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BP25-097
a x A _ Ln N N F+ v a Ln y Cr � 0 � cn � ai aq � � •� Q : R o V w W ao x WM's CA bG� w Oo� W Z "4 �° A o o o c v) C4 Z f z O w o : � � W N � �i M O a � AJ;•� cn rA cr Lr) O G v x w � 0. 4vw00 E _V W M ` Z �,/ A Q V n c, V O U M w ►n W c7 j o °° w V Ln O 0 a cr) W "a w w � N F - �. w Q wv, � �g o a �� z z v CA Ux > Q � x w oHa, � w cha _ .1pC � 0 Q U V U O F8w �o 'y Q a. n. O b J Uj OC .vu ar o n mow _ Z ' -�., a � � CIA x � � �,ou di o D U t L IVt la.IV l VIL > xoF 2E OOK 938 KING �C BIB;' ,NY 10573 ID w r. oV APR - 3 2025 VILLAGE OF RYE BROOK FOR OFFICE USE ONLY: n --- Approval Da t �' ® � 20Z P rmit �" `Q�-7 Application# Approval Signature: ARCHITECTURAL REVIEW BOARD:. Disapproved: : Date: Z� BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: CaseIL # Other: Application Fee:' QQ _b Permit Fees: EXTERIOR BUILDING PERMIT APPLICATION Application dated: 03/31/2025 is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below. 1. JobAddress: 64 Rock Ridge Dr. Rye Brook, NY 10573 2. Parcel ID#: 1 35.36-1-17 Zone: R-10 3. Proposed Improvement(Describe in detail): Addition of second story bedroom and new roof over existing single story kitchen and living space. No change to existing footprint OT main structure. ew raised bacKec . Replace ail windows and exterior cladding, 4. Property Owner: Rohit and Lovleen Sharma Address: 64 Rock Ridge Dr. Rye Brook, NY 10573 Phone# 646A99-1260 (Lovleen) Cell# e-mail rsharma3052@gmail.com List All Other Properties Owned in Rye Brook: lovleen.kandhari@gmail.com Applicant: Sarah Mtkin (Bilotta Architecture) Address: 212 N. 9th St-5B, Brooklyn , NY 11211 Phone# 914-384-9315 Cell# e-mail SARAH@BILOTTARCH.COM Architect:Sarah Witkin Address: 212 N. 9TH ST- 5B BROOKLYN, NY 11211 Phone# 914-384-9315 Cell# e-mail Engineer: Address: Phone# Cell# e-mail General Contractor: Joe Amelio (Encore Development) Address: Phone#- 9�'r7�' S5 O 1� 3 Cell# e-mail (1) 6/1/2024 �. occupancy; It-ram,,Z-ram.,Uommercial.,etc...)Fre-construction: 'f"""' Post-construction: I-ram 6. Area of lot: Square feet: 10,625 SF Acres: .25 7. Dimensions from proposed building or structure to lot lines: front yard: 33, rear yard: 45'-6" right side yard: 14' left side yard: 14' other: 8. If building is located on a corner lot,which street does it front on: n/a 9. Area of proposed building in square feet: Basement: 1 fl: 2"d fl: 3'fl: 10. Total Square Footage of the proposed new construction: 11. For additions,total square footage added: Basement: 0 1 rr fl: 0 2nd fl: 700 sf 3rd fl: 12. Total Square Footage of the proposed renovation to the existing structure: 2,720 sf 13. N.Y. State Construction Classification: V N.Y. State Use Classification: R-3 14. Number of stories: 2 Overall Height: 26'-6" Median Height: 15. Basement to be full,or partial: n/a , finished or unfinished: 16. What material is the exterior finish: Stone base; Azek board and batten upper and trim 17. Roof style;peaked,hip, mansard,shed,etc: Gable Roofing material: Asphalt shingle 18. What system of heating: forced air for addition, baseboard for existing houes 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: NO (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 impervious coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: No: X Area: 22. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: X (if yes,applicant must submit a Site Plan Application, &provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No:X (if yes.you must submit a Site Plan Application, &provide a detailed topographical survey) 24. Is the lot located within 100 ft. of a Wetland as per§245 of Village Code? Yes: X No: (if yes, the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes : X 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: X (ifyes,applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No:X Indicate: TIER I: TIER II: TIER III: (ifyes,a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property: 29. What is the total estimated cost of construction: S 350,000 Note:The estimated cost shall include all site improvements,labor,material,scaffolding,fixed equipment,professional fees, including any material and labor which may be donated gratis. If the final cost exceeds the estimated cost, an additional fee will be required prior to issuance of the CIO. 30. Estimated date of completion: 6 months from start (2) 6/S/2024 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 RESIDENTIAL LOT AREA COVERAGE Address: 64 Rock Ridge Dr. Section: 35.36 Block: 1 Lot: 17 PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4% R-20 20,000 14% 3.5% 4% R-15 15,000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% 0 0 0 x R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,000 30% 5% 3.5% R-2F 5,000 30% 5% 1 3.5% Existing: Proposed: 1. AREA OF LOT 10,625 SF Sq Ft no change Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building 1,680 (Including Attached Garage or Accessory Building) Sq Ft no change Sq. Ft. b. Area of 1st Floor Divided By Area of Lot x 100 16 % no change 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 0 Sq. Ft. 240 Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 0 % 2.25 % I att to the best of my knowledge and belief, the above information is correct. Architect's Signature (3) 6/1/2024 s ti BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 64 Rock Ridge Dr. Section: 35.36 Block: 1 Lot: 17 Zone: R-10 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(�0) Area(sq.ft.)