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HomeMy WebLinkAboutBP24-172 L - / 7 L t V y N i rl N ■ � N N LLt � � s LO i ! Ln pp w s _ 0044 • v F � 0 , Z U o W i W o z ud' cn p. v •� � a '�- i U J C V L W _ p o w O cn w a+ s " v v Q O w H N $ 04 ob 4T-41 (j) a ICL,I syq-i Z, �i W Ln U v> AA�/I U u (o O. s O • I1 O = 4 ^ z f6 (3 y L n a : w003 Q a z z © ovw ( : 1-4 Fi-I ►�` A 0-4 W �) o C P4 V pa i �I U W r� j, v (U 3 cr o ° chi L �u+ l0 E v = FZ w F 0 `� ° v v yU [-� d W >4 U U � o � .. �., a v� � v o y 5DQ A W z x ° � = az ■_ a 0 W 4 $UIL G �� R MENT VIL 1E4 O) F RYE OOK 938 Krnc RYE BR ,NY 10573E AUG _ ,u2023 VV VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: /� 2 Approval Date:-AUG 1 07�$tee : Application# Approval Signature: : ARCHITECTURAL REVIEW BOARD: Disapproved: Date: BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# Other: ''/I Application Fee YA/ rJ Permit Fees: ,y to !�p 'bo EXTERIOR BUILDING PERMIT APPLICATION Application dated: 7/30/2023 is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of Permit forthe construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below. I. JobAddress: 10 Country Ridge Drive 2. ParcellD#: 129.60-1-07 Zone: R-15 3. Proposed Improvement(Describe in detail): Renovate and refinish existing deck. New windows in Kitchen. Remove obsolete chimney and patch roof. New exterior door and stairs to access Garage from rear yard. 4. Property Owner: Steve and Fran Miller Address: 10 Country Ridge Dr Phone# Cell# 516-984-8204 e-mail smillerl0573@gmaii.com List All Other Properties Owned in Rye Brook: Applicant: Evan Sakofsky Address: 11 Berkley Ln, Rye Brook, NY Phone# Cell# 516-314-1385 e-mail evan.sakofsky@gmail.com Architect: Evan Sakofsky Architect Address: (same as applicant) Phone# Cell# e-mail Engineer: Address: Phone# Cell# e-mail S General Contractor: 3 " I mRoye me 71L Address: -7 Phone / I-3y0-c). Cell# q� � p�+4-�((��( e-mail (I) 6/1/2023 5. Occupancy;(1-Fam„2-Fam.,Commercial.,etc...)Pre-construction: 1-Fam Post-construction: 1-Fam 6. Area of lot: Square feet: 16,119 sf Acres: 0.37 7. Dimensions from proposed building or structure to lot lines: front yard: NIA rear yard: 51.5' right side yard: 26.1' left side yard: N/A 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 S'fl: 2"d fl: 3'd fl: 10. Total Square Footage of the proposed new construction: 47 sf added to deck; 90 sf new site stairs and walks 11. For additions,total square footage added:Basement: 1"fl: 2111 fl: 3"fl: 12. Total Square Footage of the proposed renovation to the existing structure: 107 sf(existing deck) 13. N.Y. State Construction Classification: V-B N.Y.State Use Classification: R-3 14. Number of stories: Overall Height: Median Height: 15, Basement to be full,or partial: , finished or unfinished: 16. What material is the exterior finish: composite decking; concrete walks&steps; hardie plank siding 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: X (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: 64sf new coverage 22. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: X (fyes,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 (ffyes,you must submit a Site Plan Application,&provide a detailed topographical survey) 24. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: No: X (ifyes,the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes: No: X (f yes, the area and elevations of the flood plane must be properly depicted on the survey&site plan) 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: No: X ('fyes,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 Il: TIER III: (if yes, 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 :3COi o Note:The estimated cost shall include all site improvements, labor,material,scaffolding,fired equipment,professional fees, including any material and labor which may be donated gratis.Ifthe final cost exceeds the estimated cost,an additional fee will be required prior to issuance of the CIO. 30. Estimated date of completion: October 2023 (2) 6/1/2023 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK.NY 10573 (914)939-0668 RESIDENTIAL LOT AREA COVERAGE Address: 10 Country Ridge Dr Section: 129.60 Block: 1 Lot: 07 PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS {Local Law 3-881 YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4% R-20 20 000 14% 3.5% 4% X R-15 15 000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% R-12 12,500 17% 4% 4% R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,000 30% 5% 3.5% R-2F 5,000 30% 5% 3.5% Existing: Proposed: 1. AREA OF LOT 16,119 Sq. Ft. 16,119 Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) 1,527 Sq. Ft. 1,527 Sq. Ft. b. Area of 111 Floor Divided By Area of Lot x 100 9.5 % 9•5 % 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages, Tool Shed, Playhouses) N/A Sq. Ft. N/A Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 % % 4. AREA OF DECK 107 Sq. Ft. 154 Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 0.7 % 1.0 % 1 attest to the best of my knowledge and belief, the above information is correct. Architect's Si atur (3) 8/12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 10 Country Ridge Dr Section: 129.60 Block: 1 Lot: 07 Zone: R-15 IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including, but not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards,sports courts, swimming pools,patios,sidewalks, ramps,terraces and driveways. TOTAL MAXIMUM PERMITTED MAX. PERMITTED COVERAGE Zoning IMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT (sq.ft.) For Base Lot For Lot Area YARD(%) Area(sq.ft.)