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HomeMy WebLinkAboutBP24-072 s r 4o 'O � a � v (V N N a n _ 46 y � s Ln F+I cr0 M � eq 0 �J O C b N C = all OLin >; y� .; • V Imo`-+ E-i a O Q d "U c0, m q a q ~ W O W Wocovm '� : v W a Q = to en p I. A ^^� W " (a, LinfR z o. co (A004 o ��j+ Q O O ° :' °Jw - O � W � o � w �, ON 0~ `/I � M � � N w �+ � Q � o .�Qr� �Q a (� _ V z .� �� [� Cn 0 Q as O N ■ 00 4,4 c, c� W � �• v wA � � °: � � M�1 14 f••+ Z R.o A o o av .§ ' O d e;�+ p� F' O z _ Q H o �pp w US Ln © AUJ a a . � WZ � 7 •• p w W � v� � a „ : D CC ' REVISED $UILQr MENT VILOOK FEB 13 2023 PLANS 9 $KING ,NY 10573 DATED; IIA7 o7d VILLAGE OF RY1= BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: Approval Date: �it !cam; Application# A9eQ,'3— 7 Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: = Date: Z 3 BOT Approval Date: `` Case# /gyp = Chairman: PB Approval Date: e� 7 d� Case#`d7 s�13"OQ t o Secretary• ZBA Approval Date: /cY Case 4A -00 �� UG Other: 4A. Application Fee. l� Permit Fees: 1d,3 ko EXTERIOR BUILDING PERMIT APPLICATION Application dated-' F?3is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of bui din s,s etures,additions,alterations or for a change in use,as per detailed statement described below. 1. JobAddress: I CICE> F?YF— 1^3V-J0y 1G. 2. Parcel ID#: i 3 S � 4 ( — I — 1 '2— Zone: 3. Proposed Improvement(Describe in detail): 14tt'W f �GP IN e42 N a-�.j PA—I,') 'A C'-I"c4e c-_�l 4. Property Owner: Address: sic►—1 Phone# 9IL4- L4OL1 LLe2I Cell# e-mail bariUrnIO kx �►,Ct�,��� List All Other Properties Owned in Rye Brook: N o Applicant: Address: Phone# Cell# e-mail Architect: Address: Phone# Cell# e-mail Engineer: Address: Phone# Cell/# e-mail!General Contractor: Lt E� © Address: / 9 �q5 -eel Phone#olO3'' u���C(7 / ell# e-mail �l? 811=021 5. Occupani:5 t-Fa ,2-Farn.,Commercial.,etc )Pre- constructioni: I- I`A,t✓i Post-cotstniclion: 6. Area of lot: Square feet:^_ I`) , 0 f?>17-1 acre.: - 7. Dimensions from proposed building or structure to lot lines: front yard: 33c v rear yard:_N A right side yard. f4 I .I left side yard IZ other: 8. If building is located on a corner lot,which street does it front on: F-W — 9 Area of proposed building in square feet: Basement: I°'0: 204 fl:— _ 3'd fl: 10, Total Square Footage of the proposed new construction: _' )Ti 4l• ���t 3y3 11. For additions,total square footage added: Basement _ I"11:-- 2,d 11: 3td 11:= 2, Total Square Footage of die proposed renovation to the existing structure:_ Pr�.-,o `d SI A i t2 " 13. N.Y.State Construction Classification: N.Y.State Use Classification: 14. Number of stories: Overall Height _ Median licight: '- Ne CIiAt-IG��• 15. Basement to be full,or partial: _" finished or unfinished: 16, What material is the exterior finish: L SI ton N 6- 17. Rool'style,peaked,hip,mansard, slued,ctc: Gsar31 _Roofing material: C.,1,F, 18. What system of heating: 19. If private sewage disposal is necessary,approval by the Westchester County I Iealth Department must be submitted with this application. 20. Will the proposed project require the installation of a new,or art extension/modificahou to an existing automatic lire suppression system?(Fire Sprinkler,ANSL System, FM-200 System,Type I Ifood,etc...) Yes: No. ✓ (if yes,applicant must submit it separate Automatic sire Suppression System Permi(application&2 sees of Detailed engineered plans) 21. Will the proposed project disturb 400 sq.ft.or more of land,or create 400% 11.or more of impervious coves c rc uinng a Stormwater Management Control Pcimit as per§217 of Village Code? Yes: No: ✓ %rea: 22. Will the proposed project require a Site Phut Review by the Village Planning Board as per§209 of Village Codc? 3�F3 Yes: / No: _ (iJyes,af)phelnlf R71151 SIFH!)Ilt R.Slle Plml Applicarian,l�provide derailed rira�+ings) 23, Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: (!(yes,you must sirhmil a Site Plan Applicalion,&provide a ietailed topographical stove}) 24. Is the lot located tciihin 100 ft.of a Wctland as per§245 of Villagc Code'? Yes: No: (i(yes,the a•ea of nellmtd mud fire u-ethiiid hin/fer zatie i its l he properly depicted on fire surrey&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 elevatioirs of thellood plane Pit its r he properly depicted on fire sitivey&site plan) 26 Will the proposed project require a Tree Removal Permit as per§235 of Villagc Code? Yes: No: ✓ (dyes,applicout roust suh,ttit a Tree Removal Permit Application) 27. Does the proposed project involve a 110ntc-Clecupation as per§250-38 of Village Code? Yes: No: ✓ Indicate: TfER I: TIIER U: TIER U7:V_ (if ycs,a Home Occupation Permit Rpplicalion is requirec) 28 List all zoning variances granted or denied liar the subject property: 29. What is the total estimated cost of construction: 5 rL`,' )`'X� ran Note:Tile estiniared Corr shall inchttle all site myn-oventenls,labor,inaterial,scaffofding,fixed equipmeni,prplessional fees, mchaling aiiv material and labor which intrt•he donated grabs.if thelinal cost exceeds the estimated cost,air additional fee hill he required prior to issuance of the CIO 30. Estimated date ufcompletion:_Z'-ZZ___---�'�72' t-'' r t t •2 12 _ — (2) REVIS - PLAN NOV 1 7 2023LL DATE : at;l 2i 02, BLII .' -FMENT BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 RESIDENTIAL LOT AREA COVERAGE Address: /y, �//] -� Section: 11 Block: 1 Lot: �a4 PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS Local Law 3-88 YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4% R-20 20,000 14% 3.5% 4% R-15 15,000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% R-12 12,500 17% 4% 4% R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,000 30% 5% 3.5% R-21F 5,000 30% 5% 3.5010 Existing: Proposed: 1. AREA OF LOT I�� t�. ??S Sq. Ft. Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building _ (Including Attached Garage or Accessory Building) I I Z`5 G Sq. Ft. I Sq. Ft. b. Area of 151 Floor Divided By Area of Lot x 100 % 8 % 3. AREA OF ACCESSORY BUILDING (includes Detached Garages,Tool Shed, Playhouses) Sq. Ft. Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 % ~ % 4. AREA OF DECK Sq. Ft. Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 \ % \' % I attest to the best of my knowledge and belief,the above information is correct. 'Olt" tur (3) S/1212021 REVi BUILDING DEPARTMEN PLA NOV 1 7 2023 VILLAGE OF RYE BROOK CHAT 938 KING STRFi,-T Rvr BROOK,NY I _ (9l4)939-0668 BUII uiit.i,f -i i' i' IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 1 Section: i� `l + Block: � Iml: I.2 Zone: 1L -I2 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. "DOTAL. MAXIMUM PERMITTED MAX. FERMI'17ED COVERAGE Zoning. IMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT (sq.ft.) For Base Lot For Lot Area YARD(%) Arcs(sq.R.)* Over Base R-35 --- - 15 - Lot Area % R-25 20 0 to 4,000 0 55 R-20 T 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 8960 23 R-10 45 40,001 & larger 11,260 22 R-7 40 R-5 30 *"Base Lot Area" is the minitnum end of'the lot size [t2-F 30 range in the"Lot Ares"column Area of lot: 60G=, s .ft. Existing Allowed Proposed _ 35 at Total impervious coverage = 31"2�t�' S .ft. �`�-3 S . ft. Sq:ft. Front impervious coverage = y % a S % �' % t.•cLune-� i-���a'�.. �►U-ate t;�r4r� r-F I attest t A i best of my knowledge Wand belie', the above information is correct. Arch' s n. re tI) xlz;�u�l BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: 1015 LtI-L-A-nj /ter'& Section: 13`:; g + Block: Lot: � MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000+ ( (Lot Area —21,780) x 0.11478421 a. Allowed 5 Sq. Feet b. Existing = 13 -Ci Sq. Feet c. Proposed = W7K4iff� 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 EXIST/NC PROPOSED REDU/RED FRONT: FRONT: FRONT: .44 R35 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 0-25 SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 R-20 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .60 07-15 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R-1SA SIDE: SIDE: SIDE: 2.40 FRONT: 143.4 FRONT: 30•Li FRONT: .69 R--12 SIDE: Zc-.,.D SIDE: -7,p .O SIDE: 1.60 FRONT: FRONT: FRONT: .80 R f0 SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 R--7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 ,17-S SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 /T2F SIDE: SIDE: SIDE: 4.00 1 atte it to the be of knowledge and belief, the above information is correct. t� nature (5) // 8/12/2021 D BUILD N _� t � MENT FEB 33 2023 VIL E OFRY OOK 938 KING ET RYE BR `,NY 10573 VILLAGE OF RYE BROOK taZ a�` BUILDING DEPARTMENT +t#+*##*x#*ttittx*tt**+#*##t##t***+tt++t**t+**+****�*l+xk,t*z*zxxzic*zxzxtzxxzzzxxxxxtszi:xxx�,xzx:xzxxzzxzzz 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 PLUMING 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 011 7 ESTC,41 TER ) as: 31, , residing at, 105 n1.Q1n AV& elo� AJy /12 Print name) (Address whertlyou ry ) j being duly sw ,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; JV S Lin&-.4n 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 stomt sewer or sanitary sewer,and further that there are no roof drains,sump pumps,or other