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HomeMy WebLinkAboutBP21-313 N N Yi ,11 ■ 11� I, AA III -N A. i1�1A 11 N ,�'-11: N II ,I r r Y M ■ N r N - _ IIf I�11 N _. N M ■ Ift AS-BUILTIiFINALSURVEY VILLAGE OF RYE BROOK PERMIT#: BP 21-313 0 REQUIRED PRIOR TO 10 10 FINAL INSPECTION BUILDING DEPARTMENT ISSUED: 11/30/2021 0 0 938 KING STREET, RYE BROOD., NY 10573 Exptizn: 11/30/2022 0 1� (914) 939-0668 www.aebrook.org BUILDING PERMIT FOR THE CONSTRUCTION OF; 2 STORY FRONT ADDITION; FRONT PORCH; NEW DECK; 1 INTERIOR ALTERATIONS; LEGALIZE FINISHED BASEMENT AT: 39 MEADOWLARK ROAD ,", BUILDING CLASSIFICATION& PARCEL ID#: R-3/ONE FAMILY RESIDENTIAL/ 129.84-1-7 t$ lift PROPERTY OWNER: LAWRENCE ROSE & LAUREN ROSE (914)522-9784 11 1 LICENSED CONTRACTOR: WESTCHESTER DESIGN & REMODELING CORP(914) 740-5739 AI EMERGENCY CONTACT: YENER BARRIOS(917)291-8208ft III t� VALUATION OF WORK: $126,000.00 FEE PAID: $19965.00 t�? 9ft HOURS OF OPERATION OF CONSTRUCTION EQUIPMENT/VILLAGE CODE§158-4:WEEKDAYS-8:OOAM TO 6:OOPM OR DUSK,WHICHEVER 1S EARLIER; „ SATURDAYS-9:OOAM TO 4:OOPM; - SUNDAYS& HOLIDAYS-No CONSTRUCTION A(-I'IVITY ALLOW Et)Ift � If? This permit is valid for a period not to exceed twelve(12)months from the date of issuance,and covers only that work listed above.Separate permits are required for any electrical,plumbing,fire suppression, fire/smoke/carbon monoxide detectors/alarms,or any other work not covered under this permit.The approved plans must be kept on the job site&be made available for review by the Building Department upon demand.Any amendments or changes to the approved plans must be designed by your architect/engineer and submitted to the Building Department for review and approval prior to performing the work. A Certificate of Occupancy or Certificate of Compliance is required in order to close out this permit. FINISHED BASEMENT NOT 10 APPROVED FOR USE AS A to SEPARATE APARTMENT OR Ift DWELLING UNIT 0 10 _ Michael J. Izzo 1� IV Ift Other Approvals: Architectural Review Board 9/16/2020 & 1/21/2021 Building& Fire Inspector Zoning Board of Appeals 9/1/2020 THIS PERMIT MUST BE CONSPICUOUSLY POSTED AT THE JOB SITE n I r r w w Y n r e r r u ■ _ Y w q Y ■ r ■ N ■ N Y BUIL03;9-5801 ENT VI OK REVISED _ Zi93 KING NY 10573 APPLICA�TIOJ�AN �� 14)93 DATED: OCT Qi9 «««*rs«�«•««****s«w«w«««w*s»«ww«*«*rr+�«*s**trt«w****x*******«***+wss*w*«*****wr« UI�FOR OFFICE USE(1N1M: NG DEPARTMENT %bv 2 9 7 f, Approval Date: it# Application# Approval Signatures ARCHITECTURAL &EVIE V BOARD: Disapproved. Date: Vim' BOT Approval Date: U Case# Chairman: , ` �- PB Approval Date: Case# Secretary: ZBA Approval Date: Zt=> Case# t Ct O� Other:Application Fee: ermit Fees: 90 1 EXTERIOR BUILDING PERMIT APPLICATION Application dated: �Pliis hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below. I. JobAddress: Q y o t.I Lar ij.w 2. Parcel ID#: 1M . 1 -2 Zone: R-Z O 3. Proposed Improvement(Describe in detail): -) r F0 Li;.GAt-nr— _CiNtsti�� 2 11 gym/wig AMU•A A, 8 F y o s Ac,- 4' paga; ,I'LII�. _ new i,:,Nr�ut�,,:, 4. Property Owner: Lauren � U ci rm 6?.[r R - --a SfrJir�.C,_ Address: rnecg now Lay-jr- Phone Cell# /' Z z - 22 A 4 e-mail .r,.r i �S�d List All Other Properties Owned in Rye Brook: Applicant: Address: Phone# Cell# e-mail Architect:Y h h V S Cer.—A Ch--4 J-Th ('.4-. t Address: Za ���f�i/( I'D t h'7a�1 IC,�, O�� Phone#ry/ 2 73 '� Cell# q/Lf 2 14-- Q I rZ e-mail j[f 1 Q� zZ�rttr r Engineer: �' t Address: Phone# Cell# e-mail — General Contractor: S7GG�lPST+o/ be S/ � rG! 2//,l CAAr + of W ckllter 1090- a"r!o S Address:Phone# Cell# /�} p/7-a 91- Q c-00 Q,p e-mail (I) 3121119 5. Occupancy,(1-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: Post-construction:) tryy -74 6. Area of lot; Square feet:, L Pj S Acres: a 7. Dimensions from proposed building or structure to lot lines: front yard: -L rear yard: f 3 8 cf right side yard: Z o left side yard: 31_ other: 8. If building is located on a corner lot,which street does it front on: 9, Area of proposed building in square feet: Basement: I'fl: 2nd fl: Yd fl: 10. Total Square Footage of the proposed new construction: 1 3✓ S6 1c-f ego 11. For additions,total square footage added:Basement: C� I"fl: ?4. r 2ne fl: G. j 3m fl: 40 12. Total Square Footage of the proposed renovation to the existing structure: 11 'Z.i f— /� 13, N.Y.State Construction Classification: � 1 N.Y.State Use Classification: w Z 14. Number of stories: Z. Overall Height: Z.1 Median Height: <s�ls-#�i�� 15. Basement to be full,or partial: finished or unfinished: 16. What material is the exterior finish: 17. Roof style;peaked,hip,mansard,shed etc: Roofing material: 18. What system of heating: 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:�1 (if yes,applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 21. Will the proposed project disturb 400 sq.ft.or more of land,or create 400 sq.ft.or more of impervI us coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: No: Area:,3. :3 22, Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: ,,*i (ifyes,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: (fyes,you must submit a Site Plan Application,&provide a detailed topographical survey) 24. Is the lot located within 100 ft.of Wetland as per§245 of Village Code? Yes: No: (:f yyes,the area ofvvetland 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: (if 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: (if yes,applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: Indicate: TIER 1: TtER II: TIER III: (!f yes,a Hame 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: $L .I& d oa— _ Note:The estimated cost shall include all site improvements,labor,material,scaffolding,fixed equipment,professional.fees,including any material and labor which may be donated gratis.If the final cost exceeds the estimated cost,an addition aI fee will be required prior to issuance of the CIO. 30, Estimated date of completion: (2) 3/21/14 BUI:LWNG DEPARTMECNT VILLAGE or-RYE BROOK ------� s 938 KINrj STRr.ET RYE BROOK,NY 105 (914)939-06681 FAx(914)939-5801 iREVISE APPLI�C I JAN - 7 2021 RESIDENTIAL LOT AREA G �t'1 DINOK G DEPARTMENT Address: 39 ?1 f—,%DVWZetY/GScetion: )_?