* Over Base R-35 15 Lot Area °Io 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-IS 35 12,001 to 16,000 4,520 26 R-ISA 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 Area of lot: 16,119 sq.ft. Existing Allowed Proposed Total impervious coverage = 4,419 S .tt. 5,590 S . ft. 4,483 S .ft. Front impervious coverage = NO WORK % NO WORK % NO WORK I attest to the best of my knowledge and belief,the above information is correct. chitect's S ature (d) R/ u2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING SFRI r RYt: RRooK,NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: 10 Country Ridge Dr Section: 129.60 Block: 1 Lot: 07 MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area—21,780) x 0.11478421 ]: d = S b. Existing Sq. Feet NO WORK TO HOUSE C. = t 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 EXIS77NG PROPOSED REQUIRED FRONT: FRONT: FRONT: .44 R-35 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 8_25 SIDE: SIDE: SIDE: 1.30 FRONT: FRONT. FRONT: .60 IP20 SIDE: SIDE: SIDE: 1.60 FRONT: F R f5 1.60 NO WORK TO HOUSE FRONT: FRONT. FRONT: .80 R-fSA SIDE. SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 R-f2 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 RLIO SIDE: SIDE. SIDE: 2.40 FRONT: FRONT: FRONT: .96 /R7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 ALA SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 /P2AF SIDE: SIDE: SIDE: 4.00 la est to the bes of y knowledge and belief, the above information is correct. Arc Itect's Signature (5) 8/i 2/202 i DIECEEW BUILD MENT ED VIL E OF RY OOK AUG - 1 2023 938 KING ET RYE BR ,NY 10573 VILLAGE_ OF RYE BROOK _0 BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE &216 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT . STATE OF NEW YORK,, OUNTY OF WESTCHESTER ) as: 3l, �� ,� 1 �� residing at, 10 Country Ridge Dr, Rye Brook, NY m(Print nae) ( AddrC, .%hcrc%oti h..i 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; 10 Country Ridge Drive , Rye Brook,NY. tloh NLWIC„1 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. I. �._mtltuv„I I'ri�hcru f l��nerl,l) 11'6111 Namc oI 1'rohert% ncrt;ll Sworn to before me this day of Z-14 U11 70 Z SCOTT W.CRAIG NREG O. 01 of 639 York REG NO. 01 CR6390567 r COMMISSION EXPIRES O4115/2027 (Nolan% 1'uhli�l (6) 9/12/2021 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. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Evan Sakofsky , 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,etc) That all statements contained herein are true to the best of his/her knowledge and belief. and that any work performed, or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention& Building Code, the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. By signing this application, the property owner further declares that he/she has inspected the subject property, and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this 3 I Sworn to before me this day of �1 L� 20 day of t `' , 20 )3 /'rY tgnature of Property Owner' ` Signature of Applican Evan Sakofsky Print Name of Property Owner Print Name of Applicant �;� C—'---t - — — �A �=� Notary Public Notary Pu lic SCOTT W.CRAIG Nftn Public of Now York REG NO. 01CR6390667 COMMISSION EXPIRES 04/15/2027 LILLIAN SIERRA Notary Public -State of New York N0. o1S16280398 Qualified in Westchest r unty My Commission Expires _ (81 8/12/2021 /r MILLER RESIDEN E Evan Sakofsky ARCHITECT 10 COUNTRY RIDGE DRIVE / RYE BROOK , NEW YORK / 11 Berkley Lane IRye Brook•New York / 10573 PLOT PLAN / PROJECT ADDRESS: 10 COUNTRY RIDGE DRIVE,RYE BROOK,NY 10573 / Village of R Brook r 516.314.1385 SECTION/BLOCK/LOT 129.60-1-07 / Architectural e i w Boar :. :; :, A ro v al Da te: %• ! p p a . :Q > / Chairman r i �• .9 2S . v: ...................... Or ............ ......... `20 / 6 :F i 1 W i 'I .. r i<•` s I •%: W -► / :\ EX ISTING / f I / PO OL 0 b: W •a •o F v n , I Al. J i , O W i / i /♦Y•• I W Z 37......... i! I / NEW WALK I U) e j ` ! REMOVE EXSTG 2 r' 2 =/ EXISTING s DEC K STAIRS W *NOT TO SCALE.••• I PATIO o� / ' I E— O GENERAL NOTES �r�riTR I Z 1. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE INCLUDING THE 2020 Ii / —_ -U 1--► EXPANDEflcc RESIDENTIAL CODE OF NEW YORK STATE(2020 RCNYS),THE 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE(ECCNYS)THE :''' I / r :: DECK 2020 PLUMBING CODE OF NEW YORK STATE(2020 PCNYS),THE 2017 NATIONAL ELECTRIC CODE(NFPA 70-2017),LOCAL HEALTH NEW LOWER LEVEL- DEPARTMENT REGULATIONS AND ALL OTHER APPLICABLE REGULATIONS BY AUTHORITIES HAVING JURISDICTION. 38.6'— NEW STAIR&WALK I W MM A.SHOULD THERE BE ANY INFORMATION SUPPLIED ON OR OMITTED FROM THE DRAWINGS OR IN THE SPECIFICATIONS THAT I O W INADVERTENTLY DOES NOT COMPLY WITH CODE,THE CONTRACTOR SHALL BRING THE MATTER TO THE IMMEDIATE ATTENTION OF I THE ARCHITECT AND RESOLVE IT BEFORE ANY CONSTRUCTION AFFECTING THIS MATTER BEGINS. • . B.SHOULD THE CONTRACTOR KNOWINGLY CONSTRUCT ANYTHING IN NON-COMPLIANCE WITH ANY CODE WITHOUT CONSULTING / ---) I U A5 BEFORE HAND,THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR CORRECTING THE CONSTRUCTION TO COMPLY WITH ALL I I W LOCAL AND STATE CODES AND AT NO ADDITIONAL COST TO THE OWNER,EVEN IF THE DRAWINGS OR SPECIFICATIONS CAN BE SHOWN I I I TO CALL OUT NON-COMPLYING SITUATIONS Q 2.SHOULD UNFORESEEN CONDITIONS OR OTHER CAUSES NECESSITATE CONSTRUCTION DETAILS NOT IN ACCORDANCE WITH THESE REMOVE EXSTG CHIMNEY 1 PLANS,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND SUBMIT HIS DETAILS SHOWING THE PROPOSED METHODS TO : : ACCOMPLISH THE REQUIRED RESULTS PATCH REPAIR AND FINISH OF ALL DISTURBED AREAS. I �C D 3.ALL ELECTRICAL,PLUMBING AND H.V A C WORK SHALL BE DONE OR DIRECTLY SUPERVISED BY SUBCONTRACTORS LICENSED TO WORK .. G IN THE STATE. .. L-� I `5 C' 4.VERIFY ALL DIMENSIONS IN THE FIELD DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND DRAWINGS AND/OR SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT IN WRITING FOR CLARIFICATION.WORK SHALL NOT PROCEED UNTIL SUCH CLARIFICATION HAS BEEN RECEIVED. I I EXISTING 5.INSPECT THE PREMISES AND VIEW THE EXISTING CONDITIONS TO VERIFY ALL CONDITIONS,SIZES AND QUANTITIES.PLANS ARE I HOUSE PER I ,n FURNISHED TO INDICATE THE SCOPE OF THE INTENDED CONTRACT WORK.EXISTING CONDITIONS WHICH MIGHT PRECLUDE OR N- INTERFERE WITH THE PROPOSED WORK AS DRAWN OR SPECIFIED SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND I I I OWNER FOR RESOLVING.RELOCATIONS MUST BE CHECKED TO VERIFY THEIR FEASIBILITY IN ACCORDANCE WITH THE NEW REQUIREMENTS. 