prohibited stortnwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer front the subject property in accordance with all State, County and Village Codes, (5r name of Property n s (Print Name of Property(/wrr (s Sworn to before n this (Notar) I'u},lic) CLAUDIA UVALDO (VOTARY PUBLIC, STATE OF NEW YORK NO.01UV61r;, ?56 QUALIFIED IN WESTCI'r-ti[ER LINTY COMMISSION EXPIRES APRIL�2024 Rr12 2021 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. STAVE 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 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 A. c t—,%ec.T 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 perforated,or use conducted at the above captioned property will be in conforniance with the details as set forth and contained ill this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Unifornt 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 f1roin the subject property. Sworn to before the this 'o Sworn to before me this day of ,20 a day of Q ,20 Signature of Prt )tc6` Hcaut b n Pr' t Name of Pro 1 "ner Pont Name of Applicant Notary Public l Nota ,Public SHARI MELILLO CLAUDIA UVALDO Notary Public,State of New York NOTARY PUBLIC,STATE OF NEW YORK No.O1ME6MO63 NO.01UV61o7656 Qualified 1n Westchester County QUALIFIED IN WESTCHESTER COUNTY Commission Expires January 29,20 2 3 COMMISSION EXPIRES APRIL 12,2024 tHl Tillage of Rye Brook Architectural Review Board DEFINITIONS: Approval Date- 2 1 THE WORD"PATCH'MEANS THE CONTRACTOR SHALL PATCH TO ALIGN& MATCH w/EXISTING MATERIAL(U 0 N.) Chairman:— 2 THE WORD"PROVIDE"MEANS THE CONTRACTOR SHALL SUPPLY&INSTALL MORAN RESIDENCE GENERAL NOTES: 1 ALL WORK INCLUDING MATERIAL STRESSES&METHODS OF CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE STATE UNIFORM FIRE PREVENTION AND BUILDING CODE AND ALL LOCAL ORDINANCES GOVERNING THIS CONSTRUCTION. 2 DO NOT SCALE DRAWINGS DIMENSIONS INDICATED.ANY DISCREPANCIES MUST BE BROUGHT TO THE ARCHITECTS ATTENTION. 105 LINCOLN AVENUE 3 TO THE BEST OF MY PROFESSIONAL KNOWLEDGE THESE DRAWINGS CONFORM TO THE - John Anthony Ferraro PC MOST RECENT ADDITION ABLL NEW YORK STATE ENERGY CODE ALL LOCAL CODES ANDENERALLY ACCEPTED PRACTICES A R C H I T E C T 4 ALL ELECTRICAL WORK TO BE DONE IN ACCORDANCE WITH ANY AND ALL LOCAL CODES - ii.� AND GENERALLY ACCEPTED PRACTICES RYE BROOK, NY 1057337 Maple Avenue 5 THE CHARACTER AND SCOPE OF WORK ARE ILLUSTRATED BY THE DRAWINGS TO INTERPRET AND EXPLAIN THE DRAWINGS,OTHER INFORMATION DEEMED NECESSARY New City,New York 10956 BY JOHN ANTHONY FERRARO P.C.,ARCHITECT WILL BE FURNISHED TO THE CONTRACTOR 18 CONTRACTOR SHALL PATCH AND REPAIR ALL SURFACES OPENED FOR THE PLUMBING NOTES: DEMOLITION NOTES. WHEN AND AS REQUIRED BY THE WORK AND IT IS TO BE UNDERSTOOD THAT THE SAID Tel:845-624-075 8 ADDITIONAL DRAWINGS ARE TO BE OF EQUAL FORCE WITH THE DRAWINGS AND INSTALLATION OF THE WORK AND REPAIR ALL EXISTING AREAS TO REMAIN, SHALL BE CONSIDERED AS FORMING PART OF THESE NOTES TO WHICH THEY DAMAGED DURING THE PERFORMANCE OF THE WORK PATCH SHALL ALIGN AND MATCH EXISTING 1 ALL PLUMBING WORK SHALL BE INSTALLED IN ACCORDANCE WITH NEW YORK FIRE 1 CONTRACTOR SHALL BE RESPONSIBLE FOR ANY EMAIL:JAFPC@OPTONLINE.NET RELATE PREVENTION AND BUILDING CONSTRUCTION CODE.APPLICABLE ENERGY CONSERVATION NECESSARY SHORING&BRACING FOR 19 CONTRACTOR SHALL PREPARE FLOOR AREAS WITH SUBSTRATE APPROPRIATE TO FINISH CONSTRUCTION CODE ALL LOCAL CODES AND GENERALLY ACCEPTED PRACTICES COMPLETION OF WORK www.'ohnferraroarchitect.com 6 CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE APPLICABLE SELECTED BY OWNER(S) STATE BUILDING CODES,STATE LABOR LAW AND ALL REGULATIONS OF NEW YORK 2 CONTRACTOR SHALL PROVIDE ALL FIXTURES,PIPING,VALVES ACCESS STATE AND OTHER GOVERNMENT AGENCIES ALL PERMITS SHALL BE 20 THE CONTRACTOR SHALL ORDER 10%ATTIC STOCK OF ALL FINISHED MATERIALS FOR DOORS,HANGERS.FITTINGS AND MISCELLANEOUS COMPONENTS NOT 2 CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND PROPERLY DISPLAYED FOR FUTURE REPLACEMENT IF NECESSARY NECESSARILY DETAILED ON THESE DRAWINGS TO RENDER THE MECHANICAL LEGALLY DISPOSING OF DEBRIS FROM THE SITE IIIIIIIIIIIP SYSTEMS COMPLETE.OPERABLE,AND IN ACCORDANCE WITH APPLICABLE PERMIT# 7 ALL MATERIALS ASSEMBLIES FORMS AND METHODS OF CONSTRUCTION AND 21 ALL EXISTING CONSTRUCTION TO REMAIN SHALL BE PROTECTED DURING CODES AND GENERALLY ACCEPTED INDUSTRY STANDARDS / SERVICES EOUIPMENT SHALL MEET THE FOLLOWING REQUIREMENTS DEMOLITION AS SPECIFIED BY THE ARCHITECT 3 CONTRACTOR SHALL PROVIDE ALL NECESSARY BARRIERS AND �,� A.ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE 3 CONTRACTOR SHALL COORDINATE LOCATIONS OF ALL PIPING AND PROTECTIVE DEVICES FOR PUBLIC SAFETY DURING _ 22 PENETRATION IN OPENINGS OF WALL PARTITIONS OR FLOORS FOR PIPES SLEEVES, EQUIPMENT WITH OTHER TRADES TO AVOID CONFLICTS DEMOLITION AND CONSTRUCTION PROCEDURES 2023 8 ACCEPTED FOR USE UNDER PRESCRIBED CODE TEST METHODS ELECTRIC DEVICES.ETC SHALL BE PACKED SEALED OR OTHERWISE 8 ALL INSULATION SHALL BE EITHER KRAFT OR FOIL FACED OR UNFACED ISOLATED TO MAINTAIN THE REQUIRED STC RATING 4 CONTRACTOR SHALL SEAL AROUND ALL PIPE PENETRATIONS THROUGH FIRE RATED 4 CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT ALL EXISTING ATE AP �.. A 6 MIL POLYETHYLENE 23 VAPOR BARRIER TOWARDS WINTER WARM SIDE OF ASSEMBLY. WALLS.FLOORS AND CEILINGS WITH AN INTUMESCENT FIRE STOP CONSTRUCTION TO REMAIN FROM ANY DAMAGE MATERIAL TO MAINTAIN FIRE AND SMOKE RATINGS DURING DEMOLITION AND CONSTRUCTION PROCEDURES. 9 CONTRACTOR TO CONSULT WITH OWNER PAINTING ALL INTERIOR ROOMS 24 ALL NEW AND DISTURBED FINISHES TO RECEIVE ONE PRIME COAT AND TWO FINISH COATS OF PAINT 5 CONTRACTOR SHALL PITCH ALL SANITARY PIPING(3-)AND UNDER A MINIMUM INCLUDING THOSE NOT EFFECTED BY CONSTRUCTION WHERE APPLICABLE OF 1/4"PER FOOT SANITARY PIPING(4-)ANDABOVE MAY BE PITCHED A MINIMUM 5 CONTRACTOR SHALL PATCH AND REPAIR ALL INTERIOR AND EXTERIOR 25 ALL WINDOWS AND DOORS SHALL BE CAULKED ON EXTERIOR BUILDING. OF 1/8"PER FOOT FINISHES AS REQUIRED TO MATCH EXISTING 6 CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP AND MATERIAL INSTALLED 6 ALL OSHA REGULATIONS ARE TO BE STRICTLY ADHERED TO,ANY a' r aINSP yO, , $ ! e of Rye Brook NY 10 CONTRACTOR SHALL CHECK AND VERIFY ALL EXISTING CONDITIONS AND CHECK UNDER THIS CONTRACT FREE FROM DEFECTS FOR A PERIOD OF ONE(1)YEAR FROM FINES ARE TO BE PAID BY THE CONTRACTOR AND NOT THE OWNER !.i DATE OF SUBSTANTIAL COMPLETION AND ACCEPTANCE BY THE OWNER AND AGREES ALL DIMENSIONS OF THE BUILDING IN THE FIELD BEFORE STARTING WORK AND TO REPLACE DEFECTIVE WORK AT NO ADDITIONAL COST TO OWNER DURING THE REPORT ANY DISCREPANCIES TO ARCHITECTS PRIOR TO START OF WORK ELECTRICAL NOTES: GUARANTEE PERIOD 7 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE NEW YORK STATE, ARCHITECT TO BE NOTIFIED OF DEVIATIONS OR CHANGES MADE TO PLANS AND MODEL BUILDING CODES,REFERENCE STANDARDS AND ALL FEDERAL,STATE,AND MUNICIPAL 11 THE CONTRACTOR SHALL PROVIDE ALL LABOR,MATERIAL.EQUIPMENT,SUPERVISION, 1 CONTRACTOR SHALL MEASURE LOADS IN EXISTING PANEL 7 CONTRACTOR SHALL COORDINATE FINAL LOCATIONS OF ALL PIPING AUTHORITIES HAVING JURISDICTION OVER THE WORK AND ADJUST AS NECESSARY FOR PROPER BALANCING. IN FINISHED AREAS WITH GENERAL CONTRACTOR TO ENSURE 8 DEMOLITION WORK SHALL COMPLY WITH THE NEW YORK STATE REQUIREMENTS IN ADDITION TO THE ANSI A70 6 SAFETY COORDINATION,BONDS INSURANCE PERMITS AND INSPECTIONS AS NECESSARY FOR THE CONCEALMENT OF ALL PIPING IN WALLS.FLOORS AND CEILINGS COMPLETION OF WORK 2 CONTRACTOR SHALL REMOVE EXISTING LIGHT FIXTURES,RECEPTACLES,AND OR REQUIREMENTS FOR DEMOLITION. 12 CONTRACTOR SHALL COORDINATE HIS/HER WORK WITH THAT OF OTHER SWITCHES AS REQUIRED.MODIFY EXISTING CIRCUITRY AS NECESSARY 8 CONTRACTOR SHALL NOT DRILL OR CUT ANY STRUCTURAL MEMBERS WITHOUT 9 THE CONTRACTOR SHALL VISIT THE SITE AND CAREFULLY EXAMINE WORK OF THIS SECTION SO AS TO BECOME FAMILIAR CONTRACTORS AND SUPPLIERS TO CONNECT TO NEW LIGHT FIXTURES,RECEPTACLES AND/OR SWITCHES SHOWN ON PERMISSION OF ARCHITECT DRAWING PROPERLY TERMINATE UNUSED CIRCUITRY AT NEAREST JUNCTION WITH THE EXISTING CONDITIONS AND NATURE AND SCOPE OF WORK AND DIFFICULTIES THAT ATTEND ITS EXECUTION D POINT OR BACK AT ELECTRICAL PANEL IF FED DIRECTLY.LABEL CIRCUITRY FOR 9 CONTRACTOR SHALL 114STALL AIR CHAMBERS ON DOMESTIC WATER SUPPLY 13 CONTRACTOR SHALL NOT OBSTRUCT ACCESS TO STAIRS ENTRANCES OR MEANS OF FUTURE USE PIPING TO PLUMBING FIXTURE 10 THE DRAWINGS MAY NOT SHOW ALL REMOVALS REQUIRED CONTRACT INCLUDES ALL WORK NECESSARY TO PRODUCE EGRESS THE FINAL ARRANGEMENT AS SHOWN,LEAVING NO EXISTING WORK WHICH IS NO LONGER NEEDED THE CONTRACTOR O Ih r ERPn I\n 14 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING WORK DURING THE COURSE 3 CONTRACTOR SHALL RELOCATE LIGHT FIXTURES RECEPTACLES,AND/OR SWITCHES 11 ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS SHALL BE RESPONSIBLE FOR THE ENTIRE DEMOLITION OF SPACE INCLUDING WALLS,CEILINGS ALL FINISHES,EQUIPMENT N `J RA OF CONSTRUCTION ANY DAMAGE RESULTING FROM CONSTRUCTION PROCEDURES SHALL DESIGNATED FOR RELOCATION.MODIFY EXISTING CIRCUITRY AS NECESSARY TO