-I Blocic: � l�at: PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS Local Law 3-8$ YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 1 4% 5% R-25 25,000 14% 1 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°/a 3.5% R-7 7,500 23% 4.5%n 3.5% R-5 1 5,000 30% 5% 3.54 R-2F 5 000 30% 5% 1 1 3.5% Existing: Proposed: 1. AREA OF LOT -1 Z�Sq. Ft. 3 Z Z-t f Sq. Ft. 2.AREA OF HOUSE a. Coverage of Main Building p (Including Attached Garage or Accessory Building) 13-3 3 Sq.Ft. Sq. Ft. b.Area of 14 Floor Divided By Area of Lot x 100 4.7.5 % !% 3.AREA OF ACCESSORY BUILDING (Includes Detached Garages,Tool Shed,Playhouses) d Sq. Ft. 0 Sq. Ft. a. Coverage of Accessory Building Area of Accessory BuIlding Divided By Area of Lot x 100 d % O % r 4.AREA OF DECK 6 Sq. Ft. o Sq. Ft. a.Coverage of Deck Area of Deck Dlvlded By Area of Lot x 100 U % Q00 I attest to the best of my knowledge and belief, the above information is correct, cltitect's Sign re (3) J111/l9 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STRFET RYE BROOK,NY 10573 (914)939-06681i~Ax(914)939-5801 RESIDENTIAL LOT AREA COVERAGE Address: 13 f'►'1 �c,C�'Ut-�'�'t rlcSec t° ion: 1 7-1.81 Block: Lot: PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS (Local Law 3-88) YOUR ZONE AREA IN MAIN ACCESS. DEC ZONE DISTRICT S©. FEET BLDG. BLDG. M 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-2 F 5,000 300 5% 3.5% Exi In : Proposed: 1. AREA OF LOT " Sq. Ft. 3 Z. Z-$S'Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building c (Including Attached Garage or Accessory Building) S-3 3 Sq. Ft. I /6 `4 Sq. Ft. b. Area of 1s'Floor Divided By Area of Lot x 100 4 • 7S % % 3. AREA OF ACCESSORY BUILDING (includes Detached Garages,Tool Shed, Pla ouses) Sq. Ft. d Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided B Area of Lot x 100 % n % 4. AREA OF DECK 6 Sq. Ft. s r Sq. Ft. a. Coverage of Deck Ca� Area of Deck Divided By Ar of Lot x 100 O % % I attest to the best of my k owledge and belief,the above information is correct. chitect's Sig e (3) 3/21/l9 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 Fax(914) 939-5801 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 311 ection: 1 7 r.C,4 Block: I Lot: 7 Zone: —Z IMPERVIOUS SURFACES(Definition): All buildings, as defined herein, and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including, but not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards, sports courts,swimming pools,patios,sidewalks,ramps,terraces and driveways. TOTAL MAXIMUM PERMITTED MAX. PERMITTED COVERAGE Zoning IMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT (sq.ft.) For Base Lot For Lot Area YARD(%) Area(sq.ft.)* Over Base R-35 15 Lot Area(°10) R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2,200 35 6,001 to 12,000 2,900 27 R-15 35 12,001 to 16,000 4,520 26 R-15A 35 16,001 to 20,000 5,560 25 R_12 40 20,001 to 30,000 6,560 24 30,001 to 40,000 8,960 23 R-10 45 40,001 & larger 11,260 22 R-7 40 R-5 30 R2-F 30 *"Base Lot Area" is the minimum end of the lot size range in the"Lot Area"column Area of lot: . 2-1 Z sq.ft. Existing Allowed Proposed Total impervious coverage = S3 i� S .ft. 4 S-r S .ft. 516 s •ft• Front impervious coverage = Zde � % 30 % % I attest to the best of my knowledge and belief,the above information is correct. chitect's Signature (4) 3/2111$ BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 FAX(914)939-5801 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: 3 1 fhect10c,-,; j_cj,-k Section: :1 Block: I Lot: 7 MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area =4,000 + [ (Lot Area - 21,780) x 0.11478421 ]: a. Allowed = S qy` Sq. Feet b. Existing - Z S' 9 q Sq. Feet c. Proposed = '�7 Z Sq. Feet HEIGHTISETBACK 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 EXIST/A/O PROPOSED MEOWRED FRONT: FRONT: FRONT: .44 R-35 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 J?ZS SIDE: SIDE: SIDE: 1.30 FRONT: g 9 FRONT: . Sed FRONT: .60 040 SIDE: 1.a�1 SIDE:j, .g4 SIDE: 1.60 FRONT: FRONT: FRONT: .60 /7 1.5` SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 J?1SA SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 IR 1Z SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R 10 SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 /T7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 R-5 SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 ILZF SIDE: SIDE: SIDE: 4.00 1 attest to the best of my knowledge and belief,the above information is correct. hitecI's Signa (5) 3l2tl19 BUILD MENT D VIL C Ox: 2Y OOK 938 KING NY 10573 C1C► 2 9 2019 (914)9 9 39-5801 w$�1 VILLAGE OF RYE BROOK BUILDING DEPARTMENT w,rww*w,rw*,twt:www***wwwwwwww*wawrvr*vew,rw+w*:tw***,rw,wwt***w**+**:rww:tw:t**w,**w,rww*wwr+t ,t*�r,t,t• AFFIDAVIT OF COMPLIANCE VTt LAGE_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 WESTCHESTER2 } as: 31, —C: W r E�+L ,��;.� residing at, ,1 l—�fLef' Oc�.l�Gar/G 90 (Trot name) (Address wbcrc you live) being duly sworn, deposes and states that(s)he is the applicant above named, and further states that (s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; 3fl - W , Rye Brool(, NY. (Job.Addros) 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 hind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. ignatur A-C-- of P )perty Owner(s)) (Prin(Namc of F'raperty Owoa(s)) Sworn to before me this _ da o f IJl�t-Q�- k— , 20 I q (Notary Public) DENISE BERGONZ NOTARY PUBLIC OF NEW JERSEY My Commission Expires 315023 (G) 3121/19 This form must be properly completed &notarized by the Design Professional of record and the Property Owner. Failure to provide this completed form with your permit application will delay the permitting process. Notice of Utilization of Truss Type, Pre-Engineered Wood, or Timber Frame Construction. Title 19 Para 1264 & 1265 NYCRR To: The Building Inspector of the Village of Rye Brook. From: h -6 Subject Property: T3 '11 ^MecZ W-- n�e-(C. roSBL: I Z`1. 84 -?