6 WRITTEN DIMENSIONS ON THE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.VERIFY ALL DIMENSIONS AND r, CONDITIONS INDICATED ON THESE DRAWINGS. `- 7 ADEQUATELY BRACE AND PROTECT ALL WORK DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE,COLLAPSE,DISTORTIONS AND D ! MIS-ALIGNMENT ACCORDING TO APPLICABLE CODES,STANDARDS AND GOOD PRACTICE. 8 MANDATORY INSPECTIONS:MANDATORY INSPECTIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING +•-r - JURISDICTION.VISIT THE PROJECT SITE TO INSPECT THE SCOPE OF THE WORK IN RELATION TO THE EXISTING CONDITIONS. I 9 ALL ELECTRICAL WORK SHALL CONFORM TO NATIONAL ELECTRICAL CODE. Rye 6 N1� �► �3 7180 10 THE TERM PROVIDE'MEANS TO'FURNISH-AND"INSTALL". 11 THE TERM FURNISH"MEANS TO SLIPPY REQUIRED COMPONENTS AND DELIVER TO PROJECT SITE "'NG INSPECt it�aSe y O 12 THE TERM INSTALL MEANS TO INSTALL ALL REQUIRED ITEMS. I I CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ISSUED F " 20201RC TABLE R301 2 1 I I WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN PERMIT GROUND SPEED DESIGN DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL SNOW LOAD (MPH) CATEGORY WEATHERING ADEPT"E TERMITE TEMP REQUIRED HERDS INDEX TEMP I I ISSUED DATE: 20 PSF 115 MPH C SEVERE 42' MOD TO HVY 7•F YES LOCAL <1500 50 F I I 07.30.23 ZONING COMPLIANCE A -BSI LT/F I N�4 L U r~c� REVISION GATE: REVISION NO.: .... REQUIRED PRIOR TO ZONING COMPLIANCE TABLE FINAL INSPECTION ECIE WIE 10 COUNTRY RIDGE DRIVE,RYE BROOK,NY,10573 ZONE RESIDENCE R-15 ---�v� AUG 1 2023 01 — < TITLE SHEET� REQUIRED/ VARIANCE — _ — REGULATION PERMITTED EXISTING PROPOSED REQUIRED? — — — — — - _ _ �. GENERAL NOTES —V LF _ U r rr�.z- ��OO K MINIMUM LOT AREA 15,000 S.F. 16,119 S.F. 16,119 S.F. - - - - �; p e +NG � ' MINIMUM REAR YARD 40.0' 49.T 51.5' � '•'` •' � �• """"��"�"'-'��•••�--~'--�••�•••-MINIMUM SIDE SIDE YARD 15.0' 30.8' 26.8' - MINIMUM TOTAL SIDE YARDS 40.0' 69.4' 65.4' - \ _ 7 MAXIMUM IMPERVIOUS COVERAGE 5,590 S.F. 4,419 S.F. 4,483 S.F. - MINIMUM USABLE OPEN SPACE 1,200 S.F. >1,200 S.F. >1,200 S.F. AREA OF DECK(4%OF LOT MAX.) 645 S.F.(4%) 107 S.F.(0.7%) 154 S.F.(1.0%) - PROPOSED SITE PLAN 01 OF 04 DEMOLITION NOTES 1 ALL DASHED ITEMS ARE TO BE REMOVED TYPICAL.CONFIRM WITH OWNER PRIOR TO DEMOLITION Evan Sa kofsky ANY ITEMS THAT ARE TO BE SALVAGED FOR RE-USE. 2 DASHED WALLS ARE EXISTING WALL STRUCTURE TO BE REMOVED TO THE EXTENT REQUIRED FOR A R C H I T E C T THE NEW DESIGN.COORDINATE NEW OPENINGS IN THE EXISTING WALL.TYP 3 ADEQUATELY BRACE AND PROTECT ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE,COLLAPSE,DISTORTIONS AND MIS-AUGNMENT ACCORDING TO APPLICABLE CODES. STANDARDS AND GOOD PRACTICE. 