* Over Base R-35 15 Lot Area % R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2,200 35 6 001 to 12,000 2,900 27 1,248 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 *"Base Lot Area" is the minimum end of the lot size R2-F 30 range in the "Lot Area" column 625 SF Area of lot. 10, sq.ft. Existing Allowed Pro osP'+ ; Total impervious coverage = 3,600 ft 3,848 Sq. ft 3,840 Sq.ft. Front impervious covers e = 18 % 45 % 18 - NO CHANGEE,fo I attest to the best of my knowledge and belief,the above information is correct. Architect's Signature (4) 6/l/2024 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: 64 Rock Ridge Dr. Section: 35.36 Block: 17 Lot: R-10 MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [(Lot Area —21,780) x 0.11478421 ]: a. Allowed = 2,720 Sq. Feet b. Existing _ 2,020 Sq. Feet c. Proposed = 2,720 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 Vill of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE EXISTING PROPOSED 17E0111MED FRONT: FRONT: FRONT: .44 I135 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 R-25 SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 R-20 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .60 R 15 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R-15A SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 R-12 SIDE: SIDE: SIDE: 1.60 FRONT: .66 FRONT: .g FRONT: .80 It f0 SIDE: 1.57 SIDE: 1_89 SIDE: 2.40 1� FRONT: . FRONT: .96 0_7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 R-5 SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 RZF SIDE: SIDE: SIDE: 4.00 i tIo the best of my knowledge and belief, the above information is correct. Architect's Signature (5) 6/1/2024 BUILD - MENT © 1E cc E WE Vi E OF RY OK 938 KING ET Ri'E BR NY 10573 ( APR - 3 2025 -0 ov VILLAGE OF RYE BROOK BUILDI�,' RTI,._NT AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT. STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: 4 15 If, Der\ S 1'�c 11�(��.. ,residing at, � � kI Ci C �` '�t1�� (Print name) (Address where you live) 1 t �� 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; Rye Brook, NY. (Job Address) Further that all statements contained herein are true,and that to the best of his/her knowledge and belief,that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. 04-La),l0- (Signature of Property Owner(s)) Sl-�roc. (Print Name of Property Owner(s)) Sworn to before me this 35 day of , 20 2S (Notate-Publ io *% N.Y. G. 42 &G". in YYe Cow! 2 6 Commli!!rr F Ires Feb.a1u (6) 6/1/2024 This forams must be properly completed ¬arized by the Design Professional of record and the Property Owner. Failure to provide this complet arm witbamour Permit application will delay the permittingProces . 2 R 4_:F�'.�q::k�::�*_Y4::k*:r*.�x*'.Rx:A.,**.k*A::k:?*****4:*4_*4: APR - 3 2025 ID Notice of Utilization of Truss Type, Pre-Engineered �_�_ �LAG9= of RYE awool: or Timber Frame Construction. (Title 19 Part 1264& 1265 N C ILDING DEPARTMENT To: The Building Inspector of the Village of Rye Brook. From: SQ V "- Subject Property: 64 Rock Ridge Dr. SB05.36-1-17 Zone: R-10 Please take notice that the subject; A One or Two Family; ❑ Commercial, ❑New Structure a Addition to an Existing Structure ❑Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; ❑ Truss Type Construction(TT) �i Pre-Engineered Wood Construction(PW) ❑ Timber Construction(TC) in the following location(s); 1w 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§ia65 for One &Two Family Dwellings. r Sworn to b ore me this I Sworn to before me this S day of hDIJ ,20 day of �-k> ,20 Signature of Property Owner Signature of Design Professional Print Narae of Property Owner Print Name of Design Professional Notary Public N to Pubii Nat�y y 0"P in KATHLEEN MCEVILY comrnla w E c,llm reb.2%��--� NOTARY PUBLIC,STATE OF NEW YORK (7) Registration No.01 MC6118401 Qualified in Westches u t My Commission Expim: 1 This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: Sarah Witkin , being duly sworn, deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the architect for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,ctc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed, or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications, as well as in accordance with the New York State Uniform Fire Prevention &Building Code,the Code of the Village of Rye Brook and all other applicable laws, ordinances and regulations. By signing this application, the property owner further declares that he/she has inspected the subject property, and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this j Sworn to before me this �S r day of8� 1 , 20 2S day of M ( �4 , 20 Z Signature of Property Owner Signature of Applicant Love2lO��o�.Y 1 V� \ � 11) Print Name of Property Owner Print Name of Applicant Notary Public No blic faC r4 C, Y. tlotary P , Ce bn KAT HLEEN MCEV[LY NOTARY PUBLIC,STATE OF NEW YORK Registration No,01 MC6118401 Qualified in Wesichest Cou ty My Commission Ezpim L (g) 6/1/2024 64 ROCK RIDGE DR BILOTTA ARCHITECTURE 212 N.9TH ST 513 BROOKLYN,NY 11211 RYE BROOK, NY _ D)O T 914.384.9315 NOTES DRAWING SYMBOLS ABBREVIATIONS DRAWING LIST AFF ABOVE FINISHED FLOOR IPS IRON PIPE SIZE ARCHITECTURAL SMOKE ALARM AND HEAT DETECTION NOTES AP ACCESS PANEL JC JANITOR CLOSET GENERAL NOTES KIT KITCHEN N - loi FIXTURE CEILING ACCESS DOOR AC ACOUSTICAL 1. ADDITION AND WINDOW REPLACEMENT OF AN EXISTING KO KNOCK OUT R314.3 LOCATION ACID ACOUSTICAL PANELS SINGLE-FAMILY HOUSE.ARCHITECTURAL AND PLUMBING ACT ACOUSTICAL TILE LAB LABORATORY 4 SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING ACTo AS PER PLANS.NO CHANGE IN USE,EGRESS OR LOCATIONS L A/C AIR CONDITIONING LAM LAMINATE H- OCCUPANCY UNDER THIS APPLICATION. IN EACH SLEEPING ROOM. CENTER LINE ® CEILING SUPPLY REGISTER ALT ALTERNATE LAV LAVATORY 2. ALL WORK SHALL BE PERFORMED BY AN INSURED, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE AL ALUMINUM LH LEFT HAND w LICENSED CONTRACTOR AND CONFORM TO THE IMMEDIATE ViGNITY OF THE BEDROOMS. a.REQUIREMENTS OF THE S D O BUILDING CODE. ON EACH ADDITIONAL STORY OF THE DWELLING. LENGTH NG. ARCH ARCHITECT cr INCLUDING BASEMENTS AND HABITABLE ATTICS AND NOT ASPH ASPHALT LW LIGHTWEIGHT O INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS FIRE DEPARTMENT REGULATIONS.UTILITY COMPANY PARTITION TYPE CEILING EXHAUST REGISTER LL . REQUIREMENTS.AND THE BEST TRADE PRACTICES. BRG BEARING I IN VVC LIGHTWEIGHT CONCRETE w OWEWNGS OR DWELLING UNITS WITH SPOT LEVELS AND N p� �� s^ WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT BIT BITUMINOUS LTL LINTEL 3. BEFORE COMMENCING WORK,THE CONTRACTOR SHALL LEVELS A SMOKE ALARM INSTALLED ON THE UPPER LEVEL BLK BLOCK LL UVELOAD SHEET NO SHEET NAME FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL 97 11 WINDOW WALL EXHAUST REGISTER BLKG BLOCKING LVR LOWER THE DEPARTMENT OF BUILDINGS.OBTAIN ALL REQUIRED PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL PERMITS.AND PAY ALL FEES REQUIRED BY GOVERNING STORY BELOW THE UPPER LEVEL. BD BOARD MFT MANUFACTURER T-001.00 TITLE SHEET AND GENERAL NOTES Ix `� NEW YORK AGENCIES. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 BWW BOTH WAYS MRB MARBLE SBL# '03 FEET(914 MM)HORIZONTALLY FROM THE DOOR OR MAS MASONRY 4. THE CONTRACTOR SHALL VERIFY ALL EXISTING OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A 4x REVISION 1� 7 LINEAR SUPPLY DIFFUSER BRK BRICK A-001.00 SITE PLAN&ZONING TABLE X CONDITIONS IN THE FIELD PRIOR TO COMMENCING BLDG BUILDING MO MASONRY OPENING WORK,AND SHALL REPORT ANY DISCREPANCIES SMOKE ALARM REQUIRED BY THIS SECTION.P BUR BUILT-UP ROOFING MTL MATERIALS DM-100.0o DEMOLITION PLANS X DATE A P p 202BETWEEN DRAWYINGS AND FIELD CONDITIONS TOTHE CPT CARPET MAX MAXIMUM ARCHITECT. R314.3.1 INSTALLATION NEAR COOKING APPLIANCES MHDWRB DOOR LINEAR RETURN REGISTER CLG CEILING MECH MECHANICAL S. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED. MC MEDICINE CABINET A-100.00 PROPOSED PLANS X BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY SMOKE ALARMS SHALL NOTE INSTALLED IN THE CER CERAMIN A-101.00 ROOF PLAN X FOLLOWING LOCATIONS UNLESS THIS WOULD PREVENT CT CERAMIC TILE MED MEDIUM 00,00 PART OF THE WORK SHALL BE INCLUDED AS IF THEY A-120.00 IRCP&POWERPLAN X PLACEMENT OF A SMOKE ALARM IN A LOCATION REQUIRED MIN MINIMUM WERE INDICATED IN THE DRAWINGS. CHBD CHALKBOARD BY SECTION R314.3. ELEVATION BENCHMARK MISC MISCELLANEOUS 6. THE CONTRACTOR SHALL COORDINATE ALL WORK IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED LESS CONC CONCRETE 13 U°L D I N G I N J r c-v T THAN 20 FEET(6096 MM)HORIZONTALLY FROM A MW MILLWORKER A-200.00 EXTERIOR ELEVATIONS X PROCEDURES WITH REQUIREMENTS OF LOCAL PERMANENTLY INSTALLED COOKING APPLIANCE. CMU CONCRETE MASONRY UNIT NRC NOISE REDUCTION COEFFICIENT A-300.00 BUILDING SECTIONS X Villa a of�Y�Brook, Y AUTHORITIES. �+G CONSTCONSTRUCTION IONIZATION SMOKE ALARMS WITH AN ALARM-SILENNG HOSE BIB NOM NOMINAL SWITCH SHALL NOT BE INSTALLED LESS THAN 10 FEET(3048 ( 00 06 SECTION/ELEVATION BENCHMARK HB CONT CONTINUOUS OR CONTINUE 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MM)HORIZONTALLY FROM A PERMANENTLY INSTALLED EL(XXX'-XX") CPT CARPET N NORTH PROTECTION OF ALL CONDITIONS AND MATERIALS COOKING APPLIANCE. NIC NOT IN CONTRACT WITHIN THE PROPOSED CONSTRUCTION AREA.THE PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED CS COUNTERSINK NTS NOT TO SCALE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE LESS THAN 6 FEET(1828 MM)HORIZONTALLY FROM A CTSK COUNTERSUNK SCREW SHORING AND BRACING FOR ALL STRUCTURAL OR OC ON CENTER REMOVAL TASKS.THE CONTRACTOR SHALL HAVE SOLE PERMANENTLY INSTALLED COOKING APPLIANCE. 1 RD ROOF DRAIN CYD CUBIC YARD SECTION TARGET&SHEET NUMBEROPG OPENING RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED R314.4 INTERCONNECTION �� DIA DETAIL OD OUTSIDE DIMENSION �� e Brook BY OR DURING THE EXECUTION OF THE WORK. DIAG DIAGONAL ND WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO DIAM DIAMETER ,/ g OA OVERALL �/i l'�>f 8. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK,A BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN OH OVERHEAD SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER DIM DIMENSION ACCORDANCE WITH SECTION R314.3,THE ALARM DEVICES FD FLOOR DRAIN PLAM PLASTIC LAMINATE p, ,`' TRADES(PLUMBING,ELECTRICAL.ETC.). SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE DR DOOR POLYVINYL tteer t R e!'' HY oa 9. THE PLUMBING AND ELECTRICAL WORK SHALL BE AALARMSCTUAT W OF THEOINO ALARM WILL OWEWNG UNIATE ALL OFPHYSI TH 1 DWG DRAWING PEC PORCELAIN ENAMEL ���������N PERFORMED BY INSURED CONTRACTORS LICENSED IN ZZZ OF DRINKING FOUNTAIN INTERCONNECTION IS SMOKE ALARMS SHALL NOT BE PCF POUNDS PER CUBIC FOOT Approval Date: THEIR TRADES.VVHO SHALL ARRANGE FOR AND OBTAIN REQUIRED WHERE LISTED WIRELESS ALARMS ARE DW DISHWASHER PSF POUNDS PER SQUARE FOOT E 10. THE CONTRACTOR SHALL DO ALL CUTTING.PATCHING, INSPECTIONS AND REQUIRED SIGN-OFFS. INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF DETAIL SECTION TARGET&SHEET NUMBER EAST ONE ALARM. ELEC ELECTRICIELECTRICAL PSI POUNDS PER SQUARE INCH PL PROPERTY LINE Chairman: REPAIRING AS REQUIRED TO PERFORM ALL OF THE EXCEPTION SMOKE ALARMS AND ALARMS INSTALLED TO EP ELECTRICAL PANEL WORK INDICATED ON THE DRAWINGS.AND ALL OTHER SATISFY SECTION R314.4.1 SHALL NOT BE REQUIRED TO BE EWC ELECTRIC WATER COOLER R RADIUS WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. INTERCONNECTED TO EXISTING SMOKE ALARMS WHERE 1 EL ELEVATION REF REFERENCE _.��,,,�._ -• w �� _ 11. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT SUCH EXISTING SMOKE ALARMS ARE NOT INTERCONNECTED OR WHERE SUCH NEW SMOKE ALARM EX EXPOSED RES RESILIENT REV REVISION/REVISIONS/REVISED OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR OR ALARM IS NOT CAPABLE OF BEING INTERCONNECTED EXST EXISTING = PLUGGED. TO THE EXISTING SMOKE ALARMS. [ [ FIN FINISH/FINISHED RFG ROOFING 12. THE CONTRACTOR.UPON COMPLETION OF THE WORK. FE FIRE EXTINGUISHER RM ROOM SHALL APPLY FOR DEPARTMENT OF BUILDINGS R314.4.1 HEAT DETECTION INTERCONNECTION I____) DETAIL TARGET&SHEET NUMBER FEC FIRE EXTINGUISHER CABINET S SOUTH INSPECTIONS AND SIGN-OFFS AS REQUIRED. HEAT DETECTION SHALL BE CONNECTED TO AN ALARM OR FUR FLOOR/FLOORING SCH SCHEDULE _"-- 13. AREAS SLATED FOR DEMOLITION SHALL BE TESTED FOR MO ALARM THAT IS INSTALLED IN THE DWELLING UNIT. FUR FURRED/FURRING SC SOLID CORE ^� ACM AND ACPS PROVIDED UNLESS EXEMPT. ALARMS AND SMOKE ALARMS THAT ARE INSTALLED FOR FV FIELD VERIFY SPEC SPECIFICATIONS THIS PURPOSE SHALL BE LOCATED IN A HALLWAY.ROOM 01 t. 14. LATICRETE WATERPROOFING IS TO BE BROUGHT UP A OR OTHER LOCATION THAT WILL PROVIDE OCCUPANT I GA GAGEGAUGE SO SQUARE Irk- L_7 MINIMUM OF 6"ON KITCHEN AND BATHROOM PERIMETER NOTIFICATION. GV GALVANIZED SST STAINLESS STEEL / GC GENERAL CONTRACTOR ST STAIN � ��-�.....� WALLS AND UP THE FULL HEIGHT OF SHOWER TUB ENCLOSURE WALLS. GL GLASS.GLAZING STD STANDARD CARBON MONOXIDE DETECTION NOTES. Y 2020 FIRE CODE OF NY STATE 01 Z ZZLZZ 01 MULTIPLE ELEVATION TARGET&SHEET NUMBER GCMU GLAZED CONCRETE MASONRY UNIT STL STEEL F� 15. ALL PAINTS ARE TO COMPLY WITH MAXIMUM LIMITS GB GRAB BAR TKBD TACKBOARD 1 1 ALLOWED BY NY STATE BLE REGULATIONS.COPIES OF 915.3 DETECTION LOCATIONS GYP GYPSUM BOARD THK THICK u ! AMSOSDEQUATE ARE TO BE AVAILABLE ON SITE AT ALL TIMES AND PLOT PLAN Q APR 3 2025 ADEQUATE VENTILATION ARE TO BE PROVIDED. 01 1 GPL GYPSUM LATH T&G TONGUE AND GROOVE CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN GPPL GYPSUM PIASTER TYP TYPICAL 16. ALL NEW LIGHTING IS TO BE LED THE LOCATIONS SPECIFIED IN SECTIONS 915.3 THROUGH NORTH 915.3.3 PLUS ANY ADDITIONAL LOCATIONS AS REQUIRED BY HDW HARDWARE VAR VARNISH THE MANUFACTURER OF THE CARBON MONOXIDE CH 10'-0"AFF CEILING HEIGHT 17. ALL NEW OUTLETS ARE TO BE GFl HWD HARDWOOD VCT VINYL COMPOSITION TILE DETECTION DEVICE.ALL CARBON MONOXIDE DETECTORS 1 _ SHALL BE INSTALLED IN LOCATIONS THAT AVOID DEAD AIR 0- SLAB HVAC HEATING/VENTILATIOWAIRCONDITIONING VIF VERIFY IN I RYE 18. DEMOLITION AND DEBRIS REMOVAL ARE TO COMPLY I I LA �- R Y�� B c)0j K WITH ALL STATE AND LOCAL CODES. SPACES.TURBULENT AIR SPACES.FRESH AIR RETURNS. HD HEAVY DUTY VIN VINYL 62 ROCK RIDGE DR. t+.r. Ld l� d OPEN WINDOWS,HVAC DUCTS,CLOSED DOORS,AND HT HEIGHT VT VINYL TILE I J; NJ 19. CONTRACTOR IS TO CORRECT ANY MISSING FIRE OTHER SUCH OBSTRUCTIONS THAT COULD PREVENT a LIGHT FIXTURE-WALL SCONCE HC HOLLOW CORE VS VINYL BASE I I B V I L D I 1�i' D I-PA I'm E T STOPPING AND OBTAIN INSPECTION PRIOR TO CLOSING CARBON MONOXIDE FROM REACHING THE DETECTOR. WHERE THERE IS A CONFLICT BETWEEN THE LOCATION HM HOLLOW METAL VF VINYL FABRIC REQUIREMENTS SPECIFIED BY THUS CODE AND THE HOR HORIZONTAL VWC VINYL WALLCOVERING LOCATION REQUIREMENTS SPECIFIED BY THE 125' STAIR AND RAILING NOTES MANUFACTURER OF THE CARBON MONOXIDE DETECTION LIGHT FIXTURE-CEILING FIXTURE INCL INCLUDE/D/ING W WEST NOTE.THIS PLAN IS APPROVED ONLY FOR WORK INDICATED I 1 DEVICE.THE MORE RESTRICTIVE SHALL GOVERN. ID INSIDE DIAMETER WC WATER CLOSET ON THE APPLICATION SPECIFICATION SHEET.ALL OTHER STAIR TO COMPLY NTH SECTION R311 915.3.1 RESIDENTIAL BUILDINGS AND COMMERCIAL INS INSULATE/DAON WD WOOD I I MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE R311.7.8 HANDRAILS BUILDINGS THAT CONTAIN AFUEL-BURNING APPLIANCE WP WATERPROOFING , 64 ROCK RIDGE DR. I 1 CONSIDERED AS BEING APPROVED OR IN ACCORDANCE HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF RYE BROOK,NY 10573 WITH APPLICABLE CODES. EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN CEILING MOUNTED SPRINKLER HEAD p TAX ID:135.36-1-17 RESIDENTIAL BUILDINGS AND COMMERCIAL BUILDINGS IN W °p R311.7.8.1 HEIGHT ALL ROOMS,OCCUPLABLE SPACE,DWELLING UNITS, 0 NO. DATE DESCRIPTION HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE SLOPED SLEEPING AREAS.AND SLEEPING UNITS THAT CONTAIN A PLANE ADJOINING THE TREAD NOSING.OR FINISH SURFACE OF FUEL-BURNING APPLIANCE. WALL MOUNTED SPRINKLER HEAD X 1 03/05/25 ISSUE FOR PERMIT RAMP SLOPE,SHALL BE NOT LESS THAN 34 INCHES(864 MM)AND NOT MORE THAN 38 INCHES(965 MM). [NY]915.4.1.3 COMBINATION ALARMS cc 125' R311.7.8.2 HANDRAIL PROJECTION A COMBINATION CARBON MONOXIDE/SMOKE ALARM SHALL HANDRAILS SHALL NOT PROJECT MORE THAN 4112 INCHES(114 BE AN ACCEPTABLE ALTERNATIVE TO A CARBON MONOXIDE a EMERGENCY LIGHT MM)ON EITHER SIDE OF THE STAIRWAY. ALARM.PROVIDED THAT THE COMBINATION ALARM IS INSTALLED IN A LOCATION 311.7.8.3 HANDRAIL CLEARANCE AND IN A MANNER THAT SATISFIES THE UNIFORM CODE 66 ROCK RIDGE I RYE BROOK HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT REQUIREMENTS FOR BOTH CARBON MONOXIDE ALARMS EXIT SIGN LESS THAN 11/2 INCHES(38 MM)BETWEEN THE WALL AND THE AND SMOKE ALARMS,OR HANDRAILS, THE ROOM(S).AREA(S).OR SPACES)THAT THE COMBINATION ALARM SERVES ARE ALSO SERVED BY A .8.4 CONTINUITY CODE COMPLIANT SMOKE ALARM FIRE ALARM SYSTEM HAND WATERPROOFING DETAIL APPLICABLE CODES - HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF IN THE INSTANCES THAT A SMOKE ALARM OR FIRE ALARM ® DIRECTIONAL EXIT SIGN THE FLIGHT,FROM A POINT DIRECTLY ABOVE THE TOP RISER OF SYSTEM IS REQUIRED BY THE UNIFORM CODE. LOVLEEN•)•ROHIT THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT.HANDRAIL ENDS SHALL BE RETURNED OR SHALL 64 ROCK RIDGE