REINSTALL LIGHTING AND WIRING.DUCTWORK AND HVAC EQUIPMENT AND PLUMBING LINES AS REQUIRED 0 A BE THE RESPONSIBILITY OF THOSE CONTRACTORS CAUSING SUCH DAMAGE. LIGHT FIXTURE,RECEPTACLE AND/OR SWITCHES IN LOCATIONS SHOWN ON DRAWING 12 CONTRACTOR SHALL PAY-I ALL PERMITS AND INSPECTION FEES 11 BEFORE STARTING ANY WORK RELATING TO EXISTING UTILITIES ELECTRICAL.SANITARY WATER HEAT,GAS,ETC.,THAT �!O REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION WILL TEMPORARILY DISCONTINUE OR DISRUPT SERVICES TO THE EXISTING BUILDING,NOTIFY THE OWNER&ARCHITECT v 15 THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR INSPECTION OF ALL STRUCTURAL 4 CONTRACTOR SHALLRELOCATE/REMOVE ELECTRICAL CIRCUITRY FOUND IN WALLS 13 ALL CONTROL WIRING SHALL 9E IN ACCORDANCE WITH N E C ELECTRICAL SEVENTY-TWO HOURS IN ADVANCE AND OBTAIN APPROVAL PRIOR TO BEGINNING THE WORK �(j �O Y �� ELEMENTS OF THE CONSTRUCTION.48 HOURS MINIMUM NOTICE IS REQUIRED. DESIGNATED FOR REMOVAL v CODE AND ALL LOCAL CODES ALL CONDUCTORS SHALL BE COPPER WITH 19 16 CONTRACTOR SHALL NOTIFY THE ARCHITECT AT LEAST FORTY-EIGHT(48)HOURS IN ADVANCE THHN INSULATION 12OV11-MMMUM CONDUCTOR SIZE#12 24V-MINIMUM t2 CONTRACTOR SHALL SUPPLY NECESSARY PROTECTION AGAINST DIRT AND DAMAGE AND SHALL BE RESPONSIBLE FOR !!^^ '� 9 OF WORK WHICH WILL AFFECT THE EXISTING BUILDING SERVICES AND OBTAIN THE ARCHITECTS CONDUCTOR SIZE#18 KEEPING THE ACCESS SPACE CLEAN AND FREE OF MATERIALS AT ALL TIMES vJ APPROVAL BEFORE PROCEEDING WITH THE WORK 5 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING,PATCHING AND PAINTING .9 ASSOCIATED WITH ALL ELECTRICAL WORK 14 CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING PIPING& 17 CONTRACTOR SHALL MAINTAIN THE SECURITY AND WEATHER TIGHTNESS OF THE EQUIPMENT AND NOTE AREA:WHERE WORK WILL OCCUR 13 GENERAL CONTRACTOR SHALL KEEP JOB SITE FREE OF ALL MATERIALS AND BROOM CLEAN AND CONTROL THE O EXISTING BUILDING CONSTRUCTION AREA TO JOB SITE AND INFILTRATING AREAS OUTSIDE THE PROJECT AT ALL TIMES GENERAL CONTRACTOR Z Y LU 6 ALL ELECTRICAL CIRCUITRY SHALL BE CONCEALED IN WALLS,CEILINGS AND FLOORS. 15 CONTRACTOR IS RESPONSIELE FOR ALL EXCAVATION,TRENCHING.BACKFILL, TO BE RESPONSIBLE FOR CLEAN UP AND CARTING FOR ALL TRADES WHETHER OR NOT UNDER HIS JURISDICTION IF SAME IS IMPOSSIBLE,ADVISE THE OWNER AND AWAIT APPROVAL/AUTHORIZATION COMPACTION AND RESURFAt aNG TO MATCH EXISTING ASSOCIATED WITH PLUMBING 18 WINDOWS SHALL BE ANDERSEN 400 SERIES AND SHALL BE INSTALLED IN STRICT FOR SURFACE MOUNTING.SUCH EXPOSED CIRCUITRY SHALL BE RUN IN SURFACE METAL V 1 ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND DETAILS PROVIDE SCREENS RACEWAY. 14 CONTRACTOR SHALL RESTORE AT HIS SOLE EXPENSE,ALL AREAS DAMAGED DURING CONSTRUCTION AND GRILLS VERIFY CATALOG NUMBERS WITH PEL.LA REP AS NEEDED TO INSURE 16 CONTRACTOR IS RESPONSIE.E FOR ALL CUTTING.PATCHING AND PAINTING MT a A EGRESS REQUIREMENTS ARE MET PROVIDE SCREENS AND GRILLS OWNER TO CONFIRM PROFILE ASSOCIATED WITH PLUMBING WORK 15 ALL DEMOLITION IS TO BE DONE WITH REASONABLE CARE SO AS TO MINIMIZE DAMAGE TO EXISTING REMAINING 1 AND STYLE OF WINDOWS 7 CONTRACTOR SHALL PROVIDE TYPEWRITTEN SCHEDULES OF ALL WORK SURFACES THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY DOORS AND PARTITIONS AS NECESSARY TO PROTECT W ` GENERAL SPECIFICATIONSMOTES CIRCUITRY IN ELECTRICAL PANEL SCHEDULES SHALL MATCH THE LOADS 17 CONTRACTOR SHALL LOCAT ALL PIPING ON THE WARM SIDE OF BUILDING ADJACENT AREAS z C SHOWN IN THE PROJECT PANEL SCHEDULE INCLUDED WITH THESE +� DRAWINGS.ALL SPARE PANEL SPACES SHALL BE FULLY PROTECTED INSULATION ENVELOPE WITH METAL BLANKS. 16 CONTRACTOR SHALL FOLLOW BUILDING REGULATIONS AND PERFORM WORK AT THE HOURS DESIGNATED BY LOCAL 1.ALL LUMBER USED IN CONSTRUCTION SHALL BE DOUGLAS FIR#2,OR SPF#2 MIN Fb=1200 PSI-E=1.1 X 1000000.ALL 18 PLUMBING&ELECTRICAL CONTRACTOR SHALL COORDINATE NEW TRENCHING ORDINANCES FOR THE PARTICULAR PHASE OF WORK BEING DONE STRUCTURAL HEADERS AND GIRDERS SHALL HAVE 4 X 6 OR 6 X 6 POSTS AT EACH END AS REQUIRED BY STUD SIZES. 