-7Zone: Z-ZO Please take notice that the subject; II One or Two Family; ❑ Commercial, ❑ New Structure AAddition to an Existing Structure J4 Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; ❑ Truss Type Construction(TT) X Pre-Engineered Wood Construction(PW) ❑ Timber Construction(TC) in the following location(s); )I 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§1264 for Commercial Buildings, and NYCRR§iz65 for One&Two Family Dwellings. Date agn frores onal 0VL Dale Pr y Owner /1)b,(q o Date 14clary Public i�1 DENISE BERG NZI . NOTARY PUBLIC OF NEW JERSEY My Commission Expires 31512023 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. ***+F*•Ar+k******h***:k itr•k*sk is ye ir:ryt R�r:r,t*t#*•le k***�k at�trtir***�k*ir:4*i:**�kf ik*ie,twk***#kiF irir**#•.F*�*irk**k**#**ftlFiFiFi►****#**F***fir STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: being duly sworn, deposes and states that he/she is the applicant above named, (print name of individual signing ns 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 /arc-i_-VA lex'-T" for the legal owner and is duly authorized to make and file this application. (indicate archilcct,contractor,agent,utlomey,etc.) That all statements contained herein are true to the best of his/leer 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 lie/she has Inspected the Subjcct property, and that to the best of his/her knowledge there arc no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this �) �{ Swan to before me this day of p/ , 20 -1 day of d , 20� I Sign ture of Property Owner 3-6ialure of Applicant ff __ L' LG W rg nN Cl-?%),S P, 71,y- G Print Name or Property Owner Print Name or Applicant otary Public Notary Public DENISE BERGO NOTARY PUBLIC OF NEW JERSEY SHARI MELILLO My Commission Expires31512023 Notary Public, State of New York No.01 ME6160063 Ouallfled in Westchester County rr11 Commission Expires January 29.20"7-3 (S) 3121/i4 jw u VV Lq REVISE: PLANS "�'' Ofw)'l InD General cotes: 1.ALL WORK SHALL CONFORM TO THE 20MMEW YORK STATE BUILDING CODE.RESIDENTIAL CODE, COI4?ENL EXCAVATION MUST BE FREE OF WATER WHILE FOUNDATION WORK IS IN PROGRESS, FIRE CODE,ENERGY CONSERVATION CONSTRUCTION CODE,EXISTING OL41DING CODE, TRUCKS,BULLDOZERS OR OTHER HEAVY EQUIPMENT SHALL BE OPERATED WITH CAUTION AND %J kJ r\ MECHANICAL CODE,FUEL GAS CODE.AND PROPERTY MAINTENANCE CODE. IN SUCH A MA14HER AS 10 CAUSE NO DAMAGE 70 FOUNDATION SYSI&AS, 2.CONTRACTOR SHALL PROIECt.&BRACE ALL WORK FROM DAMAGE DURING CONSTRUCTION. 9.ALL STRUCTURAL STEEL SHALL BE NEW.CLEAKAND STRAIGHT AND SHALL CONFORM 10 THE LATEST DRION FOR A,$J.M.DESIGNATION A-36 OR A-500 FOR ALL Ir SECTIONS.ALL BUILDING DEPA%RTMENT EMIIN6 2"Scat 3.ALL WORK TO BE PLUMB&TRUE,ALL PLUMBINGWORrIOBF N COMFUAI4CG WITH NYS STRUCTURAL STEEL WORK SHALL COMPLY WITH SPECIFICATIONS FOR THE DESIGN. PLUMBING CODE.ALL ELECTRICAL WORK 10 BE IN COMPLIANCE WITH N.F.C.,ALL HVAC FABRICATION AND CONSTRUCTION OF STRUCTURAL STEEL FOR BUILDING OF THE AMERICAN WORK 10 BE IN COMPLIANCE VAIN ASHRAE STANDARDS.LATEST EDITION.ALL CONIRACIORS AND INSTITUTE OF STEEL CONSTRUCTION LATEST ED]TIO14.1`110VIDE STIFFENER ANGLES 02 PLATES F/TCH M51M R010r, htyy IMal)c4nixt: SUIT-CONIRACTORS SHALL BE LICENSED AND INSURED.ALL PLUMBERS AND ELECTRICIANS ARE UNDER ALL POSTS,COLUMNS OR SIRUIS[HAT ARE CARRIED BY STEEL BEAMS AND IN THE )35flN6 Vfk K A5 RX017 fO MAfOi 1`10 RESPONS BE FOR ANY ADDITIONAL PERMITS.APPROVALS AND INSPECTIONS THEIR PARTICULAR WEB Or BEAMS CANTLEVERED OVER COLUMNS OR BEAMS SUPPORTING HANGERS.UNLESS YOK FLAr PANEL 1!01N�woe TRADE MAY REQUIRE OTHERWISE SHOWN OR SPECIF ED PROVIDE 6xgx Y2 0 EARING ON CONCRETE MASONRY IF ANY. 4,LUMBER MATERIALS USED IN THE BUILDING SHALL BE GOOD,SOUND,DRY FREE FRO161 ROT. 10.HEADERS TO BE(3)-rX TO-IN 2x6 WALLS OR(21 r X 10"IN 2X4 WALLS UNLESS OTHERWISE NOTED. l?ROOF LARGE AND LOSE KNOTS.SHAKES AND OTHER IMPERFECTIONS WHEREBY THE STRENGTH MAY BE IMPAIRED.ALL NEW LUMBER SHALL CONFORM TO 2020 NEW YORK STATE BUILDING CODE IT.INSULATION 114 FLOORS.WALLS AND CEILINGS TO BE A COMBINATION OF FIBERGLASS SAT, CHAPTER 23.FASTENING SHALL CONFORM TO 2020 NYSOC TABLE 2304.10.1 CONTINUOUS RIGID,OR SPRAY FOAM OR CELULOUS INSULATION TYPES TO CONFORM TO ALL LUMBER SHALL CONFORM TO THE REQUIREM841S OF THE AMERICAN WOOD COUNCILS 2020 HYS ENERGY CONSERVATION CONSTRUCTION CODE CHAPTER 4. ............ 15 V5fff1TAN9FA5aA AZEK 50FFI ALL14AIL014AL DESI HIP GN SPECILUDNG FICATIONS FOR BEND[NG 57RESS AND DEFLECIPON,AND 20ORMTO THE 20 NYSBC 23020& WESTCHESTER COUNTY IS CLIMATE ZONE 4A. V Kumum ajr(ER5 FASCIA NYSOC AND OR 2020NYSRBC,PROVDE L�Gt R.BIOCKL�G.NATTERS ANO ROUGH FRAMING 12.ALL FOOTINGS f0 BE A MBJIMUM OF 3.6-BELOW GRADE OR LOCAL FROST D�T14A5 SPEC FIEDOY A Leffleb R911.6a AI)MCUM PRO E DOUBLE RAFTER'AND HEADERS ALL ROOF SKYUGHIS UNLESS OTHERWISE NOTED. TME ARCHITECT.UNDERPIN WHEN NECESSARY. GUTTERS�W LE aF5 ALL LUMBER SHALL BEAR VISIBLE GRADE STAMP.ALL STRUCTURAL LOWER fNCUJD NG BUT NOT 13,HOUSE TO CONFORM 10 ANY LOCAL SUPPLEMENTAL CODE. EXISTING WOF%Va e LIMITED TO TA TOL&LVL BEAMS OR EQUIVALENT SHALL BE 0951'ALLED,PER DRAWINGS AND WM aAWW MA14UFACIURERS SPECIFICATIONS.ALL HANDLING AND INSTALLATION PROCEDURES MUST BE 14.PROVIDE BLOCK10IG AS REQUIRED TO BEARING POSTS ONTO GIRDER OR BEAM CONDITIONS otp SUPPLIED BY THE MANUFACTURER AND SHALL BE FOLLOWED.III JOISTS AND LVL BEAMS SHALL AND VERIFY ALL BEARING TO FOOING. la PLAX 0 x iWA 0,10, 5V WEATKI! NOT BE ALLOWED TO GET WET AT ANY TIME. IS.TO THE BEST OF MY KNOWLEDGE BELIEF AND PROFESSIONAL JUDGEMENT THESE PLANS AND S.WITH USE OF ANY TRUSS TYPE.PRE-ENGINEERED OR UMBER CONISIRUCIION A SIGN WILL BE SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 KY.$.ENERGY CONSERVATION CONSTRUCTION COT PLACED Ai R ADJACENT 70 THE ELECTRIC METER WITH SPECIFICATIONS PROVIDED BY 16.ALL DECK RAILS AND STAIR HANDRAU SHALL C014FORM 10 THE 2020 KYA,BUILDING OD 7 ARCHITECT, SECTIONS 1014 HANDRAILS AND 1014 GUARDS. v: NewwwoW5 S.ALL CONCRETE WORT.DETAILS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE ONNECTORS(HURRICANE WITH THE PROVISIONS OFACI 318 AND ACT 332 OR PCA 100,AND THE 2020 NEW YORK STATE 17.ALL ROOF FRAMING SYSTEMS SHALL BE NSTALIED YVIFH HIGH WIND C VON RESIDENTIAL CODE CHAPTER B.ALL CONCRETE SHALL BE TYPE-1.3000 PSI COMPRESSIVE TIES]IN COMPUA14CE WITH 2020 N.Y.S.BUILDING CODE N9W AZfK TRIM AND SECURELY TIED IN PLACE SO AS 10 PREVENT DISPLACEMENT DURING CONCRETING, 18.ALL POSTS 10 FOUNDATION FOR THE PURPOSE OF SUPPORTING THE ROOF OR OTHER STRUCTURAL AW CRON L STRENGTH AT 28 DAYS.REINFORCING BARS TO C014FORM TO 2020 NYS BUILDING ELEMENTS SHALL BLOCIONG AS SPECIFIED BY THE ARCHITECT OR A NOMINAL DIMDaON OF 4X4 I - CODE SECTION 1905 MODIFICATIONS TO ACT 310. FROM STRUCTURAL ELEMENr7o BE SUPPORTED CONTINUOUSLY TO A SOLID MASONRY REINFORCING SHALL BE ACCURATELY INSTALLED TO REGIURED ELEVATION FOUNDATION THAT WENDS BELOW REQUIRED FROST DEPTH AND RESTS ON A FOOTING OF `K � •✓v i � - � 7.CONTRACTORS TO VERFY ALL CONDITIONS ANO DIMENSlONlS PRIOR TO STARTING WORK. P ANY D15CREPANdFS ARE TO BE REPORTED f0 AACFBfECT.ALL WRIRFJ•1 DIMENISIONiS ON TYPICAL CONSTRUCTION. THE DRAWINGS SHALL TAKE PRECEDENCE OVER ANY S DA NSI 19:ALL SIMPSON STRONG TIE CONNECTORS AND ANCHORS ARE