DR. TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. TOWN OF RYE BROOK NY BUILDING CODE RYE BROOK.NY 2-SIDED DIRECTIONAL EXIT SIGN MECHANICAL NOTES TOWN OF RYE BROOK FIRE PROTECTION CODE GUARDRAIL NOTES 2020 RCNYS - CLOTHES DRYER TO BE EXHAUSTED DIRECTLY TO THE OUTDOORS FINISH TILE ON THINSET 2020 ECCCNYS GURADRAIL TO COMPLY WTH SECTION R312 SMOKE DETECTOR TITLE SHEET AND GENERAL NOTES R312.1.1 WHERE REQUIRED SECTION M1502 DRYER EXHAUST M1502.1 GENERAL I LATICRETE 9235 WATERPROOF MEMBRANE ON ENERGY CODE INFORMATION GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN- CLOTHES DRYERS SHALL BE EXHAUSTED IN BACKER BOARD,CONT UP 8"A.F.F.ALL WALLS SIDED WANING SURFACES.INCLUDING STAIRS,RAMPS AND ACCORDANCE WITH THE MANUFACTURERS AT WET AREAS,AND FULL HEIGHT AT SHOWER PRESCRIPTIVE COMPONENT REQUIRE TS LANDINGS.THAT ARE LOCATED MORE THAN 30INCHES(762 MM) INSTRUCTIONS. SMOKE/CARBON MONOXIDE DETECTOR WALLS PER SECTION R402.1.1 OF THE 2020 NY MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT SECTION M1505 MECHANICAL VENTILATION M1505.1 ANY POINT WITHIN 36INCHES(914 MM)HORIZONTALLY TO THE GENERAL 5J8"DUROCK CEMENTITIOS CLIMATE ZONE:4 RED Af? DATE 03/05/25 EDGE OF THE OPEN SIDE.INSECT SCREENING SHALL NOT BE �� Cy CONSIDERED AS A GUARD. WHERE LOCAL EXHAUST OR WHOLE-HOUSE BACKERBOARD FENESTRATION U-.32LEOPY �Gj p,NN PROJECT 2503 MECHANICAL Q JUNCTION BOX SKYLIGHT U-.55 v R312.1.2 HEIGHT VENTILATION IS PROVIDED,THE EQUIPMENT SHALL BE 5/8""MOLDTOUGH"GWB GLAZING U-.40 Q' SCALE AS NOTED REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES, DESIGNED IN ACCORDANCE WITH THIS SECTION. CEILING R-49 Z INCLUDING STAIRS,PORCHES.BALCONIES OR LANDINGS,SHALL TILE ON MUDSET;MIN 1-1/2"ANO WALLS 20 OR 13+5 * * DWG NO. BE NOT LESS THAN 36 INCHES(914 MM)IN HEIGHT AS M15051 RECIRCULATION OF AIR EXHAUST AIR FROM wP FLOOR 0 O MEASURED VERTICALLY ABOVE THE ADJACENT WALKING BATHROOMS AND TOILET ROOMS SHALL NOT BE DUPLEX RECEPTACLE PITCHED 1/4":12"TO GRAIN WITHIN - T_00 1 J•00 SURFACE OR THE LINE CONNECTING THE NOSINGS. RECIRCULATED WITHIN A RESIDENCE OR CIRCULATED SHOWER ENCLOSURE N� I 04034% 0 TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED { EXCEPTIONS: DIRECTLY TO THE OUTDOORS.EXHAUST AIR FROM EXIST SLAB FOF N GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT BATHROOMS,TOILET ROOMS AND KITCHENS SHALL NOT SHEET OF NOT LESS THAN 34INCHES(864 MM)MEASURED VERTICALLY DISCHARGE INTO AN ATTIC.CRAWL SPACE OR OTHER ® DUPLEX RECESSED FLOOR OUTLET CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FROM A LINE CONNECTING THE NOSINGS. AREAS INSIDE THE BUILDING.THIS SECTION SHALL NOT ©COPYRIGHT BILOTTA ARCHITECTURE WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON PROHIBIT THE INSTALLATION OF DUCTLESS RANGE GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD FLOOD THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL PROPRIETARY WI THE OPEN SIDES OF STAIRS,THE TOP OF THE GUARD SHALL BE HOODS IN ACCORDANCE NTH THE EXCEPTION TO PROPERTY OF BILOTTA ARCHITECTURE AND SHALL NOT BE COPIED OR NOT LESS THAN 34INCHES 864 M AND NOT MORE THAN 38 SECTION MI503.3, p SNOW SPEED DESIGN FROST UNDERLAYMENT HAZARDS REPRODUCED WITHOUT WRTTIEIIAUTHORIZATION.THESE CONTRACT INCHES(965 MM)AS MEASURED VERTICALLY FROM A LINE 0 TELEPHONE/DATA RECEPTACLE LOAD WEATHERING (MPH) CATEGORY LINE TERMITE REQUIRED DOCUMENTS WERE PREPARED FOR USE ON INS SPECIFIC SITE M CONJUNCTION WITH ITS ISJUE DATE 414D ARE NOT SUITABLE FOR UaE ON A CONNECTING THE NOSINGS. DEPTH DIFFERENT SITE OR AT A LATER TIME REPRODUCTION OF THESE CONTRACT REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE 30 100/110 C SEVERE 12" MOD/HEAVY YES 9/2$/2007 DOCUMENTS FOR REUSE OR ANOTHER PROJECT IS NOT ALLOWED. WALKING SURFACE TO THE REQUIRED GUARD HEIGHT THAT o TOGGLE SWITCH ALLOW PASSAGE OF A SPHERE 41NCHES(102 ANN)IN DIAMETER. •Y RYE BROOK BILOTTA ARCHITECTURE 212 N.9TH ST 513 BROOKLYN,NY 11211 ZONING INFORMATION 0 T 914.384.9315 GROSS FLOOR AREA CALCULATIONS I FENCE 85.00' I EXIST GROSS FLOOR AREA:2,020 SF I ADDED GROSS FLOOR AREA:+700 SF I TOTAL NEW FLOOR AREA:=2,720 SF II ` ` MAX ALLOWABLE GROSS FLOOR AREA=4,000+[(LOT AREA-21,780)`0.11478421] ` =4,000+[(10,625-21,780)0.114784211 I EXISTING INGROUND POOL I =4,000+[-11,115;0.114784211 I ` I ` =4,000-1,280 I =2,720 I I POOL EQUIPMENT TAX ID: 135.36-1-17 II ZONE R-10,ONE-FAMILY RESIDENTIAL DISTRICT I EXISTING CONCRETE POOL DECK DIMENSIONAL STANDARDS REQUIRED/ALLOWED EXISTING PROPOSED I LOT AREA(MIN) 10,000 SF 10,625 SF NO CHANGE II I LOT WIDTH(MIN AT SETBACK) 60' 85' NO CHANGE 4 BUILDING SETBACKS(FEET) 23'-1 1/2" 14'-4" ` FRONT YARD 30' 33' NO CHANGE ` SIDE YARD LEAST ONE:10' 14' NO CHANGE I TOTAL TWO:25' 28' NO CHANGE REAR YARD 30' 55'-6" 45'-6" 1 r*———————— BPP I BLDG.HEIGHT(MAX) 30' 22' 26'-6" I I I STORIES 2 2 2 i I HEIGHT/SETBACK RATIO: I I ( NEW RAISED WOOD DECK I FRONT .80=26'-4" .66 .5(AT ADDITION)-NO INCREASE I II EXISTING BRICK PATIO i I SIDE 2.40=33'-6" 1.57 1.89 LOT COVERAGE II _ ujMAIN BUILDING (MAX) 20% 1,680/16% NO CHANGE o I i I w 4-—— _————— NEW GABLE ROOF OVER DECKS(MAX) 3.5% 0% 240 SF/2.25% U STAIR TO ADDITION Y 0 I `o GATE NEW SECOND STORY I 0 LOT COVERAGE CALCULATIONS N N ADDITION OVER EXISTING N co FROM TABLE: `D I 1-STORY I to MAX ALLOWABLE=BASE LOT AREA+27%(LOT AREA OVER BASE LOT AREA) I =2,900+(.27)"(10,625-6,001) =2,900+(.27)"(4,624) =2,900+1,248 =3,848 SF I I EXISTING LOT COVERAGE MAIN HOUSE 1,680 SF PAVING+POOL 1.920 SF EXISTING 2-STORY TOTAL EXISTING LOT COVERAGE 3,600 SF I I ROOF VOLUME � I PROPOSED LOT COVERAGE MAIN HOUSE 1,680 SF PAVING+POOL 1,920 SF I RAISED DECK 240 SF TOTAL PROPOSED LOT COVERAGE 3,840 SF NOTE.THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET.ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS BEING APPROVED OR IN ACCORDANCE / I WITH APPLICABLE CODES. NO. DATE DESCRIPTION 1 03/05/25 ISSUE FOR PERMIT ASPHALT DRIVEWAY.' I LOVLEEN+ROHIT 85.00' _ _ _ _ _ _ _ _ _ 64 ROCK RIDGE DR. RYE BROOK,NY 64 ROCK RIDGE DR. SITE PLAN&ZONING TABLE FLED AF;c DATE: 03/05/25 ANN I y�l� PROJECT: 2503 SCALE: AS NOTED � Z ROCK RIDGE DR. * * DWG NO.- r A-001.00 04034� O� 9rFOF N�`�y SHEET: ©COPYRIGHT BILOTTA ARCHITECTURE SITEPLAN THESE DRAV0 GS AND SPECIFICATIONS ARE THE CONFIDENTIAL PROPRIETARY PROPERTY OF BILOTTA ARCHITECTURE AND SHALL NOT BE COPIED OR 1/p�1 1 1-011 REPRODUCED WITHOUT WRITTEIT AUTHORIZATION.THESE CONTRACT v — DOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS IJbUE DATE AND ARE HOT SUIT48LE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME.REPRODUCTION OF THESE CONTRACT DOCUMENTS FOR REUSE OR.A110THER PROJECT IS NOT ALLOWED. BILOTTA ARCHITECTURE 212 N.9TH ST 5B BROOKLYN,NY 11211 _EXISTING ROOF T 914.384.9315 22'-0' REPLACE WINDOW IN REMOVE ROOF EXISTING OPENING;TYP. ----------------- -------------------- I I IIII IIII IIII IIII IIII IIII NIL--JII NIL--JII NIL--JII I I II II II -- II II -- II I III III III III III III �L==J c -------------------------------- SECOND L6 EL III III I IIII IIII I I r,r—_��� I IIII IIII I II 111— i t II I IIII fl 1 1 I b I II Ills III II I I — I I °° II I�—J I I II I I I I °o KITCHEN LEVEL \ I 0'-0' �o I I N I L �,�I I I iv LJ LJ — ENTRY LEVEL -2'-84 REMOVE ENTRY DOOR AND SIDELITES REMOVE BAY WINDOW FRONT ELEVATION - DEMO 1/4"=1'-001 REPLACE WINDOW IN REMOVE WINDOW;LOWER EXISTING OPENING;TYP. SILL FOR NEW PATIO DOOR �___ - _ — - -- i---------------------------------- I I I, I I � REPLACE WINDOW IN i I EXISTING OPENING,TYP. IBOILER ROOM FAMILY ROOM i r r I 105 104 ( _ ` I KITCHEN -- 103 I BEDROOM r _ 302 ° , NOTE.THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET.ALL OTHER ° MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. ---------------------------------1 I _________ ____________________________ • I NO. DATE DESCRIPTION 1 03/05/25 ISSUE FOR PERMIT REMOVE COLUMN REMOVE WALLS I q I AND CLOSET DOOR I U I r�3 I GARAGE FOYER LIVING ROOM I I 2 102 II I 100 101 REMOVE DOR AND \ III LOVLEEN+ROHIT SALVAGE FOR —u _ 64 ROCK RIDGE DR. REINSTALLATION RYE BROOK,NY (r REMOVE RAILING ' BEDROOM BEDROOM I I r II \ II \ 301 30o j DEMOLITION PLANS IiA ------4-1 � I ------------ DAP DATE: 03/05/25 REMOVE ENTRY DOOR -REMOVE BAY WINDOW \ C9p.NlY�L�y,�R` PROJECT. 2503 AND SIDELITES SCALE: AS NOTED y — -- J z EXISTING OPENING,GI TYP. EXISTING KITCHEN AND�LMNGOROOM '9T�OG34E DM-100.00 REPLACE �y0� D2 F N SHEET: ©COPYRIGHT BILOTTA ARCHITECTURE DM-100.00 THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL PROPRIETARY PROPERTY OF BILOTTA ARCHITECTURE AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION.THESE CONTRACT R Y & KITCHEN LEVEL- DEMO SECOND LEVEL - DEMO DOCUMENTS WERE PREPARED FOR USE A RAB THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE AND ARE NOT SUIE FOR 3 USE ON P 1/4 of 1'-011 1/411_1 1-011 DIFFERENT SITE OR PT A LATER NME.REPRODUCTION OF THESE CONTRACT DOCUMENTS FOR REUSE OR ANOTHER PROJECT IS NOT ALLOWED. 3'-3" a ,s" a'-," a ,s" ,s'-s" WINDOW SCHEDULE DOOR SCHEDULE NO HEAD DOOR HARDWARE BILOTTA ARCHITECTURE TYPE DESCRIPTION SIZE HT SILL HT NO. TYPE WIDTH SET E CB C C C 212 N.9TH ST 5B 01 A Window-Casement-Single 32"x 84 7'-1" 0'-1" 01 POCKET 2'-8" BROOKLYN,NY 11211 O 02 B Window-Casement-Divided Lite-Single 34"x 53" T-6" 3'-1" 02 LH 2'-10" O T 914.384.9315 II C 03 B Window-Casement-Divided Lite-Single 34"x 53" 2'-11" -l'-6" 03 RH 2'-10" 01 04 B Window-Casement-Divided Lite-Single 34"x 53"2'-11" -l'-6" 04 LH 2'-10" � 05 1 B Window-Casement-Divided Lite-Single 34"x 53" 6'-5" 2'-0" 05 LH 2'-10" 06 B Window-Casement-Divided Lite-Single 34"x 53"6'-5" 2'-0" 06 DOUBLE SLIDING PATIO 6'-0' g g B (ey 07 B Window-Casement-Divided Lite-Single 34"x 53" 6'-5" 2'-0" 07 LH ENTRY DOOR 3'-0" O O O 08 B Window-Casement-Divided Lite-Single 34"x 53" V-5" 2'-0" 08 DOUBLE SLIDING PATIO 6'-0" - -- co v 09 B Window-Casement-Divided Lite-Single 34"x 53" 6-5" 2'-0" N 10 C Window-Casement-Divided Lite-Single 34"x 60" T-6" 2'-6" 11 C Window-Casement-Divided Lite-Single 34"x 60" 7'-6" 2'-6" 12 C Window-Casement-Divided Lite-Single 34"x 60" 7'-6" 2'-6" r MASTER BATH MASTER BEDROOM 13 C Window-Casement-Divided Lite-Single 34"x 60" 7'-6" 2'-6" 14 C Window-Casement-Divided Lite-Single 34"x 60"T-6" 2'-6" — `h 211 210 15 C Window-Casement-Divided Lite-Single 34"x 66"T-6" 2'-6" 16 D Window-Casement-Divided Lite-Single 34"x 66" T-4" 2'-0" 3'-9" 4 /8" 11'-7 3/8" 17 D Window-Casement-Divided Lite-Single 34"x 66" T-4" 2'-0" 04 18 D Window-Casement-Divided Lite-Single 34"x 66" 7'-4" 2'-0" (2)2x6 HEADER;TYP. •� 19 D Window-Casement-Divided Lite-Single 34"x 66" T-4" 2'-0" 0 20 D Window-Casement-Divided Lite-Single 34"x 66" T-4" 2'-0" 21 D Window-Casement-Divided Lite-Single 34"x 66"T-4" 2'-0' v IV 22 ID Window-Casement-Divided Lit"ingle 34"x 66"7'-4" 2'-0' �— 23 D Window-Casement-Divided Lite-Single 34"x 66" T-4" 2'-0" 24 D Window-Casement-Divided Lite-Single 34"x 66" T-4" 2'-0" i 25 D Window-Casement-Divided Lite-Single 34"x 66" T-4" 2'-0" DN-3 ° D2 A-200.00 26 E Window-Casement-Divided Lite-Single 28"X 42"T-6" 4'-0" 3-8" 03 CLOSET O 27 E Window-Casement-Divided Lite-8ingle 28"X 42"6'-10" 3'-4" O 28 E Window-Casement-Divided Lite-Single 28"X 42"6'-6" X-0" O 02 Window-Casement-Divided 213 29 E ndow-Casement-Divided Lite-Single 28"X 42"6'-6" 3'-0" co s �—— + N s o DN � o � 5"( 6" io b> OFFICE/DEN 05 212 v ACOUSTIC 1/2"DUROCK CEMENTITIOUS 5/8"MOLD TOUGH WALL BOARD ro FRAME NEW SECOND \. STORY WALL ON TOP OF INSULATION BACKERBOARD EXISTING STRUCTURE O O O