8 ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH TO ALLOW FOR THE INSTALLATION OR NEW PLUMBING&NEW ELECTRICAL T �,✓ 3 5 7 THE NATIONAL ELECTRIC CODE LATEST EDITION,AND THE NEW YORK WORK IN THE SAME TRENCH WHEREVER POSSIBLE RELOCATION OF 17 ALL ITEMS SPECIFICALLY DESIGNATED FOR REUSE BUT DAMAGED IN THE COURSE OF WORK PERFORMED UNDER THE _ STATE UNIFORM FIRE PREVENTION AND BUILDING CONSTRUCTION CODE. INSTALLED EQUIPMENT DUE TO LACK OF COORDINATION SHALL BE THE RESPONSIBILITY GENERAL CONTRACT OR OTHERWISE RENDERED UNUSABLE MATERIAL SWILL BE REPLACED AT NO EXPENSE TO THE OWNER dr-v 2.ALL EXTERIOR LUMBER SHALL BE EXTERIOR GRADE.ALL EXTERIOR STEEL,JOIST HANGERS,LAG BOLTS,NAILS AND SCREWS OF THE CONTRACTORS AND SHALL NOT INCUR ADDITIONAL COST TO OWNER SHALL BE GALVANIZED.SIMPSON CONNECTORS(HOT DIPPED)&SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THIS INCLUDES ALL TERMINATED ELECTRIC. NO. Description Date MANUFACTURERS SPECIFICATIONS AND DETAILS 9 CONTRACTOR SHALL OBTAIN,PAY FOR AND COMPLY WITH ALL 18 DEMOLISH PREMISES AS SHOWN ON THE DRAWINGS INCLUDING ALL WALL,WOOD,TRIM,PIPING,PLUMBING FIXTURES,LIGHT - { FIXTURES LIGHT TRACK AND SHELVING UNLESS OTHERWISE NOTED(U O N.). 3.ALL EXTERIOR OPENINGS SHALL BE CAULKED,FLASHED AND WEATHER-STRIPPED. REQUIRED PERMITS.CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS AND SUBMIT COPIES OF ACCEPTANCE CERTIFICATES TO 19 ALL EXISTING PROTRUDING MATERIALS&PLUMBING LINES NOT SHOWN TO REMAIN ON THE DRAWINGS SHALL BE REMOVED 0 4.ALL ELECTRICAL WORK SHALL CONFORM TO NATIONAL FIRE PROTECTION AGENCY(N.F.P.A.,NATIONAL ELECTRIC CODE(N.E.C.) OWNER PRIOR TO COMPLETION OF PROJECT. 1'BEHIND THE PLANE OF THE FINISHED SURFACE PROVIDE ACCESS PANELS AS REQUIRED LOCATION(S)AND SIZE(S) 0AND THE LOCAL UTILITY COMPANY. TO BE APPROVED PRIOR TO INSTALLATION ALL ABANDONED PLUMBING LINES SHALL BE CAPPED AS PER �... CA 10 CONTRACTOR SHALL PROVIDE AND INSTALL ALL BOXES,FITTINGS. 5.WINDOWS ALTERED TO ACCOMMODATE NEW CONSTRUCTION SHALL BE REPLACED IN ACCORDANCE WITH APPLICABLE CODES CONNECTORS,COVER PLATES,AND OTHER MISCELLANEOUS ITEMS,NOT CODE TO AVOID EMITTANCE OF NOXIOUS GASES ;U - LL-- REGARDING EMERGENCY ESCAPE,LIGHT AND VENTILATION REQUIREMENTS. NECESSARILY DETAILED ON THESE DRAWINGS TO RENDER THE ELECTRICAL INSTALLATION COMPLETE AND OPERATIVE AND IN 20 THE GENERAL CONTRACTOR SHALL REMOVE ALL SURFACE MOUNTED BOXES,WIRES,RACEWAYS,ETC u O N 6.GALV.HURRICANE STRAPS SHALL BE PROVIDED AT ALL JOISTS/RAFTERS(EXISTING AND NEW)AS REQUIRED. COMPLIANCE WITH APPLICABLE CODES. O m 21 REMOVE AND DISCARD ALL FLOOR COVERINGS CERAMIC TILE.ETC..SO THAT NEW FLOORING CAN BE PROPERLY INSTALLED �, 11 ALL WIRING SHALL BE COPPER CONDUCTOR MINIMUM SIZE#12 AWG. FLUSH WITH ADJACENT SURFACES THIS SHALL INCLUDE REMOVAL OF ADHESIVES AND SETTING BEDS(U O N) - UNLESS OTHERWISE NOTED. 7.A VAPOR BARRIER SHALL BE INSTALLED ON THE WARM SIDE OF ALL CONSTRUCTION. 22 EXECUTE THE WORK IN A CAREFUL AND ORDERLY MANNER WITH THE LEAST POSSIBLE DISTURBANCE TO THE BUILDING 12 CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING EQUIPMENT VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED 8.INSULATION SHALL BE INSTALLED IN ALL FRAMED WALLS BETWEEN HEATED AND UNHEATED SPACES AS PER LOCAL,STATE,AND AND NOTE CONDITIONS AND AREAS WHERE WORK WILL OCCUR IN FIELD. ENERGY CONSERVATION CONSTRUCTION CODES.WHERE APPLICABLE CONCRETE SLAB INSULATION SHALL BE 2"STYROFOAM. 23 CONTRACTOR SHALL VERIFY BEFORE REMOVAL OF ANY PARTITION THAT THE PARTITION IS NOT A BEARING WALL 13 CONTRACTOR SHALL COORDINATE LOCATION OF LIGHT FIXTURES AND 9.THE WORK"PROVIDE"MEANS THE CONTRACTOR SHALL SUPPLY AND INSTALL, ELECTRICAL EQUIPMENT WITH OTHER TRADES TO AVOID CONFLICTS. ALL CONCERNS AS IT RELATES TO THE STRUCTURE SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE NOTE: THE WALL IS REMOVED 10.ALL NEW CONSTRUCTION SHALL ALIGN AND MATCH EXISTING. 14 CONTRACTOR SHALL SEAL AROUND ALL CONDUIT PENETRATIONS 24 PROVIDE TEMPORARY SUPPORT BEFORE REMOVING ANY BEARING PARTITIONS 11.THE CONTRACTOR IS RESPONSIBLE FOR ACCURATELY REPORTING EXISTING CONDITIONS AS SHOWN ON THE PLANS INCLUDING THROUGH WALLS,FLOORS AND CEILING AT BETWEEN BASEMENT AND AREA ALL HORIZONTAL SUPPORTS TO HAVE A BUT NOT LIMITED TO OF NEW CONSTRUCTION WITH AN INTUMESCENT STOP MATERIAL. 25 CONTRACTOR SHALL RELOCATE ALL PLUMBING TO ACCOMMODATE NEW BATHROOM LAYOUT INCLUDING BUT NOT LIMITED TO MIN OF 6"SOLID BEARING EACH SIDE CLEAN OUTS.STACKS VENTS SUPPLY&RETURN LINES STRUCTURAL HEADERS AND ALL STRUCTURAL COMPONENTS FRAMING MEMBERS IN FLOORS.WALLS AND CEILING FOUNDATIONS, 15 CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES TO AVOID FOOTINGS AND STRUCTURAL CONNECTORS CONFLICTS OF EQUIPMENT INSTALLATION.CONTRACTOR SHALL VERIFY 26 CONTRACTOR TO PROVIDE ALL SERVICES AND LABOR AND EQUIPMENT FOR THE REMOVAL OF DEBRIS GARBAGE OR EXACT LOCATIONS OF ALL EQUIPMENT CONNECTIONS,WIRING DEVICES HEADERS FOR DOORS&WINDOWS. MISCELLANEOUS TREES AND BRUSH IN AND ON PROJECT SITE AS DIRECTED BY THE ARCHITECT. NOTIFY ARCHITECT OF CONDITIONS AND/OR DISCREPANCIES. AND LIGHTING WITH ARCHITECT PRIOR TO INSTALLATION. 