DESIGNED WON SPECIFIC LOADS AM �ME aAWff Remove ap ALL FOOTINGS SHALL BEAR ON UNDISTURBED VIRG N SOIL HAVING A MINIMUM SAFE BEARING CAPACITIES,SUBSTITUTIONS Of THESE HANGERS fOR OWMENI MODEL NUMBERS THAN VINrA 911;WA*eR SPECIFIED BY THE ARCHITECT 08 ENGINEER IS FOROIDDE14 WITHOUT VMIFYNG THE REPLACEMENT 5 MCK CAPACITY OF 2 TONS PER$0.FT.BRACE RETAINING WALLS OR FOUNDATION WALLS AS PART WITH W DESIGN PROFESSIONAL YL REQUIRED.BACKPILL WITH APPROVED MATERIAL,ILACK111LING UNDER SLABS,AROUND AfFRONr ED PIERS AND ON EACH SIDE OF FOUNDATION WALLS SHALL BE DOME IN LAYERS NOT TO EXCEED i o5 ww2wir FK.0 10 INCHES.COMPACTION SHALL BE 957.OF MAXIMUM DENSITY AT OPINUM MOISTURE 11AIIA I D Remove ow BRICK1Er= KARM CLAPPOAV Af FRO1,11'fff-AM IE-L.J CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FOR RESIDENTIAL DISTRCTS L COW09(f Vwxrw W 15 CLAMIM 5VU6 5"Mffilel 5MN6 511 AfAffl? E= 11 OMP CUr 6,6 P05f aww tow mw wo 5H 17 IFI.Af P#a 00 e5TOW ROM %Mwy I-0 VeMWEV5 IMMMN VID 20K CAMM jAMKr)1(=Lt 11EMP1110 LEEM kroe Ff jig;/17n 42- W5 K9MMAP9-7d-L)7j 500 1 n2 5na0FjNf5H 'IA 205 %119cw5br MUWAVONIFRI95f INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT wry 2M0tMKa--wfMuNO2j1 apmiezow few5avol %wair aAzw b caw rwfzwwwuPMw,%ww/"I KOM b 11-fXIM 9-VhLE I 9-VAw I Ll-vmz R-VILIE MP04 R-VAIE! 20 0'6 4n(rxA) 0." 1 059 0.40 9-49 1 R.,,,P -19 9 10,2 Ff 10/1!, MWYMf U9 P2020 W5FCCC40112Fofa--vw1t,20w4. a.R-Tkus xv rmm,Madffs ere.P=bm%lea kwiaLlm is ta-Z m a amiq viodi ts I,5s o-vo Ldw cr jolep dksms cr die Mid&-m, FP\ONT "10/I!r"r4m 9-10 Mtnwu fulblwl M OL mlaw Cf,%Jcrkr or vie inns ar P45 CbAl"Abi at Old talartr crula bmauTL wAL S ELEVATION A e-5 M loALMG Ile--------- 4-4�s---------------------------- SCALE: WfM%CXN 940V 2 WZMS NuMoNrawAirelKw R-90 INe-v/ugs ft(,ELM AW Ifr-M51al OV 09 FILE COPY I Ir- Walcumm%muvamomLay goaNi0a ForiK wamimumm 11f mmmeaup MiLMIGN IM 51*1 000F/R-VA49 alLIZ A55EA=5 SlVa Of 9-10.IMAVCN%U OXMV 0*2 TIP fCl,Of ft WJU FLKI TO 1H 011W.Wa Of W PLATE AW 5HALL NOf M CONFW55EU.iH5 Mnow OP WnmoN rwiA tW l=lJW9Nf5 Of 5XIM 940212%UR LLUM I10 900 5aW FEE r(,16142)oR 26 n-aw OF 1K.rorn MLAIW a"Yj AT&V+ICl`OWX 15 Le%.11115 OVM110M flVa NOT APPLY 112 40 PKI109 MEMP4 WWJUJ N Too aCtIONP407LI Aw at Tom tAxiewe w 5ccwq Wzs, PERMIT SBL# t 7Zj�T FINISHED BASEMENT NOT 037 zL 10/-1/20 REVISED-NO DECK FINISHED S' Nffy__2 9 2021 P REAR PATIO REPAIR I DATE APP D FAPPRO-VED FOR USE AS A SEPARATE S #41 NEW MASONRY PLATFORM&STEPS )`EP5 SEPARATE APARTMENT OR 2a4t z �i n. A 8120120 WV15eV PORCH ROOF RAM DWELLING UNIT 03 BUILDING IN PEC Village of Rye Brook.NY 11120119 WV15e17 ITONr 5elPACK 10/W 19 155LEE7 FOR PEPWf John G. S wy woe Scarlato J r. 191. Architect P%34 L 511.4-1-7 �k LA P7 9 9322 SCOT 120.5 EMTOLDCK THISBUILDING MUST BE POSTED RYE BROOK ZONING COMPARISON CHART A IWL4-i-B fu 33 Byram Hill Road 13331 LOT PART Armonk,NY 10504 or WITH A PERMANENT CONSTRUCTION ADDRESS: 39 MEADOWLARK ROAD SECTION: 136.11 --TBLOCK- I I LOT. 26 ZONE: R-20 "GLOCK LOT ME IDENTIFICATION SIGN; A 20 CK OLD Phone:(914)273-7350 JGSCARLATO@GMAIL.COM ZONING REGULATION REQUIRED/ALLOWED EXISTING PROPOSED LOT SIZE(ACREAGE/SQ.FT.) 20000 32285 32285 GROSS FLOOR AREA((LOT-21780)0.11487421+4000) 5205 2599 2732 ROSE RESIDENCE. MINIMUM FRONTAGE(FT.) 90 A 126+1- N/C 39 MEADOWLARK ROAD PRIOR TO THE ISSUANCE OF A C/O? HORIZONTAL CIRCLE DIAMETER(FT.) 125 /1\ 125+/- N/C RYE BROOK, N.Y. 10573 AS REQUIRED BY NY STATE LAW. FRONT YARD SETBACK(FT.) AVERA6`E45.2 42.4 32.0 'VARIANCE NEEDED ONE SIDE YARD SETBACK(FT.) 10 20 N/C ADDITION,ALTERATIONS TOTAL TWO SIDE YARD SETBACK(FT.) 40 67 56.3 AND RENOVATIONS REAR SETBACK(FT.) 40 164.4 138.9 Village of Rye Brook NEW REAR DECK MAXIMUM BUILDING HEIGHT(STORIES/FT.) 213D 2120.7 N/C Architectu I iew Board HEIGHT SETBACK RATIO FRONT/R.SIDE/L.SIDE .6/1.611.6 .4911.04/.44 .6811.041.44 4��lfso� MAXIMUM LOT COVERAGE MAIN BUILDING 14% 4.76% 6.9% Approval Date: % MAXIMUM LOT COVERAGE DECK 4% 0% 1.8% 1 ex EXTERIOR ELEVATIONS 0;4 6's AS-BUILT/FINAL SURVEY Chairr-&)n- 4 " PLOT PLAN REQUIRED PRIOR TO MAXIMUM LOT COVERAGE ACCESSORY BUILDING 3.5% 0% N/C Pq MAXIMUM IMPERVIOUS LOT COVERAGE 9485 6316 5689 �010650� ZONING CHART FINAL INSPECTION MAXIMUM IMPERVIOUS FRONT YARD 30% 20.6% 25.9% 1�tll GENERAL NOTES NOTES: FRONT YARD AREA CALCULATED 6448 SQ.FT. 0 1�0, INCREASED IMPERVIOUS SURFACES 290 SQ.FT.AT NEW FRONT PORCH AND 63(353 TOTAL) D AAC DRAWING NO. A 0 f FL T FLAN SCALE:1"=30;_0 of:N I NEWFRAYgt7 6W MA01 ewS" CHA EY V MArOi MCH ROOF eI0511N15 ROOF S ULE OF"59W ROOFF ON I{OUSE EX�iBdG 200E SHNLJ e ICE MELD REPLACE SOPPY Aft EMU R FEW NeW AZEK�' ® PA50A FASCIA AM7 CROWN I•EAD 2cPLPLE N.UMW,1M REPLACE N U!A B MME5 AW LOAM DERS GUPIEPS MID LOAM Cohipogre ME FIVE 5mw 5"MWR EkIStH�IG ROOF SFENGLe MEMBER2AL5 AZEK 1PJM M PooFwG 1 HAF171e CLAPBOAIV 5VN(4 5"MEA*U NEWFLOOD LIGdit wn,=wat WW mg CLMBOAt'l7 ......_. :_. yVINED0YJ5 NEW DOOk BJ NEYi(L0LA110N NEW�c�F t SM6 5"IAE{VPER Q — NEWAM ikIM NEW � / �re �rl-=1 A1v47 LRWVN FEN7 I 2 C•BhwO��. I I GurKTE AA "IMP 3 �h,�l I Ew I r I �LIGHr LErR5 FIND our r�,,� I HAOTiE LIAP OARD drb fLAf NOW AZEKCONPOSIiE PA%HA — _ ItwAZEKCQ9Ep iE 51PM5"MAi R s-F • d 61—- F02FLAP s P05f AV GUAR05 REMOVE eIa%M FLA66fONe tl I 2 I PO�ti MYOVE EX<StYJG FLKbiC1AE PANN FEW Ater,COMPO51te �'�r0P AW 5f0NE 5InM NEW WiM70W5 TOP AND 5rot a 51" Ci AT5 W WN.1.AW BULD IF 15" ML W CURVED STONE a YNiH �d,lrMD Dl1b UP 15" HMIDP.A0.5 VW wAL 36"TALL OFF TERRA Ate�� (HEAP 'II! Bu n NEw C�v�StoNe a1 D 17 FL OR WItH BLLESfONE f( �:.