BELOW,TYp, WATERPROOFING MEMBRANE FULL HEIGHT AT SHOWER/TUB WALLS PLYWOOD BLOCKING AND MIN 6"ALL OTHER WALLS (WHERE NOTED) SCHEDULED TILE ON THINSET +/-15'-1" 4 8'-53/8" 5/8"GWB W/SKIM COAT 0 O O TO EXISTING STRUCTURE 5/8"GWB W/ ACOUSTIC INSULATION — D1 SKIM COAT -- 2X4 WOOD 2X4 WOOD STUDS @ 16'O.C. STUDS @ 16'O.C. A-200.00 ^� 3-5/8"STUD WALL 3-5d8"STUD WALL(WET AREA) PRIMARY LEVEL - PROPOSED v� SCALE:,,/2" '-0" �v� SCALE:11/2"=V-0" 1/410=1'-010 4 -NEW WOOD DECK PARTITION DETAILS REPLACE WINDOW J-300. -100.00 REPLACE WINDOW A-300. NEW PATIO DOOR IN IN EXISTING IN EXISTING EXISTING OPENING 1 1/211=1'-041 OPENING:TYP. OPENING;TYP. DN GD O O 06 E 1-1/2"TOP MOUNTED HANDRAIL ANCHORED TO WALL O1"POST CAP D --BOILER NEW WINDOWS QEd i 105 104 � � KITCHEN NOTE.THIS PLAN IS APPROVED ONLY FOR WORK INDICATED 103 ON THE APPLICATION SPECIFICATION SHEET.ALL OTHER v MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE o CONSIDERED AS BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. N 1"X 1"PICKETS @ 4"SPACING O 16'-8" NO. DATE DESCRIPTION JI -- 1 03/05/25 ISSUE FOR PERMIT 3-1/2"X 5-1/2"PSL POST 10" E� MIN ---------------------------------------- .. 1"X 4"BOTTOM RAIL BOLEDTO POST AT BOTTOM AND WALL AT () TOP —REPLACE WINDOW I NEW 3 1-3/4"X 11-7/8"LVL O ''`` IN EXISTING OPENING;TYP. 'I W/(2)pL 1,4"X11-1/2" 2"X 14"BOLTED TO FLOOR JOIST LOVLEEN+ROHIT I I FLUSH HEADER M 1"X 4"SOLID WOOD TREAD ON FRAMING 64 ROCK RIDGE DR. O — _ - - r• E I� RYE BROOK,NY LIVING ROOM 0 A-300. -- GARAGE FOYER 102 ® 0 1"SOLID WOOD RISER 100 101 PROPOSED PLANS 4"X 4"POST BOLTED TO FRAMING t � O NEW RAILING DATE 03/05/25 1"X 4"SOLID WOOD SLATS �5� Wc PROJECT. 2503 A Op D Op SPACED 3/16"APART TO DRAIN, (��p� . �j (n USE ST STL SCREWS ONLY /4 '>;�.� SCALE: AS NOTED 07 �. .;��_�_ .'_: Z DWG NO.: __ 2"X 8"FRAMING(d116"O.C. r �_ 00"00 a�`y °4034% O� I -NEW WINDOWS r { --- 1 2"X 10"BOLTED TO OF NE F d� ------------ D1 FOUNDATION WALL SHEET: ------------------ — ------------------ ----------- --- -----El ©COPYRIGHT BILOTTA ARCHITECTURE -- NEW ENTRY DOOR AND THESE DRAWINGS AND SPECIFICATIONS.ARE THE CONFIDENTIAL PROPRIETARY SIDE LITE A-200.00 PROPERTY OF BILOTT.A ARCHITECTURE AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WROTEI I AUTHORIZATION.THESE CONTRACT —L DOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS IS4UE DATE AND ARE NOT SUITABLE FOR USE ON A RAILING AND DECK DETAIL DIFFERENT SITE OR AT A A REPRODUCTION OF THESE CONTRACT OR TRY & KITCHEN LEVEL - PROPOSED DOCUMENTS FOR REUSE OR ANOTHER PROJECT IS HOT ALLOWED. 1/411=1'-011 BILOTTA ARCHITECTURE 212 N.9TH ST 5B BROOKLYN.NY 11211 D-)O T 914.384.9315 T DN -1'-4"A.F.F. A-300. A-300. A-200.00 i ---NEW GUTTER D3 -EXTERIOR WALL BELOW r-—————————————————— —————————————- � I I NEW HOPPER AND DOWNSPOUT f f EXISTING ROOF t I I I I I I I t t I I I I U NEW ROOF I o I ���� I Z r �`� d t � Y P P !2 I I �P5 says r r r I A-2oo.ao D4 �-'`� I EXISTING ROOF ( 2X14 RIDGE MEMBER 26'-6"A.F.F. I NOTE:THIS PLAN IS APPROVED ONLY FOR WORK INDICATED 7 - ON THE APPLICATION SPECIFICATION SHEET.ALL OTHER r r MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS BEING APPROVED OR IN ACCORDANCE r I WITH APPLICABLE CODES. 21'-2"A.F.F. I I 2X12 RIDGE MEMBER I 1 I t NO. DATE DESCRIPTION t r D2 A-200.00 1 03/05/25 ISSUE FOR PERMIT i I NEW ROOF- v to o I I 4(A;-300.�- I I qs N AFL I I �FP t LOVLEEN+ROHIT f I 64 ROCK RIDGE DR. I I RYE BROOK,NY 21'-11"A.F.F. I r I r — ROOF PLAN D1 NEW GUTTER RED ApCy DATE: 03/05/25 A-200.00 6�5 p,NN t ��� PROJECT: 2503 NEW GUTTER Z r��a SCALE: AS NOTED Z * DWG NO.. `p�.�,,04030 A-101.00 FOF N�� SHEET: ©COPYRIGHT BILOTTA ARCHITECTURE THESE DRAWINGS.AID SPECIFICATIONS ARE THE CONFIDENTIAL PROPRIETARY PROPERTY OF BILOTTA ARCHITECTURE AND SHALL NOT BE COPIED OR ROOF PLAN REPRODUCED WITHaIT WRITTEI I AUTHORIZATION.THESE CONTRACT DOCUIENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE AND ARE NOT SUITABLE FOR USE ON A 14 =1-O" DIFFERENT SITE OR AT A LATER TIME.REPRODUCTION OF THESE CONTRACT DOCUMENTS FOR REUSE OR ANOTHER PROJECT IS NOT ALLOWED. BILOTTA ARCHITECTURE 212 N.9TH ST 5B 3)0 BROOKLYN.NY 11211 T 914.384.9315 db GFCI w GFCI -- I R.C.P.8 ELECTRICAL LEGEND /I I I � RECESSED DOWNLIGHT --- LED STRIP LIGHT I I I I ®NEW CEILING MOUNTED GRILLE w w I I SWITCH I DEDICATED OUTLET I I I DUPLEX OUTLET .t $GEGF-----�\\ I O I I E EXISTING � I \ I SMOKE DETECTOR/FIRE ALARM EXISTING ELECTRICAL PANEL / I /�i 3-WAY NEW WALL MOUNTED GRILLE Fcv �----/— / / 1 I I GFCI I 1 I � \ 3-WAY VA w VAVA \ / VA VA VA \IVA w Ile I \ / \ EQ EQ /- 0. 2'-0" EQ EQ I 2'-0" I i NOTE:THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET.ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE \ / CONSIDERED AS BEING SPROVED OR IN ACCORDANCE WITH APPLICABLE CODE 3-WAY I I I IV NO. DATE DESCRIPTION 1 03/05/25 ISSUE FOR PERMIT IN " LOVLEEN+ROHIT 64 ROCK RIDGE DR. RYE BROOK,NY RCP&POWER PLAN p Ap DATE 03/05/25 � ppNN ��� PROJECT: 2503 Z n� SCALE: AS NOTED * * DWG NO.: Oo34�y0� A-120.00 F N SHEET: ©COPYRIGHT BILOTTA ARCHITECTURE THESE DRAWINGS 4ND SPECIFICATIONS ARE THE CONFIDENTIAL PROPRIET4RY PROPERTY OF BILOTTA ARCHITECTURE AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEII AUTHORIZATION.THESE CONTRACT DOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN RCP & POWER PLAN — PRIMARY LEVEL CONJUNCTION WITH ITS ISSUE DATE AND ARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME.REPRODUCTION OF THESE CONTRACT 1/2 of 1 I-011 DOCUMENTS FOR REUSE OR ANOTHER PROJECT IS NOT ALLOWED. NEW ROOF;FRAMED ON TOP A-300 NEW ROOF OVER PRIMARY A-300 RICOTTA ARCHITECTURE OF EXISTING ROOF LEVEL ADDITIONNEW ROOF OVER PRIMARY LEVEL ADDITION 212 N.9TH ST 5B NEW ROOF — _ — _ — — NEW ROOF BROOKLYN.NY 11211 26' O T 