4 DEMOLITION DRAWINGS ARE DIAGRAMMATIC.CONTRACTOR SHALL BE RESPONSIBLE FOR 11 Berkley Lane j DEMOLISHING ALL THAT IS REQUIRED TO PERFORM THE PROPOSED SCOPE OF WORK Rye Brook•New York NOTE: ALL NOTED EXISTING STRUCTURE IS BASED UPON FIELD OBSERVATIONS.FIELD VERIFY 10573 AND NOTIFY ARCHITECT DURING DEMOLITION IF FIELD CONDITIONS VARY FROM ASSUMPTIONS i 516.314.1385 REMOVE EXISTING DECK STAIRS EXISTING JOISTS,BEAM,POSTS AND FOOTINGS TO REMAIN r FTT T7rTT - --------- ------------------------------------------------ - 1I I I I nil I I �•- --� I W I I > REMOVE PORTION OF EXISTING WALL Y TO ACCOMMODATE NEW DOOR: SEE PLANS&ELEVATIONS 0 ...................................................................................................._____ W o fry f W Z c� REMOVE EXSTG CHIMNEY REMOVE EXISTING WINDOWS FOR REPLACEMENT W o W z w CC o z 0 I II IIII IIII II FM I Fm11 D a: IIL__JIII IIIL__JII !� WREMOVE EXISTING FINISH I I I I � ! 0-'\fPART.BASEMENT DEMOLITION PLAN DECKING AND DECK RAILING I III IIII IIII II 0co JI J � 14 1 0 I7m__ —LQ &ss�L==IT rrrr n n n rrlTrrrr ri n n n () III I I I I I I I I I I I I I I I I I 1111111111111 �� mj Lu �11 LL L LL U LI LLau U U LI U 1J I I I I Lr ��rJQt>I�r�rQ�JQSI I I I j I I I"1 I� Q hhIIIIIIIRR�`� � I �I�IIIi11Inn�! r---, r REMOVE PORTION OF EXISTING WALL I I}I I I I TO ACCOMMODATE NEW DOOR: I III I I SEE PLANS&ELEVATIONS / REMOVE EXISTING DECK STAIRS SA/,AREAR DEMOLITION ELEVATION R• .r�� / 1/4'=1-0 �1 ICI t A ------------------- ------------------ REMOVE EXISTING DECK STAIRS �V0,0 FTT T7T7�---+----------11 --------------- ........................................................... I I I I I I I I I I I I I I I I I I I I I I REMOVE EXISTING FINISH DECKING: oA -- �1 1 1 I I EXISTING JOISTS,BEAMS,POSTS,AND FOOTINGS TO REMAIN --------- I� _�__�__ REMOVE EXISTING WINDOWS FOR REPLACEMENT I' IED O II oft III ISSUED DATE- ! 07.30.23 REVISION DATE- REVISION NO.: ` I ... DEMOLITION It :gin PLANS& ELEVATIONS 2 PART.FIRST FLOOR DEMOLITION PLAN 1 4 1•0 02 OF 04 CONSTRUCTION PLAN NOTES Q Evan Sakofsky 1. CONCRETE FOOTINGS:PROVIDE 12"DIAMETER ROUND FOOTINGS WHERE INDICATED.ALL FOOTINGS TO BE MIN.3,000 PSI CONCRETE AND SHALL EXTEND 42"MINIMUM BELOW GRADE. A R C H I T E C T I EXISTING 2. POST:ALL INDICATED POSTS TO BE 3 Y2"X 3';PRESSURE TREATED SOUTHERN PINE.NO.2 OR POOL BETTER.ALL POSTS SHALL RECEIVE SIMPSON STRONG-TIE ABU POST BASES AND SIMPSON STRONG-TIE BCS POST CAP 3. NEW DECKING:NEW 1x6 WOOD-PLASTIC COMPOSITE DECK TIMBERTECH PRIME+COLLECTION J PROVIDE HIDDEN FASTENERS PER DECKING MANUFACTURER COLOR=SEA SALT GRAY. 11 Berkley Lane ' 4. NEW DECK RAILING:PVC AND WOOD-PLASTIC COMPOSITE GUARDRAIL AND HANDRAIL.SEE Rye Brook•New York ELEVATIONS COLOR WHITE S. NEW WALK:CONCRETE WALK TO MATCH EXSTG PATIO. 10573 EXISTING i 6. CONCRETE STAIRS:REINFORCED CONCRETE STAIRS AND LOWER LANDING. PATIO /, 55 7. EXTERIOR FLOOR DRAIN:PROVIDE BACKFLOW PREVENTER.CONNECT DRAIN TO EXISTING S1 G•314.1385 --- STORM WATER SYSTEM. I EXSTG POSTS&FOOTINGS S. NEW DOOR:2'-10"W x 6'-S"H THERMATRU#6022,PAINTED FIBERGLASS DOOR.OR APPROVED EQUAL ' 9. NEW WINDOW:2'-7 Ye"W X 3'-413/g"L ANDERSEN 100 SERIES CASEMENT WINDOW. "'""' 1 -----•---------- 10. NEW WINDOWS:(3)2'-0 Ye"W x 3'-41318 L ANDERSEN 100 SERIES CASEMENT WINDOWS - I - • I o I GENERAL FLOOR PLAN NOTES ...................................