��J11= WALL M"fALL OFF 19MACE' NEW �COW �rWUGPU AZET.COMPOSITE ;::-�:..a FLOOR wmi BIdE•51ONe toy' POSf'�GUAk?75 NEW e 15f M e l aM5 MID o FOUNDAtIOW FR '� ! � OUs. E'XISTWG A50N;? d1 WALL �_ NEW MA50\RY 1E WITH$TONE WALLA HMTDRA45 FC1lB�DAilONS FOR P. DIP.f F WITH NEW CORM VO ANn r•LAG5tM T E)d.VG .: Z 5 E>U G iEWM WiM SfOW W V RK61ME iWIV5 V PLAtFORM M87 NEW EX15fOJN SWCCA _ — _--Dt.rfALW SIN como�te——5i= :R5 SfA1P,5 VJI01 NEW MASONRY SfAiRS WITH � cIrM�50u�r STUCCO FTNC�i FLAC6f0t2 iREADS aw FINLy I ————--- JtTP�G5rt3Ri tOP——-- 5VXCO 5M5*V 135MIt ip,tv NEW 505ASREOUREP WALLS AhD RISEI'BACKE0 7N5ANDE SfOJGNRY�Fowt — —— ' N5WMA5ONffraWAW6 Q f FOOrWl6 BE Y-6"BELOW —— —— —— AND FO �r5 3'-d" FLOW Ue FOR MW 3 A5 Re0'D. GRADE MINWIIM RIGHT SIDEELEVATION. -------- __ __. —_- -------____-- ^�— SCALE:1/4"=V-0' 1zEA� ELEVATION SCALE:1/4"=T-0' A 10/1/20 REYISEP-NO DECK REAR PATIO REPAIR NEW MASONRY PLATFORM&STEPS ZL 8120120 MV15EP PORCH ROOF 1',A LING A 11120119 MV15EI7 FEONt%TAa 10/15/19 15%VP FOR FERMft John G. exl5flZ ROOF 51011! S ca rl ato Jr. eX1510JG BR1 B EY ezim ROOF%fu Architect FmieaAwAv 33 Byram Hill Road 9PING 5"MAW, ® MTZ a.AMOAPn Armonk,NY 10504 Se�Nu 5"wcntHE. C00059 Phone:(914)273-7350 EXlSfeJGRooF SHNaE �/"' JGSCARLATO@GMAIL.COM Mef&Hip Rom �a�eR RAQ s ROSE RESIDENCE 39 MEADOWLARK ROAD IME atfoo1w AXw RYE BROOK, N.Y. 10573 3 AND COMP051rf 1 Wt ( NewALur�NUM � GUrrERs AN7 LeAl7ER5 � I NEW MASONRY NEW ASK 6OYPo5ITE ,•• fw2642� � 3 �° ADDITION,ALTERATIONS REMOVE E>asnNu FLAChfoNE �' R5*V 5100 00FF M,v�A 5 REPLACE F1>tnr i85 F`w our AND R E N O VAT I O N S TERRACE fOP IVdD STOVE 51fM�G NEWPLAiFORM ANn NE drb POSt Burn NEW euevEn sfoNe GW�37 WALL Atd�0417 uP 15, %M5 BeYOW A7 K RR f NEW REAR DECK WALL%"T&L OFF 1EMPCE. os a®�®1 FLOOR Wm BLLE5fM TOP _ i U!row FLOOR BUILD Up a%1511NG NA50NRY ToVaWrH51OKWUAV Nu= •`; ,, ..: :...;•' E n w NEW EXTERIOR ELEVATIONS P Rr SL YN NEW CONCREtE %M POUR AND FLAOXNE top NEW W6010 sraRs ,Mn $ ' W&I. SECTIONS FEPAIIf?E%15r1NG MA50 PLAVORM A5 OI1FE I DRAWING NO, 2 � LEFT SIDEELEMTION SCALE:1/4"=11-0' _ A5PWLf 5%%'aE5ON 150 FELTfo NOTE' SQUASH BLOCK MUST BE SQUASH BLOCK MUST BE 12 MAtCHEXlSTiNG BLOCK PANELS MAY BE CUT 1/16"TALLER THAN CUT 1/16"TALLER THAN REQUIRED WITH SHEAR JOIST.2X4 MINIMUM JOIST.2X4 MINIMUM 3'-0"MN.CLeAR iMDM ' VARE5 WALL Af ALL PON 5 ADOVE iH: 9"exa aOR awe CDx PLYWoon � .m FERMI=1+W,&eVeN HANDRAILS ATTACHED TO OR 51•EAft%OP,ZIP°OARn T�f4 eN 5aV WALLS FASTEN RIM BOARD TO 2d2 ROOF RAFtM5 @ I6"O,C,(VERIFY EACH FLOOR JOIST USING AN�AL�MDINA WN5 THE INSIDE OF GUARDS MIHM PLM) ONE 8d NAIL OR 10d BOXFROMPOINT SHALL BE CONTINUOUS ATTIC \\ W5U.AVON VENf DAFFLES��0 F Mc"IV5 ,� NAIL PER FLANGE / ,� wtEN fC1P PA OF GliA�7 ABOVE THE TOP DIRECTLY RISER -----�� 36"la 5}�d D A ISFIRJCnONN'Gl51iA1�7R/N AS VrEU WRD IF GtGP RM DO193LE5 DIRECTLYTO APOINT ABOVE THE LOWEST 33 1 POSf MUSE DE AfiALHsD A5 A NMfDRA'L RISER`'�r 1' �, i�l+\ ' w'� TOFIN&05W 5fAIRfMADAND18�R5 A 1 GRY'eDG? {v\ `�. g1C11 iHAf 1FE DEfWEEN SAD AS WELL AS MEET F THE HT v,`' J r''`�" �� ' MINIMUM CLEAR WITH fA _ i �r ,(�� d WNDRNI 15 CONnNJ0U5 (,a7/FV�dJDpA!LS DIMENSIONAL FROM A POINT I)MCtLY MN.31.5"CLEAR WIDM -� '' �•� ••'��'�r^\� L � ADOVE'fFP TOP PJ�R a ALL� REQUIREMENTS ���GIP�lx16OA87 AL0NLPAGUrTER*VI.EADERS i`1 i �r•�`r\ STAGGER 8d OR 10d g ��x STAGGER T OR 10d fOAPOWrDIPecty HANDRAIL STYLES CAN 9-49 OAM N LAWN '+�'F_'�' BOX NAILS TO �}�'i ,h�'F'�� '( BOX NAILS TO 2dOCLNG,J•'S�16 �\ AVOID x \�S�I� AVOID SPLITTING tom 1w 5f SOLID 0 ALL COMPLY Y,BUT MUST \ �` RM OF iFE FLIGHT 2010 OL. x ^�� / FROM WALL NYSRC R311.6.6.3 FOR (2)2x6 fOP PLACE 11 I`5 W/I%Cf " O B OR 1'\ \ I ��' _ OR OPEN OR FO% GRIP SIZE.VERIFY ANY ON 23/32 APA RATED S PROWR VENTS W/IN�Cf SCREeNS OE NAIL Bd EQUAL)RiM JOIST OE NAIL 8d POST 27 NJN.If iWO z FASCU OR 10d BOX NOTE: OR 10d BOX ��M5 PRE MANUFACTURED plpC� , NAIL TO PLATE LOAD BEARING WALL MUST NAIL TO PLATE INTERIOR RAIL AM U%P HANDRAILS ARE IN BEDROOM BE ALIGNED OR STACKED BEARING WALL COMPLIANCE WITH a OPENINGBETWEEN ARCHUFACTURER ARCHITECT PRIOR TO BALUSTERS SHALL NOT ,l, 2X6 WOOD 5TU75 @ 16"O.C.WttH R-20 a N.5"MIR iF&[e ALLOW 4"SPHERE TO PURCHASE OR ' DANOR 5PRAYPOW U45LLAPON MJJ,OR PASS THROUGH. INSTALLATION. yz'GYPSUM DDA°D , R-13 DAM PLUS R-5 RM IN%MON .,.._.._.,... . _. __.. �..._... --".._.._......._._... M SQUASH BLOCK AND RIM JOIST DETAIL OPENING LNO ALLOW `J SPHERE SHALL NOT ALLOW 6" "PI YWOCR7 5L�•FL00!' /e"Exrer�oR GR a cvX PLwo" NOT TO SCALE THROUGH- SPHERE TO PASS aLEi9 AV NAILED 10 JO15f w/iYVEK mom���ZIP�� ALL RISERS TO HAVE BACKERS OR MODIFICATIONS TO VENT A SPHERE _ Fm•2nd.PI,_ FROEM PASSING G THROUGH G 3'N.a IF TOTAL RISE IS SQUASH DLOCK5 e 16"Of- GREATER THAN 30" q.EAR '� aj pp.va �LEVEL f0 iRMA MPTH a ENDING + II 7/8"fJl FJ.'5 16"O.C. MATCH HOU>E OVU VAPJATION r i REOUkED a Iq FELf AND KE RIM 00/0 NOf f0 k%2W OVER excew A" (2)2x6 PLACE PLYWOOD y2'6YPSUM0°` STAIR CODE DIAGRAM NeWCOMP051M FASCIA , Slllcco r�N15H °oA97 ro AL1GN wiM oN w E LAIFE EXISPW EAW5 CeDA;'PeRFecnav SHNa.es a" 1:ew coMPosltE F NOT TO SCALE � FAMILY Roo VVEATKR DOARD f0 PUGN WI11 OR EX15"EAW5 WWie CLAPOOM 5971146 6" KAfFER 1 New MEfAL 5fANDW6 5eN ROOFNG 16"OL' i 2X6 WOOD 5W5 a I6"O.C.►WTH R-20 YJ S DAff OR S'RAY FOAM INSLLAZN M N.OR If 2x8 FA5CA DOAW Yz GYPSUM DOARD R-0 DATY.PLI15 R-5 RM N LAWN (6)298 M W/ L' CEILUJG J065 FNM FLOOR (2)�'x 7�'5= PLA95 V�OD SLID FLOOR %d'f ERIOP,W m C19X PLYWOOD. %"PLY WOW AWOW 5 D f0 Job; w/Tm Ham ww OR zip Do/v COMP051fe vrt'APPED AND FLmD our 2c6 Pt 5ILL PLACE 6x6 P05f fO 5IW5ON Fm.iet FI. A3116655 DLOCK5 6 16"O.0 POSf CONNEC DLLESfONE FLOOR ON II 7/8"fJI I'A'5 0 I6"O.L. f 0 SAD � Q ��� 10/7/20 REVISED-NO DECK I REAR PATIO REPAIR 1 5iLL 5EA, cmt 5PACE NEW MASONRY PLATFORM&STEPS (2)26 P.1:SG.L PI.AtE F AfON/FROST Z"RAT SU+B LWAL5 8/20/20 MV15EP POKH P.00F P.AiI.ING ' R•19 DAfr WSILfUION M.�l.. '".IIr tERMIfE SMELD I °' iI. snlcLOFIKIg1A°ove GRADe - -- I� 11120119 MVaP FIZOW%fOACK 1 Y"x 18"ANCHORS a 4'-0"O.C, I 4 AND W I'•a'FROM CORNER5 ;a I 10/15/19 1551 p FOR Pt:P.Mlf John G. 4• �e u �gReDAR VeP.i1CC OL. ..•. DOM ALLY AND NDAZONfALLY Scarlato Jr. e q"FROM OUI'305 OF POW Architect 10'POUND CONCRETE FOLIWA(ION WATERPROOFING MEWPA9 OR .„ coAnNG I I"ASPHN.rEwmgONJaw ° 33 Byram Hill Road e d 2 R-10 00 945LLAWN NeW 2 I2 PJDGE I�FLAGSrOKE fC>P ° DOAWAGAW5fFL>WA?'ONDELOW I&Wf fffikuf Armonk,NY 10504 �j MATCH FaM OVER 5"CONCRelt9-VW/6x6/IOdO /SOX, S" n C. �',� t+I4FELtAVKE 55"NM9%�WJE x<i/OA0 < P.f.6x6Po5f. Phone:(914)273-7350 WWM W/VAPOR 6A'fIER ON G ON COMPACfEDG vft ° r t � COLLAR iZ5 EX151WG AVOW ULT �� �"LL)X PLYWOOD COMPPL C,RAVB. R (FORDA5eM%t) „e --a'a�au.DEvoND JGSCARLATO GMAIL.COM a 5161P50N Hgs'JCNJe fie! i•IEWCOMP051rE FA5CIA %W50NA°U6655 ° @ EACH ROOF RAFTERoolwfoxiamN 7 . fUCC0 FINS% ROSE RESIDENCE �� �� EY15iINO EAVES „ e q I?IM4 FOorwG DPJVN W4M IT' f0(Z)Zrb TOP PLACE 11 APPROX.G 3 9 MEADOWLARK ROAD •d GP,AVEL COVER WW 51.f 5QErN ea°, a e F1refEDroDRY41EU 4 (TYP+eAL) -- 1 EweoMPo51fEF II _ • .�,e• t�'�;° fl E 44 MOM 3"n i FROM gDES Fo DO/V fO AZN W9 1 6''COMPACIE �1 RYE BROOK IWDDOrroMOF2q x12 NWW746@16 O.L. 051WGEAVEs N.Y. 10573 CONMM6 Foorm POUR WALL<TYP1c/1> Dpr Flu. _ NEW eFOM MIMOP.MlE i fw 218.1 i"O.C. 5 3" 5" ROOFING_ +/-A" 'E)rFoof Z IeDGPR�ewSnN q"D1AMFOOfin'GDRAfN"1T' ADDITION,ALTERATIONS CANTILEVER 0 GRAVEL CR UUWER%f 5=4 T-O" New2x►O Ib WW2x8PA5CPDOPlJ7d. — — PIFMPfODRYV LL AND RENOVATIONS 0)2x8 REAM W/ 2x6 a 16"O.0 NEW CONCF T FaNPAiI014/FRO5f WALL. i TYPICAL WALL DETAIL (2)'p"x1J,51a CeLWGJOISf. oLEDG>:PFoz NEW REAR DECK WAfEkPROOFWG M�M6P,/VdE OR ; r{ PLACES R.R./WD CLG JOtSf COMN6 , SCALE.3/4++—1+-O+ W2x6816"O.C. 