914.384.9315 EXISTING ROOF 1 A-300. .i�� i��-•. I AZEK BOARD&BATTEN SIDING:TYP. EXISTING ROOF _ — _ — EXISTING ROOF 22'-0' _ — — — 22'-0' AZEK BOARD 8 BATTEN SIDING:TYP. NEW GUTTER AND NEW GUTTER AND DOWNSPOUT DOWNSPOUT PRIMARY CEILING PRIMARY CEILING 18'-On 18'-0' DC DC c II 1.7 1 EXISTING( REMOV DROOF TO BE J 1 J "Ji o r-1o" 1 2-10" 7' N NEW PRIMARY LEVEL 9'-64NEW PRIMARY LEVEL Lw 0 2-10" I SECOND LEVEL SECOND LEVEL LL 11 1 , I in D D D D D D D —NEW DECK 07 O o 2`-10" N KITCHEN Hill 11111111 LEVEL KITCHEN LEVEL 0,-0. I T 1 ENTRY LEVEL ENTRY LEVEL -2'-8' -2'-8' NEW SINGLE PANEL WOOD NEW STONE VENEER BASE ENTRY DOOR AND SIDELITE EXTERIOR ELEVATION — FRONT (WEST) EXTERIOR ELEVATION — SIDE (SOUTH) 1/411=1'-010 2 1/41' 14-011 A-300. A-300. A•300. NEW ASPHALT SHINGLE ROOF ---- OVER ADDITION NEW ROOF — — _ _ — — — — 26 6 _ — — — NEW ROOF AL26'-6' NEW ASPHALT SHINGLES ON EXISTING ROOF ♦ NEW ROOF OVER ADDITION EXISTING ROOF _ — _ 22'-0' _ EXISTING ROOF 22'-0' NEW AZEK BOARD 8 BATTEN SIDING NOTE,THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON EXISTING STRUCTURE ON THE APPLICATION SPECIFICATION SHEET.ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE PRIMARY_CEILING — _ — — PRIMARY CEILING CONSIDERED AS BEING APPROVED OR IN ACCORDANCE 18'-0' 18,- WITH APPLICABLE CODES. NO. DATE DESCRIPTION II NEW ASPHALT SHINGLES 1 03 5 5 o , i /0/2 ISSUE FOR PERMIT E ON EXISTING ROOF C C C B — L=Ljl N N L LLL:��ll J NEW AZEK BOARD 8 BATTEN N II o REPLACEMENT WINDOW IN SIDING ON EXISTING EXISTING OPENING;TYP. 2'-10" - 2'-10" 2'-4" v � � STRUCTURE� _ NEW PRIMARY LEVEL NEW PRIMARY LEVEL —— — 91_6. — — --- — 9'-6. o OV L LEEN+ROHIT _I _ _ 2-10~ N SECOND LEVEL 2-10" 64 ROCK RIDGE DR. LEVEL i I — — — — — — - SECOND 0' — — — -�- — -- — — —� — — — — — RYE BROOK,NY —T -1 6, % I I 6 cn E I 06 I I REPLACEMENT WINDOW IN EXTERIOR ELEVATIONS --- `° I EXISTING OPENING;TYP. E in KITCHEN LEVEL KITCHEN LEVEL eo eo 2'-4" 1 c 0'-0' — -` o —'21-4" — — O,-0' ���Ep ARC DATE 03/05/25 � PROJECT 2503 71 [T] LEVEL SCALE: AS NOTED ENTRY LEVEL ENTRY r�-+ -2'-8' 2'-8' * .. Z * DWG NO. AZEK BOARD&BATTEN SIDING;TYP. NEW DECK STONE VENEER BASE to Q� Q_2oo.00 OF NE�yO '` EXTERIOR ELEVATION — REAR (EAST) EXTERIOR ELEVATION SIDE NORTH SHEET: 4 — ©COPYRIGHT RICOTTA ARCHITECTURE 1/4 of=1'-0" 1/4" 11-011 THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDEI(TWL PROPRIETARY — PROPERTY OF BILOTTA ARCHITECTURE AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION.THESE CONTRACT DOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE AND ARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A.LATER TIME.REPRODUCTION OF THESE CONTRACT DOCUMENTS FOR REUSE OR ANOTHER PROJECT IS NOT ALLOWED. J A-300.0 A-300. BILOTTA ARCHITECTURE 212 N.9TH ST 5B BROOKLYN,NY 11211 NEW ROOF 26'-6' ))0 T 914.384.9315 NEW GABLE OVER - EXISTING ROOF EXIST ROOF NEW ROOF OVER ADDITION 2X10®16"O.C. EXISTING R000 �- PRIMARY CEILING 18'-0° NEW 2X8 CEILING JOISTS R-49 BATT INSULATION BETWEEN JOISTS NEW 2X6 EXTERIOR WALL ALIGNED WITH EXISTING WALL BELOW NEW STAIR NEW PRIMARY LEVEL EXISTING SECOND LEVEL (6)RISERS @ 7"EA. — NEW 2X12 JOISTS @ 16"O.C. _ NEW PRIMARY LEVEL 9'-6' r - SECOND LEVEL --- REMOVE TOP PLATE AND SISTER A NEW 2X6 EXISTING KITCHEN LEVEL STUD TO EXISTING 2X6 STUD;EXTEND HEIGHT j OF NEW STUD TO UNDERSIDE OF TWO NEW TOP PLATES.NEW STUD SISTER TO START AT EXISTING GARAGE EXISTING ENTRY TOP OF BOTTOM PLATE AT KITCHEN LEVEL r KITCHEN LEVEL 0'-0° P' F - - - - ENTRY LEVEL r - -2'-8° J TOP OF EXIST.FOUNDATION WALL;V.I.F. NORTH SOUTH SECTION 1/4"=1'-0" A-300. 1 A-300. 2X12 RIDGE BEAM 2X14 RIDGE BEAM - - - - - - - - - - - - - - NEW ROOF_ - - - - - 26'-6°� - - - - - - _ _ _ NEW ROOF 26'-6° NEW GABLE OVE EXISTING ROOF 2X10 @ 16"O.C. _EXISTING ROOF_ EXISTING ROOF 22'-0' _ - - - ___� - - - - - 22'-0" —NEW ROOF OVER ADDITION: NOTE:THIS PLAN IS APPROVED ONLY FOR WORK INDICATED CONNECTION TO EXIST ROOF 2X12 LAID FLAT AT VALLEY 2X12 15 O.C. ON THE APPLICATION SPECIFICATION SHEET.ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE PRIMARY CEILING _ _ CONSIDERED AS BEING APPROVED OR IN ACCORDANCE PRIMARY CEILING Ali 18'-O° — — WITH APPLICABLE CODES. 18'-0' -------------- - --- EXISTING ROOF NEW 2X8 CEILING JOISTS NO. DATE DESCRIPTION R-49 BATT INSULATION BETWEEN 1 03/OS/25 ISSUE FOR PERMIT JOISTS v _ EXISTING CEILING ;o � NEW PRIMARY LEVEL NEW EXTERIOR WALL ALIGNED WITH EXISTING SECOND LEVEL EXISTING WALL BELOW i NEW PRIMARY L9 E6 - - NEW PRIMARY LEVEL - - - - - - _ 9 6 II LOVLEEN+ROHIT NEW(3)1-3/4XX 112- LVL NEW 2X12 JOISTS @ 16"O.C. 64 ROCK RIDGE DR. _SECOND LEVIL_ _ _ W/S H 1ADER-- SECOND LEVEL Agk 6'-0� FLUSH HEADER— — — — — — 6'-0° RYE BROOK,NY REMOVE TOP PLATE AND SISTER A NEW 2X6 STUD TO EXISTING 2X6 STUD;EXTEND HEIGHT OF NEW STUD TO _\ V bo UNDERSIDE OF TWO NEW TOP PLATES.NEW STUD SISTER BUILDING SECTIONS TO START AT TOP OF BOTTOM PLATE AT KITCHEN LEVEL EXISTING KITCHEN LEVEL EXISTING ENTRY - - KITCHEN LEVEL - _ KITCHEN LEVEL C ' " _ — — — — -- -- — 0'-0° I. _O�-0° ��REp ,C DATE 03/O5/25 PROJECT 2503 ENTRY LEVEL SCALE: AS NOTED -2'-8' - -- - -1 - - - - - - - ENTRY LEVEL e Z DWG NO.: -2-8 ml NEW DECK �034 Ip qj _ r ^_300.00 � ° ,{O� H TOP OF EXIST.FOUNDATION WALL;V.I.F. FOF NEB SHEET: ©COPYRIGHT BILOTTA ARCHITECTURE THESE DRAWRIGS AND SPECIFICATIONS ARE THE CONFIDENTIAL PROPRIETARY PROPERTY OF BILOTTA ARCHITECTURE AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRTITEN AUTHORIZATION.THESE CONTRACT SHORT SECTION THROUGH CONNECTION ROOF SHORT SECTION THROUGH NEW PRIMARY SUITE CONJUNCTION FOR USE 91 CONJUNCTION WITH E OR T AISSUE GATE AND ARE NOT SUITABLE FOR ON TNT A 1/4 H=1 0-011 3 1/4" 1'-0" DOCUMENTS FOR REUSE OR ANOTHER ER REPRODUCTION PROJECT S RIOT ALLOWED. ONTRPCT