•----------•---•------------- 5 .q. V �:p - -j NEW P T(2)2x8 - - i-.(7 Q 0 EXSTG SEAM �.. DROPPED B� 1 SEE BUILDING SECTIONS.WALL SECTIONS.AND DETAILS FOR BUILDING THERMAL INSULATION -4'-2" a F a. L-- - - AND VAPOR BARRIER REQUIREMENTS ►- 2 INSULATE ALL WATER SUPPLY AND DRAINAGE PIPING IN WALLS AND CEILINGS WITH NEOPRENE o w 6)m NEW P T(2)2x8 TO PREVENT CONDENSATION AND FOR SOUNDPROOFING 4 I i 4 pQ w J DROPPED BEAM 1 3 ALL DOORS.WINDOWS,AND CASED OPENINGS SHALL HAVE CASINGS-CONFIRM FINAL CASING W1 1 1 'v FINISH WITH ELEVATIONS. CO �' i I 4 ALL MECHANICAL.ELECTRICAL.AND PLUMBING SHALL BE PROVIDED PER CODE ! EXSTG LEDGER NEW P T 2x6 JOISTS 5 COORDINATE ALL FLOOR FRAMING MEMBERS AND LAYOUT WITH MANUFACTURERS STANDARD 7 AT 12 O C SPECS AND DETAILS.ALL LVL BEAMS SHALL BE ANCHORED AND ATTACHED AS PER 1'-0. UP 1'-0" MANUFACTURER RECOMMENDED METHODS 1MNZ-7� _ 6 ALL FIXTURES AND FINISHES TO BE VERIFIED BY ARCHITECT AND OWNER Y.m 1• t 1" 1° 7 ALL MECHANICAL.ELECTRICAL,AND PLUMBING SHALL BE DONE ON A FULL DESIGN BUILD"BASIS AND PROVIDED PER CODE AND AS INDICATED ON DRAWINGS EW P.T.(2)2x8ROPPED BEAM 0 EXISTING /�^`'�(1NEW(2)2x10 HEADER LAUNDRY Wi ROOM � I- 8 V EXISTING EXISTING W Q FAMILY BATH ROOMuj EXISTING GARAGE w W � Y O CC o cc Z p . W D °C ■J p o0 �1 v w T L,L EXISTING POOL co E D q C�� R• SAk EXISTING 0 PATIO 1 V-11 j"EX ' 4 __ . g0 ..................................... ................................................................ • N 33 71 ...----••... • O '01 oN 10 EXPANDED OP E ::, •, DECK -_------� � N �.-_---------- .• -----DN._ UED FOR: •........................... ---............•------- ....................... L 4'-0'.............................. .... -4'-O" .---•----•---•-•-•..........._ PERMIT Q 9 ISSUED DATE: 07.30.23 EXISTING KITCHEN 3-7• REVISION DATE: REVISION NO.: EXISTING lJl}�� ••�� DINING ROOM BASEMENT& EXISTING j +-`HALL/�-� _ FOUNDATION EXISTING MASTER ISTING - BATH BEDROOM MASTER CONSTRUCTION BATH -- PLAN EXISTING W.I.C. s 0_BASEMENT&FOUNDATION CONSTRUCTION PLAN 201 ^-- 03 OF 04 - k r Yl\k j At.�;. I Evan Sakofsky ARCH I T E C T 10 —= ------- ------- ----- - ---- --------- -- - -----.._ 11 Berkley Lane Rye Brook•New York ----------- 10573 i' 516.314.1385 V12 .............................. 3 3 ------ ................ ............. ./ .......... .................................................. 12 �. 2 ..............................- 6 ------------ . ------------------ ---------------- EXISTING FIRST EXISTING FIRST FLOOR EXISTING FIRST FLOOR 41W , �7- 4 4 - --- ......... ... ..... ------------------------- 4 - 7 ........... OR N_� ----- ---------------------- L� --_ i EXSTG POSTS - __l 1 a Y EXISTING GARAGE/BASEMENT NEW POBEYONOD I A C,SE,I 1 EXISTING GARAGE/BASEMENT,� EXISTING GARAGE/BASEMENT I W. �1 6 W 0 A-3.1 I 1 O PART.FRONT ELEVATION PART02 1/4'z .RIGHT SIDE ELEVATION REAR ELEVATION (_.