16 CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP AND MATERIAL INSTALLED ALL OPENI NGS 3'-0"TO 6-0"TO HAVE 12.TO THE BEST OF MY KNOWLEDGE AND PROFESSIONAL JUDGMENT THESE DRAWINGS CONFORM TO THE FOLLOWING CODES UNDER THIS CONTRACT FREE FROM DEFECTS FOR A PERIOD OF ONE(1)YEAR FROM (2)2X 10 HEADERS I NEW YORK STATE BUILDING CODE INTERNATIONAL BUILDING CODE 2015 TO PLACE DEFSUBSTEC TIA VE WOR COMPLETION N ADDITIOAND ENAL PTANCE COST TODATE OF DURING THEBY THE OWNER AND EES 'RibMO RAN GUARANTEE PERIOD. ALL OPENINGS 5-0"TO 9'-0"TO HAVE(3) NOTES 17 FINAL LOCATIONS AND ELEVATIONS OF ALL LIGHT FIXTURES,RECEPTACLES, 2x10 HEADERS ELECTRICIAN FILL 60P 105 LINCOLN AVENUE RYE BROOK NY SWITCHES,PHONE JACKS.AND CABLE OUTLETS SHALL BE DIRECTED IN �f�� 1.ELEVATION NOTES ARE'TYPICAL"AND APPLY TO ALL ELEVATIONS THE FIELD. MEN APPLICABLE. ALL OTHER OPENING AS SPECIFIED ON REQUIRE 2.PROVIDE CONT.ALUM.FLASHING AT ALL VALLEYS. PLAN -�._"�� TITLE SHEET/NOTES 3.THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FROM THE �S E ELEMENTS DURING DEMOLITIONS. a I«..a V �./ D HVACWVATER THESE CONSTRUCTION 03 e F. Pro ect number MORAN STRUCTION DOCUMENTS/DETAILS PLAN040" V 1 )Date 11-27-23 1.THE CONTRACTOR SHALL CONFIRM EXISTING HVAC CAPACITY AND RECOMMEND ADJUSTMENTS AND SIZING AND SPECS ICATIONS ARE PROPERTY OF OF EXISTING EQUIPMENT TO PROVIDE ADDITION WITH HEAT AND AC.PROVIDE ESTIMATE FOR NEW HVAC SYSTEM Drawn by Author JOHN ANTHONY FERRARO PC ARCHITECT(JAFPC). ATED: 2.CONTRACTOR SHALL CONFIRM ADEQUACY OF EXISTG WATER HEATER PROVIDE NEW WATI=R HEATER IF READ. JAFPC SHALL RETAIN ALL COMMON LAW STATUTORY Checked by CheckerAND OTHER RESERVED RIGHTS,INCLUDING COPYRIGHT. THESE CONSTRUCTION DOCUMENTS SHALL NOT BE SHARED COPIED OR REPRODUCED WITHOUT WRITTEN APPROVAL A-1 o FROM JOHN ANTHONY FERRARO PC ARCHITECT. Scale N N Y co"J � HITE FASCIA T n Y Q1 Q MATCH EXISTING HOUS -� 0 1 _ Al John Anthony Ferraro PC BLACK RAI W/NATURA _ti A R C H I T E C T W D.TOP RAI _ 37 Maple Avenue - New City, NY 10956 J jafpc2@gmail.com BLACK RAIL ilk W/NATURAL ROOF SHINGLES TO MATCH WD.TOP RAIL �. EXISTING No. Description Date 1 RAILING NOTE 12-20-23 - 2 COLUMN 12-20-23 NOTE 3 FASCIA NOTE 12-20-23 MORAN 105 LINCOLN AVENUE RYE BROOK NY FRONT RENDER 12-1 -23 12" = 1'-011 RENDER/MATERIALS Project number MORAN 8"SQ.WHITE SQUARE COLUMNS RAILING Date 12-18-23 Drawn by JF 2 JF a- CV Checked by o NOTES: o 0 0 ALL STEPS/LANDINGS AND PATIO TO BE BRUSHED CONCRETE. RETAINING WALL MATERIAL ARB-1 N TO MATCH EXISTING o CV O N CV Scale "12"= 1'-0 PROP ROOFh^Q 4�; PROP PAVERS . 35.4 10 HO�,E '~ '`` '"_''� John Anthony Ferraro PC ARCHITECT 29.4' W r■ I'1523 TO PROP ROOF Rio 1 Z 37 Maple Avenue BY 5 FT HERE 27 0' New City,New York 10956 r/ TO MOP PATIO �+' uJ _SHRUBS Tel:845-624-0758 PROP.RETAINING EMAIL:JAFPC cr OPTONLINE.NET WALL Ir HGHr PROTE www.iohnferraroarchitect.com STEPS. Z 22.8 TEPS. f J TO RET WALUSTEPS EXISTIN - PROP CONC. r, HOUS STEPS IN EXISTING v - 32 2 LOCATION , t Z EXISTING - e 'PATIO PLANTING BED EXISTING I DRIVEWAY RENDER FRONT 11-15-23 2 1211=1'-0" THIS SITE PLAN IS TAKEN FORM A SURVEY PREPARED BY ALPHONSE PCSCE JR PLS S CIRCLE DALE LANE HOLBROOK.W 11741 DATED JAIN 12 M23 JOHN ERRARO R4 AR 1 SITE PLAN,Copy 1 �� O y �� 1,16 -1-0 Ali. � _vj 9'9 �� W O t� O •• W ifiI4 117G ��- �_IC. _3507 No. Description Date Air •:gyp VV MORAN 105 LINCOLN AVENUE RYE BROOK NY } RENDER/MATERIALS Project number MORAN 3 FRONT RENDER2 11-15-23 Date 11-21-23 121-1-0, Drawn by Author __ _._ g Checked by Checker a. 0 A-1A M M M N O Scale As indicated AV r A,, 9 0 � Z Y C 0 — PROP.ROOF 27.8' PROP.PAVER51 BUFFER X35.4' TO HOUSE John Anthony Ferraro PC A R C H I T E C T 29.4' W 11-15-23 TO PROP.ROOF 37 Maple Avenue REDUCED New City, NY 10956 PATIO BY 5 FT HERE 27.81 jafpC2@gmall.Com z TO PROP.PATIO SHRUBS No. Description Date ZZ > PROP.RETAINING WALL 18"HGHT. Z Q PROP.CONC. STEPS. 0 0 �° / �` 22.8' z � � ° TO RET.WALUSTEPS 0 ;EXISTING PROP.CONC. HOUS STEPS IN EXIS ING - 32.2 LOCATION Y TO PROP.ROOF EXISTING ;Y __ •_,;.. r , ='-` J PATIO PLANTING BED ._ . MORAN "EXISTING-';'--'. DRIVEWAYVe t :F 105 LINCOLN AVENUE RYE BROOK NY SITE PLAN THIS SITE PLAN IS TAKEN FORM A SURVEY ' PREPARED BY: Project number MORAN s ALPHONSE PESCE JR.PLS 11-21-23 5 CIRCLE DALE LANE Date HOLBROOK,NY 11741 DATED:JAN 12,2023 Drawn by J F � _ Checked b CheckerJF � c, r; y 1� 1 n psi !Vf �+•��-:-�..�,.+.r��a-v...,.¢..�anr..r,.-rn O NOV 2 1 2023 1 SITE PLAN y T;7 S-1 - - -- -- - - - o C N 1.011 ��., .,�.....�..,�.�...... ...