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COMNUOU5 POMP COtMif AND NOTES P05f COmw t FOG"W/ q 0A95 INro COW" I%Xe5f0KE F 0 ON 3" 9' CONfI M5 WWWOe 16"O.C. 10',FR05f/ 5LAD CONM AD fO MATCH EXI5VW FOMAnON WALL 1offr,LEI V-6"DELOWGRADc i CPA1M SPACE `D oNIZ"x2q° GM 5Pa DAT10N/FR05f CC>,VffNI10U5 PORCH FROST WALL AND DRAWING NO, F 2 RAr5LAf3 LO r wAu5 2 PAf POST ATTACHMENT DETAIL SCALE:3/4"=1'-0" *0 SECTIONs�9 Szsp•, SCALE:1/4"=V-0' 01:NI LEGEND NEW CONMUON 0 WW FCU.WAnON 0 E105fl%CON5tf31 WN fO 5rAY O0001?NlUld7ER ® 4YiN'70VY NUM3'R ELEVAnWN WCAfION x EXI511N 5 MA50WY 5TEP5 "gW CuWEt7 5fOW OM WALL \ ----� A 3V'TALL WITH ftLr15f09 fop ' / ' .• PEWME EI05nN6 IOA5014?Y REVI 5TP5 M10 PAT10 AS } WOMPAIPPAXHrO MATCH A5 FeQUITO Pf TER 1 PLAN 'VA o Cap 21" —I �Ex1snNG PAno ON�AI1E NOV 2 3 20 "• RNA EXIsnNG 1 CNfl"-k)5 cv f 12" DATE.( t 1 MAG5t0W 9WACE nrar�usCoJ�rE I ILAff MA IW Ww5TARj L—J L VILLAGE OF RY ) E ROOV G— — — — BUILDINGDEPAR B iVIEI�T 71 _ w. _._...r4._ w �.� J F- ORT FLL . ✓�-�'� MA50NRY 5TEP5 f0 _• - .' .' E1ast1�G EbSndG�":��r° II/22/21 �EVi5EI713A5EMENt PLAN POP LEGAI IZAnON L _ ) EXISM'G P/��DIEPPACE - f _ \ CL 7%lmrWi1�7UwM1IEErS 3 REVISED— NO DECK EM95 moverwNr5 , I0/7/ZO O OF 20"wim OPPAE-a ExlsnrJG __ REAR PATIO REPAIR NiwfHNFRnr�n 2�raLorENUJGAw ) NEW MASONRY PLATFORM & PS ( amr5 C1.05Ef tUN•5.0 5an FEEf / --=� A'Ur.9mim NEf CLEPY. —` `" ►��..— OPEuz 2 8120120 f CsA1N JL�EI OOA� — Q i1/20119 I'EVI5EI2 FUNt 5EfP CK J E%15nNG John G. ( O:1 �'—._rat 10115119 l55I.1'V POP PEP.Mit 15� FCC ROOM � 1 _ n _ � ^v�J���• Sca rl ato Jr. NOVOOR5 / -: ��•�� v ��� l ° ;j• a�� (r_ � •�•^1' ��'�� Architect Od 5C VERY PEPLALC F 1w. ��- POOR IS FILE ) I GA�AGe P.AIE0ANP ` wm=m=7 33 Byram Hill Road tTV CwsING \ Armonk,NY 10504 51C ROOM VEMY Phone: 914 273-7350 \'J V MOLtT PUIVUME1JfA'P, ( JGSCARLATO@GMAIL.COM f,&tChAj4 5 �,. EwsnNG Ew l( ffwt ` MA RY unurY VERIFY <� ROSE RESIDENCE 1 nRERA1E0GYPSUMBOCA �y0 A'ErJ 5fOCGFOTAnONFOR 39 MEADOWLARK ROAD 1 UJ WN-LS AW CE41�G ACCESS f0 CRA1hL SPPLE UJ�ER MC>UJa CoNOuSfloN �• Izw ENV F01'C•R PU01rION EA511% RYE BROOK, N.Y. 10573 A"F1.IPLES AS I OlU O 30"xIe°M!N L' 13' ADDITION,ALTERATIONS N L I = I I AND RENOVATIONS CRA t 5PACE I r'" NEW REAR DECK 2"I?Af 5LAD FII-L VIRf MN CahvAC1W GRAVEL FOR IICY' FILL wrmvcom:pALIEOGt?AVELPop I ' C'201�Y-OfE OUVOAf10r 1FN.L �� I 5"CCAJC"5LADN\V a I 5"COr. 51 tE PD AN7 :�;;',: J:r•:,+: ;�! `• OLLI-%Ore FLO,T ADOVE I ?� KLE50KE FLOOP.AWK- 'l 4 t' BASEMENT/FOUNDATION - - ---- ----------- , ,,,,L--- CONSTRUCTION& �;' ,_;:�r:!„ ;r`3i'.� �.:...;,j i}".. F.:•ia: LEGALIZATION PLAN — "�24"fI1N.•.�tE FODnNG(iN'KJV.)— TPD q9C/.�� DRAWING NO. Tc D :l O '. BASEMENTZFOUNDATION CONSTRUCTION 8c LEGALIZATION PLAN ° A-� >> > > s4 2c2t'r�� SCALE: 1/4 = 1 —0 ofiN .� DOOR SCHEDULE 0 WINDOW SCHEDULE LEGEND LOCATION 5 ZE °OOP. FRANE O MMAJFAcnm MUMIZE MOM.a It MO. WW5 NEW CON51T31Cin ROUQi OPENo�u To FROM VAPIMear LOM hmpj, rn� MATERW. REMN�.S wxH �,., NEwFOUNDn110tJ • A MM`BEN 400 5M5 WXM6 3'O c 5'-0" 1 NEW SNOP.fER Kifam WOW W°EK EXI5"FEVER O EXKil1�i CON5t�1CtI0N f0 SfAY I FOYER PORCH V-0"x 6'-8" LOCK A\V Pat MA}70" MI59ON WOOD EXtEMOKGRAD2 - D AN'DEMN 100 5=5 FVrH30685 3'I"x 6'8" 4 FRONT DOOR 51DEUGir5 AND FOYER 5ve WA1-L5 — — 2 KIMEN PANTRY a. 2'-0"x 6'-8" PA551a 50WP CORE MA50M1E 2 PANEL WOOD _- �r [ — ] EX1511NG f0(3E REMOVED C ANDE95em 400 SERIES TW21042 3'•0�"x A'-4�" 12 W7ER EXI5RNG OR WWKMfR WhH NEW 50 POCKETS .' 3 FWI.L COAL CL05Ef (2)I'•3"x 6'-8" PA55Aa SOUR Cft MA50N11E 2 PANEL V1009 D MB7ER�N 400 5=5 FWQ0068-4 9'-9�"x 6'-6' 1 NEW(2)9�"LN.FEN7EP, ® DOOf'.NUN�4ER 4 VJaC wu 2'-8"x 6'-8" PA55ALd 5O�ID COM W50M T 2 PAWL WOOD E makseN 400 5ERW5 TW2642 2-8�'x 4'•4" 1 wmAcu OLD DOOR L?dDcR EXI vw Few 5 REC ROOM W.PA110 3'-0"x 6'-8" LOCK AND DA.f HDEP.Q.A55 9 UCdir WOO° EXIEPJOR GEADE ® WMOW rl1M6ER F AMMeN 400%M5 1W2MO 3'-O 4'•0 1 tEMPEep a-A55 6 MA51ER OEP900M FW.L 2'-6"x 6'-8" LOCK 5MV COM MASONITE 2 PANcL WOOD 7 H5 VAC MASTER OEDP.00M 2'-O"x 6'-8" PA55ACaE 5aV CODE MAWNIM 2 PME•L WOOD x ELEVATKJN LOCA110N 8 FER WIC MA59P,OWPOO14 2'-6"x 6'-8" PA55a 5OLV COM MA50NIrf 2 PANEL WOO° 9 MA5V,M KOOM MA51ER OWP.00M .2'-6"x 6'-8" LOCK, ID COW MA50NIM 2 PAOL I WOOD WDUU7 NEW STONE am WALL y,-rn WAR LOA'ER FLAGSTONE PATIO AS KOM Al REMOVED OI•D 505 W NEW Mn50NRY 505 WIH OLLESfOW MV5 MIv 5"CO 1RMAD5 AM 5R5 REPLACE E45" REPLACE EA5% NEWCOMPO5iTE GiJA s NEW COMP05119 aKIP5 51frm WU AND 51rnw WN.L My AM HMIDRNL5 EX151M LOW AND WWdPK5 F ER5 A5 RE01= P1 5 AS REOU D FAJ10 BELOW REMOVE 0351M 2 inAD5 A49 F EKISANG DN 9R SfAI WYM REW117 5=5 NEW CON'COM FLALhfOt� WAR EXI%KU AND FLAGSfaZ 1kT AD51Z"AND FLAGS* 11TAV5 Fl M%ONE: RON 5 t l ifl EACH 1"Ma I P ANI7 S&W 5117E5 LAWNG DIJ 5R NEW MA50NEY 5f/W5 W11H NEWCOMFO59 Gim RK61OW ff45 AND 51LI000 AV MMRA'L5 NEW MA50NN, 51DE5 AND RMR5 2R PLATFORM WITH NEWCorpow am5 Fl.AOrONE;t0P AND FWMP.A1.5 NEW(2)9 j"LVL Wi(H 4"51EEL PLATE FEADER 095TiNG NEW(2)I x 9"LVL FEJV R W11H 5i10 POLKEIS R 6 MAWONe - - 10/1/20 REVISED-NO DECK TE EA rNRM1DFLAdFORM D0 " 0c 0c O REAR PATIO REPAiR �� LocnnON OsnNa "� 10 NEW MASONRY PLATFORM&STEPS F� CO." P 8120120 REVI5El7 FORGH ROOF RAILING NEW 9 9 j"LVL FWM W11H 15 24' 2 C C C NEW ® G A 11120119 KV15EP FRONT 5EVACK EA11NG AMA K�� V, �, Mw 09 FLOOR W 9A N N 10115/19 155 90 FOR FERMIt DAB CAB o John G. '1 24" ,�NEwi?PJMM1vED EM" r I%B I �Scarlato Jr. IRAW%5I DEX 24x80 3 °N MWFLATCE&DOe —+ Architect. 10'-0"AFT.•r/- I ---_tEW(2)9'!:2V' M?U REEL PL (FLUSH,___-- I I o 33 Byram HIII Road I 4' Pdate LNWG ROOM Armonk,NY 10504 FAMILY ROOM I 2 x NG 6 OOtWNN55 OVEN5 NEw1RIMME° ;�, Phone:(914)273-7350 OOP a 161104,I OPEN v UM. I MATLNROOF I JGSCARLATO@GMAIL.COM • I I PifLH �c WW WOOD EAUZ _:.....-•__... - = -- -...�_.. _—__ - EXi511NG I �ONMDED 5fAR ROSE RESIDENCE ...... WALL 39 MEADOWLARKROA D iWOK _ REF RYE BROOK, N.Y. 10573 NEW 1RIPLE DOUDLE WWG VWWOW5 MH ` I NEW OAK FLOOR a raw(2)240fADM AND 50 POCKET5 I — P�°"��Q° I-- ► °/w I 5v ——� { ADDITION,ALTERATIONS NEW(2) %9"LVL WW,WITH 5RV POOTO L— 1 NEW(2)2.4 SW POCKETS L?JI7ER 0051M WIMU AND RENOVATIONS / 0 © EX15ilNG 1�•w c 3) ' '�w!Mnic2�)�rx �y�I�---- Ili � c C c NEW REAR DECK ----- „ " © O a O FIRST FLOOR CONSTRUCTION PLAN WFOF.CH WW( 4#14j'1'bM}M WITH P f5 M FLOOR IT-10" NEW(3>2x8 VW(2)"x 7"51EEL PLATE PW _ —NEw c)2x8 W M ; (2)"x 9"59M PLATE%AM EW<-3 ---------------- —®— ------- El— —� F )2xB NAM(2)":7"51Y�6 PLATE OEAM DRAWING NO. D AqC FIRST FLOOR CONSTRUCTION FLAN `90�� SCALE:1/4"=1'-0' c `(•` A�5 ,9 2s26DIN ' OF NEN LEGEND KwCON5i"fION • ��=•� .