___� 5 uj R EXTERIOR ELEVATION MATERIALS LEGEND O# V 1. DECKING:COMPOSITE DECKING TIMBERTECH PRIME+COLLECTION; W 0 COLOR-SEA SALT GRAY. 2. POST WRAPS:PVC POST SLEEVE WITH POST CAP AND POST SLEEVE SKIRT Q W COLOR=WHITE. 3. RAILING&INFILL:TIMBERTECH PREMIERE RAIL WITH COMPOSITE BALUSTERS, a: Z COLOR WHITE. 4. FASCIA BOARD:44 CPVC,COLOR=WHITE. S. FINISHED OPEN STRINGER:°'°CPVC,CUT TO FORM:COLOR=WHITE 6. STAIR RISERS:44 CPVC;COLOR=WHITE. 7 LATTICE:PVC LATTICE.COLOR=WHITE.PROVIDE WHITE CPVC FRAME SEE DETAIL M Y S. NEW WINDOW:SEE PLANS.COLOR=WHITE. LL 9. NEW DOOR:PAINTED DOOR:SEE PLANS.COLOR=WHITE ....._. O ......--.._. 8 10. PATCH ROOF EAVE:PATCH EXISTING ROOFING TO MATCH EXISTING _- 11. PARGED CONCRETE WALL 12. NEW SIDING:HARDIE PLANK SELECT CEDARMILL LAP SIDING •------ COLOR=EVENING BLUE Z O cc ----- --'" EXSTG HOUSE PVC POST CAP TOP RAIL: O 2 ......................................... SEE ELEVATIONS 12 OL EXISTING FIRST FLOOR PVC POST WRAP AND RAIL TO MATCH DECK TOP SUBRAIL; 4 - - NEW HEADER: SEE ELEVATIONS O _ -- OPEN-� 3 SEE PLANS 1-0' r BLUESTONE CAP OFGN WITH HOUSE SIDING r r +�- RAILING BALUSTERS; PVC 4x4 POST SLEEVE D t /J icy SEE ELEVATIONS o �j NEW DOOR: P T POST EMBEDDED IN CONCRETE �/' Rc BOTTOM RAIL: � SEE PLANS 10 SIMPSON DTT2Z LATERAL d 1 DECK POST CONNECTOR SEE ELEVATIONS z SCREWED TO DECK JOIST O REINFORCED CONCRETE STEPS 11 EXPOSED HOUSE COMPOSITE 1x6 DECKING s EXISTING GARAGEIBASEMENT FOUNDATION WALL, OL CONT#4 BAR HORIZONTAL BEYOND � o. P.T.JOISTS GRADE,V.I.F. 'DIA.BOLTS io ,_, P.T.4x4 POST;FULL HEIGHT PART.LEFT ELEVATION/SECTION CONT#4 BAR HORIZONTAL CONT#4 BAR HORIZONTAL I WITHIN POST SLEEVE 1 4 AT WALL MIDPOINT PAINTED CPVC FLAT FASCIA TRIM: ' • #4 BARS VERTICAL AT 13 O C C7 USE CONCEALED FASTENING SYSTEMV, �- z CORTEX FOR AZEK PLUGS OR a PROVIDE SIMPSON O STARBORN PRO PLUG FOR PVC OR z APPROVED EQUAL P.T.BEAM STRONG-TIE GALVANIZED H1 UPLIFT CLIPS AT EACH JOIST 7 REINFORCING STEEL(REBAR)SHALL BE MINIMUM ASTM A615, 4 GRADE 60 ALL REINFORCEMENT SPLICES SHALL BE IN a °,Q PAINTED°CPVC FLAT TRIM; ACCORDANCE WITH ACI 318 FOR_STRENGTH DESIGN.-ALL 7 USE CONCEALED FASTENING REINFORCEMENT STEEL SHALL BE ACCURATELY PLACED, +1 SYSTEM.SEE NOTE ABOVE RIGIDLY SUPPORTED,AND FIRMLY TIED IN PLACE WITH BAR PERMIT SUPPORTS AND SPACERS IN ACCORDANCE WITH ACI 301 AND ACI 318 REBAR LAP SPLICES SHALL BE PROVIDED IN SIMPSON STRONG-TIE ACCORDANCE WITH IRC R608.5.4.3 GALVANIZED BCS CAP ISSUED DATE: CONT#4 BAR HORIZONTAL % 07.30.23 o LATTICE WHERE INDICATED #4 BENT BARS AT 13"O C ON ELEVATIONS REVISION DATE: REVISION NO.: SIMPSON STRONG-TIE c� • P T FRAMING AT GRADE C.. GALVANIZED ABU POST BASE #5 REINF BARS AT 13"O C TO SUPPORT LATTICE SIMPSON STRONG-TIE n,i Ir 1-3 Q GALVANIZED 54'x 6'TITEN HD _� j HEAVY-DUTY SCREW ANCHOR ,_rr jl i�t fin.`1� f-' •I • 3 COVER Q EXTERIOR U io -J N r ELEVATIONS& z GRADE VARIES V I F 3 COVER o DETAILS N #5 BARS WHERE INDICATED z co cr I w > O •► U 2'-7" STAIR RETAINING WALL DETAIL DECK RAILING,FASCIA,LATTICE,&FOOTING DETAIL F 04 OF 04