-- E NT Scale 1/16"_ 1,_0„ EXISTING HOUSE ;EXISTING HOUSE RECESSED STING HOUSE 5 I I SEE RETAuG ' �!'• .I, ^ WALL MAL • Y 1A4rY . I I •. . , ° RAL TO 3E AF F *•` _ I •I EXT PAVERSAVERS ON I :I: John Anthony Ferraro PC ,a•So PIER ' I I Who OWWM PROV 24-SO T042'B ON GRD. O RODFABV I: O(V' 0 0 0 zo I I REBAR GRID. TYP. ! '1:' z` I: _ 3),,_x„_L� _ b ARCHITECT I L_----- —J r r� _ ❑ o -p❑- I — IJ LI LIJ LIJ io r—————�- r——-r—f 3'-0" 6'-41/ 3'-0"4 37 Maple Avenue = I ' I I; r-----� AGAR I— PATIO J New City,New York 10956 °' I I PLANTER I ———— — — — —— — — —— Tel:845-624-0758 L—————-' • • • EN AM:JAFPC@0PT0NLM.NET a - www�johnferraroarchitectcom UP ! 1 . �•'i,-I•-;'•_ ' •t� .j UP ON CONT. ROOF ABV r CONC.WX iS DRNEWAY UN •• :-:• .' •t '! •r••••�•,••-.: CONC.FTG WIX4 RMAR v AS RE=TYP. •: i• '.` ,•.•�.• r•a:•' LANDING • - u• 's _._••3' '�•• •• CONFIRM HEIGHT OF RETAINING C U •. • .°. = •t . •s' .>. .a� �, ti a."•;.•.• s -t � '+• � •:. '3•.•'' �• � WALL WITH FINISHED GRADE CONC STEP VERIFY 18'MAX T&R WITH DRIVEWAY E aI H O ELEVATION RETAINING ALL DETAIL ` 6'-7" 10'-51l2" 1 A-3 17 HUNCH'D T 1 r-6" CONC SLAB f 0 PROPOSED FLOOR PLANS PROPOSED FNDN PLAN 2 1/4"=1'-011 02 1�N 0�` JOHN F RRARO RA EXISTING EXISTING - LIC.# NY 023507 PROPOSED ROOF No. Description Date 1 RAILING NOTE 12-20-23 2 COLUMN NOTE 12-20-23 4 4 GRDR.DIMENSIONS/ALIGNED CLMNS 12-20-23 EXISTING 5 RECESSED LGHTS 12-20-23 STRUCT/DEC.CLMNS I BLACK RAIL WITH NATURAL PROPOSED EXISTING WILL TOP RAIL ROOF iMEgNiTT i O Q BLACK RAIL o W/NATURAL \ WD TOP RAIL 'LJ � ` RAILING TO RAILING TO 36"A.F.F. 36"A.F.F. TO 36"A.F.F , \i ` 4 TYP. Q� >< ® i00loon AVERS ON HUNCHED— L11— "SC1.WHITE *_ ;y-�`>`�t:' -:•':r:' _ 1=1 11=1 I I—III—I 11=1 I I—I 11=1 I I—I 11=1 11=1 I __ ONC.SLAB= _=1 I I-ITRUCT/DEC�CLMNS ' FEI ••'�''S a'••�•'j�-�•rJ..y.t�:•�:�Wit;%:� I-I I I-I 11—)I I-I I I-i I I-I I I-i I I I I I-1 I I-I I MI I i- I I I I_i I I- ,>"%••! '•a- ' I I I-I I 1 MI I I-I I I=I I I=I I I=I I I=I I I=I I Fd I I=I I I=I I Ed I IEI I I =1 I I I-I I F =I I F9 I- ': :``'�:._'a MORAN _ - - 1 I M I 1=1 I CI I MI 11=1 11=1 11=1 11=1 I I I MI I I—)11=1 11_=1 11=1 I M 11= MI 11=I I MI 11=1 11= — =I I 1=1 I 105 LINCOLN AVENUE EA I EA I I I R 151 I I=I I I=I I I=I 11=1 I El 11=I 1 I=I I EI I M1 I I=1 11=1 I El i Ed I M I I=I I I=I I Ed I El I I=I I Ed I El I EI I M 11=I I I=I I -I I I=1 11= =I I R I Ed I El I MI I la Ed I I=1 I El I Ed I I=I I I=I I IE RYE BROOK NY =1 I I=1 I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I i=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=I I 1=1 11=1 11=1 11=1 I I-1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I=1 11=1 11=1 11=1 I MI I CI I 11=1 11=1 I CI 11=1 11=1 I I-I I LEFT SIDE ELEVATION RIGHT SIDE ELEVATION FNDN PLAN/PLAN/ELEV. 4 n >_11 5 1/4°_if—Oil 1/4 =1 0 FRONT ELEVATION Project number MORAN 3 1/4"=V-0" Date 12-18-23 Drawn by JF Checked by JF A-2 Scale 1/4" Allan Block Filter fabric to be wall batter placed between topsoil from vertical R and wall rock Allan Block \ /�i\;: �\\� ��N->/Z\:y' "\i� /\�i\ \�i\�i unit ���y° �\\;\�:�•\� _- John Anthony Ferraro PC �• EXISTING A R C H I T E C T Exposed wall height :- i-�' 12 in(300 mm) 37 Ma le Avenue Retained soil P New City,New York 10956 Finished grade Tel:845-624-0758 '' •'�- Well-graded granular wall EMAIL:JAFPC@OPTONLINE.NET Embedment depth \ \ \ \\/ � � g www johnferraroarchitect.com p ,,�� /\ . ' rock 0.25 in to 1.5 in _ (5 mm to 38 mm) fi 4 in 100 mm)J less than 10%fines 4 in(100 mm)toe drain pipe vented to daylight RETAINING WALL @ PATIO PROPOSED — ROOF TABLE 1:MASONRY WALL UIREMENTS �8"�i R A R 0 R W O-bars dowels P-bars cem ent nonar ` level bacdcfrll onlyA R H11 , 1f so cap other RAILING TO 12411 39 ##4@56 #4@48 detail as desired 11 11 36"A.F.F. 0 Y A., All � 9 �^ 36" 48" #4@32" #4@48" bond beam at top C*:) `J► 48" 63" ##4 a 16" �30" course and every ID other intem>ediate O worse with 2#4 bars ��� U Z 1" `O O-barsldowels roughen joint or , fV � provide 1"x4"key J way,full length ME - unit with seen slotted unit O N P-bars No. oescri on Date r rer-coved (may be a carted unit or gt -iv ew with maso"Sa*) E -- i _ FIGURE 4:BOND BEAM BLOCK TYPES prior to grouting,use wire loop to 3" 3 bars @ 42"o.c. position vertical reinforcement W ' FIGURE 3:TYPICAL MASONRY WALL SECTION wire loop installed in bed joint before mortar sets FIGURE 5:VERTICAL REINFORCEMENT TIE-BOLD DETAIL 1 Section 1 1/2"=1'-0" MORAN 105 LINCOLN AVENUE RETAINING WALL @ FRONT STEP RYE BROOK NY SECTIONS/DETAILS i Project number MORAN Date 11-27-23 Drawn by Author Checked by Checker a. Cn N A-3 M 1 N O N Scale 1/2"=1'-0" N