• NewFaa�ronrwN e05ft CONMWN.V 5fAY ——— u5flNG r0 m wmoveb oDOOP,NUM wulvaw► R • x 10/7/20 REVISED-NO DECK REAR PATIO REPAIR . F.erl.�ce Q NEW MASONRY PLATFORM&STEPS �� BRA nMve n w A55 2 6/20/20 MVeP PaCH I?00F R?A4.ING I 20 19 II/ R?E n. � Q / V15E Pl?ONf 5E1T3ALK WtiL OATH 10115119 155LE12 FOR:I'EP.MIf John G. XPROOM#2 Scarlato Jr. 919 00M#3 - � Architect 30c80 FRAM:IN AM7 FAf01 E�yn O6 cwsrrnooRowNu 33 Byram Hill Road ICYV PILL Armonk,NY 10504 nay Phone;(914)273-7350 N nrnc sr�: 3od�o JGSCARLATO@GMAT L,COM s>,oFe 2i6e lb"ot.ro Mnra1 f�5 rx151NG p00f Fwwr Rom sore �� Cl OSEt www—Ayai, ROSE RESIDENCE -� 39 MEADOWLARK ROAD N I — � I I o � ct-os�f W-1l� RYE BROOK, N.Y. 10573 cMNer ElI I � npl00M#g ADDITION,ALTERATIONS ❑ Keww5np �` AND RENOVATIONS I eepplooM I 41• '- FIR our NEW REAR DECK M w MAS��AiN n AnVMM WN.6 • n fDQoR ROOFz1feR5 �8D o SECOND FLOOR (2)2x10 R > — n —�— �" CONSTRUCTION PLAN 20 16"o.C. I W/U(MA) (b)2dO WAOR DRAWfNO N0. OtENfPED A` ED,q A.A555' 12'-10" O�-�'i b r- SECOND FLOOR CONSTRUCTION FLAN 260'N A .6 . SCALE:1/4"=T-0' �QP NO LEGEND FIBERGLASS SHINGLES WWCON5MlON RIDGE VENT ON 15#BLDG FELT ,•,., NEwFoIMMON O D.OM CONSMEWN f0 SfAY 5/8"EXT.GRADE E___] Ew5mlafoot mime 1"SPACE FOR PLYWOOD SHEATHING AIR FLOW OR ZIP BOARD O POOR"MR (FOLLOW MANUF• # wllnowNurneEx SPECS.) O ROOF RAFTERS x ELEVAMWCMON 16"O.C. RIDGE BEAM NOTE: ICE-SHIELD REQUIRED AT ALL EAVES 36"BEYOND EXTERIOR WALL BELOW _ DGE VENT DETAIL _ _._ __._.._.__..._.._...,.___...__.._.---._.._ _ _ _OF__...___. BETWEEN . 4 ON 12 AND 8 ON 12 24"WHEN PITCH IS 8 ON 12 OR OVER NOT TO SCALE AND OVER ENTIRE ROOF LOWER THAN 4 ON 12 PITCH tew Aimmu 6unu,5 MV 1,9 65 WWRUMMA btlffM . M1D LEAUt�;S 1017120 REVISED-NO DECK M5f!N6 P.DOT REAR PATIO REPAIR NEW MASONRY PLATFORM&STEPS L 2 8/20/20 VEVal7 POMI FOM P.&IN6 exisnNG poop 11120119 MVI%12 fWW%fl3 GK TO 5M IN KI; 10/15/19 1551 V POP,npwf John G. ez�SnNu f 17M eX�rwG S ea rl ato J r. D0511N6 GOOF nowN Amc SrAtE Mowf�wA!I>a�uurrEERs Architect • �LEAI7Et:5 eX1511NG ROOF NeWAX tajr 33 Byram Hill Road AWLEaRR5 Armonk,NY 10504 I Phone:(914)273-7350 ewS�NG El JGSCARLATO@GMAIL.COM 11 Ma 00%146 WOF AS WOUMP I - ROSE RESIDENCE b FAfCHE>V5f9JGK00F 39 MEADOWLARK ROAD. • � ._-. RYE BROOK, N.Y. 10573 MAO D05fM i fV�ffiEs�+E 3oYt; NEw&WI1WMQ1rtEIS NtiWPLUM1tiNM(dJffEPS E@PPCPf6A%w KOOF%NQE5 N�CIUIECt1XA1 R00F COPFrRFLASfi4JG AN17 LEAI�EP.S PM7 LEN9Et?5 �q,�g ADDITION ALTERATIONS 2 x to a 16"Oz. 2 x 10 a 16"O.C. NEW PLUNtlNUM p1C1 5 APlnLE095 r�5MI FIfOi 3 ON 12 PIfoi 5 ON 1 5111117 AID Lea P5 AND RENOVATIONS 2xea1611O.C. AfEAVE �� MWC5 2x6e161104, NEW REAR DECK PIrcH t 4 ON 12 „4 M COW'L111 Lom V FRHt4ON12 14 NRz o N A1uwrEcn�v.�ObF WWALUMllduN - 0 5}9WQ E5 �, 11M3E�WE 30w EPMD wMeme Roam ON FLAP �q'co 5g" eaF5 N ROOF PLAN • NEw rlu►�r,uM uurrE�s • �LEnnEtas 2 �- DRAWING NO. • 2 D -------------- ROOF CONSTKUCTION FLAN 5CALE:1/4"=1'—O' ° * .. 4A 0 62601 ��OF NE`N PRE—DEMOLITION NOTES: _ _ _ _ _��__ _ _= LEGEND 1.THE OWNERS AND THEIR CONTRACTORS SHALL BE FULLY RESPONSIBLE FOR INVESTIGATING, ' w '� Remove IDENTIFYING AND ABATING ALL POTENTIALLY HARMFUL MATERIALS WITHIN THE STRUCTURE THAT wwow mcow vw0w 9°�'s NewC0N5fM1 110N MAY BE DISTURBED OR AFFECTED BY THE PROPOSED WORK.ALL REQUIREMENTS OF N.Y.S.LAWS Q, K&L,PA1H C� f��'%•r WWFOWAWN AND THE REGULATIONS OF THE MUNICIPALITY OF THE PROJECT SHALL BE FOLLOWED.NO ATTEMPT IS MADE DURING OUR REVIEW TO POINT OUT ELEMENTS OF THE EXISTING CONDITIONS ' 0 E)bfwaCON%flcliomf05fAY THAT MAY REQUIRE ABATEMENT.THIS STATEMENT PERTAINS TO ASBESTOS AND LEAD,BUT IS NOT C O N LIMITED THERETO.*IN ADDITION,ALL CONTRACTORS THAT WORK ON THIS PROJECT MUST DEDPOOM 44 C__ ] ewSnNGroee�MOVeD COMPLY WITH THE EPA LEAD LAW WHICH TOOK EFFECT IN APRIL 2010. It09000M#3 "vic IIII 2.CONTRACTOR IS RESPONSIBLE FOR ALL HAZARDOUS MATERIAL TESTS THAT SHALL BE REQUIRED FKL Wwow IIII Q POOR%%war BY THE BUILDING,MUNICIPAL DOB,OR NYS LAW.SUCH TEST SHALL BE DONE BY AN APPROVED, 30160 LICENSED AND INSURED COMPANY AND SIGNED OFF BY THE BUILDING AND DOB PRIOR TO ANY LINEN ® yylpp70VJ�yy DEMOLITION. _�'"- N arL ` II MOVE LIKEN CLOD FOR NEW 3.ALL DIMENSIONS ARE FINISH FACE TO FINISH FACE UNLESS OTHERWISE NOTED. \\ 11 7aACKWPLI ArfICM0 x EI,15VAWNLOCMpN 4.ALL EXISTING WALLS TO REMAIN,OR ALL WALLS AFFECTED BY DEMOLITION OR NEW P� � CONSTRUCTION TO BE PATCHED.PROVIDE CORNER BEADS WHERE REQUIRED;TAPE AND \ CL SPACKLE,PREPARED TO ACCEPT NEW FINISH.ALWAYS USE DIMENSIONS AS SHOWN,DRAWINGS LIMN C� ARE NOT TO BE SCALED, 5.BEFORE PROCEEDING WITH WORK,EACH CONTRACTOR AND SUB-CONTRACTOR SHALL 0MGve WAU. I I THOROUGHLY EXAMINE THE EXISTING CONDITIONS AT THE PROJECT SITE TO ASSURE THAT THE FOR 9WLAYOUf 11 SCOPE OF WORK CAN PROCEED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. / Q, movelill W�IIII 6.PRIOR TO THE START OF REMOVAL/DEMOLITION,PROVIDE TEMPORARY DUST PROTECTION /Remove BETWEEN AREAS DESIGNATED FOR REMOVAL AND EXISTING TO REMAIN.PROVIDE TEMPORARY I a o DUST PROTECTION ON A CONTINUOUS BASIS FOR THE DURATION OF DEMOLITION OPERATIONS. Eoo MINIMUM 6 MIL POLYETHYLENE SHEET SEALED WITH DUCT TAPE AS REQUIRED. MA50,OEPROOM 11 T3EI7�OOM#2 !?EMOVE WALL 7',PROVIDE PROPER SHORE SUPPORTS PRIOR TO THE CUTTING AND OPENING OF EXISTING FORE wwo,arI I WALLS,FLOORS AND ROOF.RELOCATE/RE-ROUTE EXISTING PIPES,CONDUITS,INTERFERING WITH mow I I MA5SR PATH NEW OPENINGS. _ _III I wiN /�,-LJ air DARHOOM IIII Remove Remove / MVDve Remove , Remove MMove WWOWAW I� 1 OFeN WALL FOR Idw IMITION REMOVES POP,RCD 6EIOW LOW 5ECOND FLOOR DEMOLITION PLAN �,--- 1 SCALE:1/4"=T-0' amp ORa WALL r DEMOLITION/REMOVAL NOTES: MWVE FLA(.6fONEN 1.BEFORE PROCEEDING WITH WORK,EACH CONTRACTOR AND SUB-CONTRACTOR SHALL FLOORFOR THOROUGHLY EXAMINE THE EXISTING CONDITIONS AT THE PROJECT SITE TO ASSURE THAT THE SCOPE WWPA5En 10/1/20 REVISED-NO DECK OF WORK CAN PROCEED IN ACCORDANCE WITH THE-CONTRACT DOCUMENTS. CONDITIONS I fry FOUND THAT WILL ADVERSELY AFFECT THE WORK SHALL BE REPORTED TO THE ARCHITECT PRIOR TO REAR PATIO REPAIR PROCEEDING WITH THE WORK SET FORTH IN THE CONTRACT DOCUMENTS. M'AR REN e NEW MASONRY PLATFORM&STEPS FLA05fOe I MA50NR1'MF5 2.PRIOR TO THE START OF REMOVAL/DEMOLITION,PROVIDE