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HomeMy WebLinkAboutBP25-187 m i m 00N w In � m v N ■ 00 oc • v a , H� W �' W ■ CL CA Q v D U ■ (� a � w O R-,+ z � v•� � �, �a Q � Zen � w = ooeq x avyuc ui W = r. ■ x z 00 s O w Q u a 72 J m c MW ON w a ° an z o a V w v �,,,o E O v p � ICI m Q •� = 7 00 rj U Z v v W1s ��TT Ow r�-� W I C ce z ■ a w fFyr, m Ell 00 G �j rl 1 w Wcn O °` u' v� 6o � b m ON w O 3 ~ w W F o °u' ¢ x �j Fo o � u W }TI Q y v O y W O UUA . o a �R BUIL ARTMENT R E C E � �, ViL IE OF RVE BROOK 938 KING ET RYE Blzd ✓ ,NY 10573 AIR - 2 2025 \.) 1.3 -06687 k ov VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: /�� Approval DateAPR 2 3 ermit /" c� Y7 Application # A�ao-z-)V7 Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: : Date: BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: Vr ZBA Approval Date: Case# _ q, Other: Application Fee: Permit Fees: EXTERIOR BUILDING PERMIT APPLICATION Application dated:03/29/2025 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. I. JobAddress: 18 Hillandale Rd 2. ParcelID#: 135.28-1-39 zone: R-25 3. Proposed Improvement(Describe in detail): New extension to existing deck. Renovate & refinish existing deck. Extend existing below deck patio 4. Property Owner: Daniel & Yael Marks Address: 18 Hillandale Rd Phone# Cell#(914) 715-31.61 a-mail dan.marksl3@gmail.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: Phone# Cell# e-mail Engineer: Address: Phone# Cell# e-mail General Contractor: P--/r7 OihP , yf oro 1�Qiyjp� �' 44 CG 0-/? � Address: Phone# �3 —C->)�Y/ Cell# e-mail (1) 611/2024 5. Occupancy;(I-Farm.,2-Fam.,Commercial.,etc...)Pre-construction: 1-Fam Post-construction: 1-Fam 6. Area of lot: Square feet: 44,487 Acres:-1,02 7. Dimensions from proposed building or structure to lot lines: front yard: rear yard: 74.3' right side yard: left side yard: 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: I5`fl: 2^d fl: 3`d fl: 10. Total Square Footage of the proposed new construction: 387 sf (deck + patio extension) I I. For additions,total square footage added:Basement: 1$'fl: 2^a fl; 311 fl: 12. Total Square Footage of the proposed renovation to the existing structure: 604 sf 13. N.Y. State Construction Classification: V-B N.Y. State Use Classification: one-family 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, bluestone patio 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: 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: No: X_ (if yes,the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes : No:X (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 (if yes,applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No:X Indicate: TIER I: TIER IT: 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: $ �� CS, 421ZE �( Note:The estimated cost shall include all site improvements, labor,material,scaffolding,fiixequipment,professia 6l fees, including any material and labor which may be donated gratis. If the final cost exceeds the estimated cast,an additional fee will be requiredprior to issuance of the CIO. 30. Estimated date of completion: July 2025 (2) 6/I/2024 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING SI-RF,Er Rvt:BROOK,NY 10573 (914)939-0668 RESIDENTIAL LOT AREA COVERAGE Address: 18 Hillandale Rd Section: 135.28 Block: 1 Lot: 39 PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG, MAX. CHECK MAX. R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4% R-20 20,000 14% 3.5% 4% R-15 15,000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% R-12 12,500 17% 4% 4% R-10 10,000 20% 4.5% 3.5% R-7 1 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 44,487 Sq. Ft. 44,487 Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (including Attached Garage or Accessory Building) no change Sq. Ft. no change Sq. Ft. b. Area of 111 Floor Divided By Area of Lot x 100 % % 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 694 Sq. Ft. 975 Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 1 _6 % 2.2 % 1 attest to the best of my knowledge and belief,the above information is correct. Architect's S ature (3) r,rv2o2a BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address:18 Hillandale Rd Section: 135.28 Bloch: 1 Lot: 39 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 1 15 Lot Area %) R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2,200 35 6,001 to 12,000 2,900 27 R-15 35 12,001 