EXISTING) OWNER: COLOR:WHITE(TO MATCH EXISTING) COLOR:WHITE(TO MATCH EXISTING) Christine 47 Roanokeke A *WfNDOWS/DOORS REPLACED AS NOTED SCALE:1/4f`=1`-OTT Ave,v Rye Brook REVISIONS: ilk .. SEAL: AR REMOVE/REPLACE EXISTING .' 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