TEMPORARY DUST PROTECTION BETWEEN LMPU40f6 MWO'FF,,OR \�— A 8/20120 MVI5PI7 PORCH ROOF MLI.ING AREAS DESIGNATED FOR REMOVAL AND EXISTING TO REMAIN.PROVIDE TEMPORARY DUST �0 t7. ,taw"'�,""W PROTECTION ON A CONTINUOUS BASIS FOR THE DURATION OF DEMOLITION OPERATIONS,MINIMUM 6 7MMOV n AL 1 A 11120119 MV15En PROW 5eTACK MIL POLYETHYLENE SHEET SEALED WITH DUCT TAPE AS REQUIRED. I /— Yy�q 1 Remove Remove1 ^'POW wwow 10115119 15519P POP,Pewif John G. 3.PLUMBING AND ELECTRICAL REMOVALS;PRIOR TO THE REMOVAL OF ANY PORTION OF THE EXISTING /�� Remove— __=w= _--�— _ __ PLUMBING OR ELECTRICAL SYSTEM COMPONENTS THE CONTRACTOR SHALL ARRANGE FOR THOSE / hM50v5feP5 Remove -- =, r RENuOVE Remove PORTIONS OF THE SYSTEM INDICATED FOR REMOVAL TO BE DISCONTINUED,AND WHERE REQUIRED, A5�0'17FOR � ww0W --- f a5 wwovv Wiwo►N Sca rl ato J r. RE-ROUTED AS INDICATED ON DRAWINGS. / / I �woop - 4.EXISTING ELECTRIC PANELS,GAS METERS OR WATER METERS TO REMAIN. / —�� / r Cdlrmrcat~N -��,1 p0yy l? Architect 5.ITEMS INDICATED FOR REMOVAL ON DEMOLITION DRAWINGS INDICATE TYPICAL WORK ITEMS.THE tzroWe emove Remove K1fClEN rj 0 SCOPE OF WORK IS NOT LIMITED TO,AS INDICATED ON THE DRAWINGS,BUT INCLUDES WORK ON ALL MPOW wwm 0vow I 1,�- 0 33 Byram Hill Road AREAS AS REQUIRED TO COMPLETE THE SCOPE OF THIS PROJECT,WHETHER OR.NOT INDICATED. I `�--� Armonk,NY 10504 6.ALL EXISTING BUILDING PARTS INDICATED FOR REMOVAL SHALL BE REMOVED IN THEIR ENTIRETY.ALL —— Re-move alm ——— ,, �\ p I 1 Phone:(914)273-7350 EXISTING BUILDING ELEMENTS NOT INDICATED FOR REMOVAL SHALL BE RETAINED AND SHALL BE \F FORP�wtRAy / II .11 I I JGSCARLATO@GMAIL.COM SAFEGUARDED AND PROTECTED FROM DAMAGE OF ANY KIND. I I I ememes --------- OPeNWA1.L �------- uurrJraEN 7.ALL REFUSE AND DEBRIS CREATED BY THE WORK OF THIS PROJECT SHALL BE REMOVED FROM THE PREMISES AND LEGALLY DISPOSED OF AT AN OFFSITE LOCATION DAILY. I _________ a, 15 i oPeNwAu ROSE RESIDENCE B.ALL DEMOLITION AND REMOVAL WORK SHALL BE PERFORMED IN STRICT CONFORMANCE WITH Reeve Ce1 a OPEN WA L L*z ROOM 39 MEADOWLARK ROAD LOCAL BUILDING AND ELECTRICAL CODES,O.S.H.A SAFETY REGULATIONS AND ALL OTHER RGULATIONSHAVING JURISDICIONINCLUDING TH THE WNEERAND MAN MANAGEMENT. FOP.I W I IFCFWLf?1AYjj 11 RYE BROOK, N.Y: 10573 1'AM1IY KOOM FOP I�EW 1P.AY i i OPEN WALL 9.THE GENERAL CONSTRUCTION CONTRACTOR SHALL COORDINATE THE SEQUENCING OF THE DEMOLITION RSORKS WITH THE WORK OF THE PLUMBING,ELECTRICAL AND MECHANICAL UUB-CONTRACTO (I I PMNWALLFOR ADDITION,ALTERATIONS I AND RENOVATIONS 10.ENTIRELY REMOVING EXISTING WALLS(SHOWN DASHED IN DRAWINGS)FROM CEILING TO FLOOR I I i NEW REAR DECK INCLUDING BASE,TRIM,DOORS,WINDOWS AND FRAMES,REMOVE ENTIRELY ALL MILLWORKS, 171MNG t'OOM COUNTERS,CABINETS AND ITS SUPPORTS.REMOVE ALL CONDUITS,PIPES,SWITCHES,OUTLETS,AND REMOVe CeLIt,4 ETC,ON ALL EXISTING WALLS TO BE REMOVED.BEFORE PROCEEDING WITH THE WORK,COORDINATE FOR NM MAY WITH OTHER CONTRACTORS TO VERIFY THAT SERVICES ARE DISCONNECTED.REFER TO DRAWINGS FOR THE EXTENT OF THE WORK.WHERE REMOVAL HAS OCCURRED AND EXISTING CONDITIONS ARE FOUND THAT AVERSELY AFFECT THE WORK AND REQUIRES RELOCATION,RELOCATE SUCH ITEMS AS DIRECTED BY THE ARCHITECT AND THE OWNER. / Remove OMN MOLL FOR Remove \ 1\� DEMOLITION PLANS _ __ __ \ OPEN WAIL WO 11.PROVIDE PROPER SHORE SUPPORTS PRIOR TO THE CUTTING AND OPENING OF EISTING WALLS, -- w �——"�— II r AW NEWAWttM FLOORS OR ROOF.RELOCATE/RE-ROUTE EXISTING PIPES AND CONDUITS INTERFERING WITH NEW ___ _^_ —— OPENINGS. REMOVE 9Rra FOR NEW SMAi.IER EMOTE wa I_—— whm VOOP,AID ReMOVe MCK wow REM011E DP, I I SrvELrr:rlrs ! I 12.CUTTING AND PATCHING SHALL BE PROVIDED WHERE WALLS ARE DEMOLISHED,INSTALLED OR m�PIeCASeMeNr i MODIFIED AND SHALL BE PERFORMED IN A FIRST CLASS MANNER.ALL FINISHES SHALL BE RESTORED TO KIfCITFN WYJI70W WAf J DRAWING NO, MATCH THE ADJACENT FINISH. I ReMOVE Rnlltd�ED / i ,COED ARCy 1 FW ROM F01MCO. / O�y SCAR4 �c��, 13.ALL EXPOSED ROOF SURFACES SHALL BE PROTECTED AT THE END OF EACH WORK DAY BY MEANS I \ COLUMNSPND OF BEST STANDARDS AND PRACTICES.-ROOF EXPOSURE DUE TO DEMOLITION OR REPLACEMENT OF PAP PALING 0 ,� ++ 1 MATERIALS SHALL BE COVERED FROM WEATHER DESPITE FORECAST BY TARP.OPENINGS IN FIRST EL00� DEMOLITION FLAN � \� �/ I * FENESTRATION SHALL BE COVERED BY PLASTIC SHEETING AT A MINIMUM AND PLYWOOD IF SECURITY `r OF THE STRUCTURE IS AT ISSUE. �----———————� ct+ � SCALE:1/4"=T-0' �9�OF2�;�� ELECTRICAL LEGEND PULP NEW MADWY 51'EP5 t0 IJEW VrCOP.A 51M"Wat POLE t 1l PAI`,l b n APACE ` r% 5 MW MCOM 9 WAY SWIfCN 14 WW MCOVAA 4 WAY 5W O l IJE4'J nELORA nIMh1Et?SWIfCH 0 MwMc0pj\RaPncA tt O)f oacl NEWt7eC0AGeoLwFA.fcieculrwrE►prwpfffn. C NEw r)ECO,".A owv rtarncN. ^✓-✓mil •� NEWPNONE oIULEf 1 •.:•„ New IV G&U OUUr 911WI O/ff Le?nawN LILHr \ ~✓ " 0 5"Niin BAFFEL FEFLAa Flxi 1 1 NEW MCE55W Me noWN Wif `( � FEL 1MM LENS : > � s Win WOKE nErEcraR =' ) cD W»n uw N mcwxve vefEcfoz 1_ OQ win 5M01:E i cPX01J rroNoxr7c coWo nErEcfM C - " ' JKf1GNpMF0pUcHrFnu f_'N WALL 5CONCE.IwcfIQN eox Q WALL Mir jwwN vox t cE�.wG FNJ�UJFORCEn.as�:noN vox :.f y BASEMENT REFLECTED CEILING ELE SCALE: 1/4 = 1 —0 REVISE N PLANS Can U.V'VILL --- NOV_-_ 2ol I ED* vILLAGS OF J 2I I ON EX15mCA LOwep 1 PA110 BLOW l 3 10/7/20 KEWMA50NRY REAR PATIO P.AISEU511NG 5rAX5WTH �� NEW MASONRY PLATFORM & STEP rcPAP U5nNG FLAC6 \e FLA66fONe IUA05 FLAGStON? W.Ad 15" ANP 51U000 5M5 / A 8120120 I9VI5RP FORCN ROOF RAILING LANCING AND NSM NEW MASONRY IA 11120119 ITW eV FP.ONf 5FTACK F.AiFMM WITH ro Exr FLA65fONE fOP 10119119 15502 FOR PERMff SPOT cl (l � LICJir5 ][ `ate' John G. .l 7-71 Nrw 241• ��)` HALL 13A1N .,�1 L__j \ EAnw AMA EA — S ca rl ato Jr. vAk s'� MV90OM#2 :ga� O #3 ———— — — ���° 24" Architect oePWOM PAIJfr'Y O ►w L I OI I f0`� 33 Byram Hill Road ASK Armonk,NY 10504 'ro c I I •+ • Phone:(914)273-7350 5 C JGSCARLATO GMAIL.COM NEW PILL I I 24" nowN I ndLA E Q� LIVING p00M fflC SfA I I 0 N5 OttiNS pvEN ROSE RESIDENCE 5 N5 I F LY P,OOM I IWn,.I M,owt • � aor O I v `I 39 MEADOWLARK ROAD RYE BROOK, N.Y. 10573 I I Jul osEr I O NEW K►fatN GFcI Z r Ir ADDITION,ALTERATIONS •c' AND RENOVATIONS Y ❑❑ GyQ �"4" GPCI nP ROOM#9 NEW REAR DECK I I — • r�wMAsp o n W I K:� —— a• t�/ _j •� • New MA5 tN fa 4P �xr newF Y>;p FIJJ Exr REFLECTED CEILING/ G'�Q �� ELECTRIC PLANS ------ aG I — ——— o i� VAN R I r�,GPQ CI I New rov \y� p ARC±,1 DRAWING N0. J SECOND FLOOR REFLECTED CEILING ELECTRIC PLAN FIRST FLOOR REFLECTED CEILING/ ELECTRIC PLAN SCALE: 1/4" = 1'-0' SCALE: 1/4" = 1'-0' q OFra�aJ