to 16,000 4,520 26 R-15A 35 16,001 to 20,000 5,560 25 R-12 40 20,001 to 30,000 6,560 24 30,001 to 40,000 8,960 23 R-10 45 40,001 & larger 11,260 22 R-7 40 R-5 30 R2-F 30 *"Base Lot Area"is the minimum end of the lot size range in the"Lot Area"column Area of lot: 44,487 sq.ft. Existing Allowed Proposed Total impervious coverage = 8,982 SO. 12,247 S . ft. 9,295 S .ft. Front impervious coverage = no work % % no work I attest to the best of my knowledge and belief,the above information is correct. Architect's Siglqture L7 (4) 6ni2o2a BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING S rRr r'r Rvt BROOK,NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: 18 Hillandale Rd Section: 135.28 Block: 1 Lot: 39 MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000+ [(Lot Area—21,780) x 0.11478421 ]: a. Allowed = Sq. Feet b. Existing = Sq. Feet c. Proposed = no change 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 EXISTING PROPOSED REQUIRED FRONT: FRONT: FRONT: .44 R--35 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 R25 SIDE: SIDE SIDE: 1.30 no change FRONT: FRONT: FRONT: .60 J?20 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .60 0-is SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R 15A SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 /t U SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R--fO SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 R7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 R-5 SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 R-2F SIDE: SIDE: SIDE: 4.00 att t to the b st f my knowledge and belief, the above information is correct. rchitect°s gnatur (5) 6/112024 BUILD - _- MENT VI OF RY OK APR - Z 2025 938 KING 'E'r Rvt'BR` NY 10573 VILLAGE OF RYE BROOK OV BUILDING DEPARTMENT *x�,�*,�K*x,:*xxxx*xx*x,�,�,rx�,�;,xxxx�*;.xKKxx,�t*,t*,�*;.�*k�**��***ke;x tw,:,t,.,�x�*xx*xt*,�,t�,t*,t,ta,�,•.x,rx,�*x�t,.�,u*w*�K 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: 7)(Y)16 �` 04S ,residing at, 18 Hillandale Rd (Print name) (Address%%here you lick) 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; 18 Hillandale Rd , Rye Brook, NY. (Jab 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. (Signature of Probed} Owner(s)) AJ mt! ma (Print Name of Property Owner(s)) Sworn to before me this S day of C'G\1, , 20 (Notary Public) SHARI MEULLO Notary Public,State of New York No.01ME6160063 Quallfled In Westchester County Commission Expires JsnUary 29,20L__� (6) 6/1/2024 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 YOM 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 Sworn to before me this r day of ' C'`�G +cam , 20 aj day of I I 20 lv� Signature a ° y Owner Si Lure of Applic t �C*)N� K'�S Evan Sakofsky Print Name of Property Owner Print Name of Appli Notary Public Notary Publi SHARI MELILLO Notary Public,State of New York No.01ME6160063 CYNTHIA A MATIC Qualified in Westchester County Notary Public Commission Expires January 29,20 2: Connecticut My Commission Expires Mar 31 2027 .81 6/1/2024 ECE Evan Sakofsky M RKS RESI EN E D WIE ARCH I T E C T 1 8 HILLANDALE ROAD ok APR - 2 2025 11 Berkley Lane RYE BROOK , NEW YORK Tillage of R- ��� Rye Brook•New York Rev ' 0'j, 10573 ArchitectUra _.....�.__.... VILLAGE OF RYE BROOK 516.314.1385 p,ppr®val Date:..- BUILDING DrPARTTENT Chairman: .a A PLOT PLAN ZONING COMPLIANCE PROJECT ADDRESS 16 HILLANDALE ROAD.RYE BROOK,NY 10573 ZONING COMPLIANCE TABLE SECTION/BLOCK/LOT 135.28-1-39 18 HILLANDALE ROAD,RYE BROOK,NY,10573 �- ZONE RESIDENCE R-25 129 6, >,- ,se '.... ,1 e�sa•1i13 a1 REQUIRED/ V AT E AP E D ,1 1 ->ui r�ttaar-� o<s REGULATION EXISTING PROPOSED CHANGE .4 ,4zoa>:t-a Bi• op n PERMITTED �1 641.11 l , O y. _ \ �Y\ 116»1�M `�3077-1.2, �^ 1 MINIMUM LOT AREA 25,000 S.F 44,487 S F 44,487 S F. V'`� Mill O e�1•ra 1� '' a \ , 12e7@,a iaat7 t3, �z0n_y r. MINIMUM FRONT YARD 45.0 58.8 58.8' Q 2Re�t-,yn-,�_ 13OW-1-01' MINIMUM REAR YARD 40.0 198.9 198 9 - � ,�.�" \ ,30.>,.,:, �, p� LICE �'� �-y,C`� � � BUOL®ONO INS ECT�R,`pillage of Rye Broo ,Nl� 13077-t-ti> o � Ft"1 � L i O 13►{41-,y�: t 1307744 �_ -- - MINIMUM SIDE YARD 15.0 204 20.4' �������� / �_ ,29e4_1.22 ELE I o:,zB �� � - - 130•n'1-18 MINIMUM TOTAL SIDE YARDS 40A N/A N/A - � o 128E1,-j . ,2Y84,2, 130.1 440 ,30.71-130 129111-1e 12984,41 �� 0171.7 MAXIMUM IMPERVIOUS COVERAGE 12,247 S.F. 8,982 S.F. 9,295 S.F +313 S.F. �QUIRED TO / t3o Tf"i,1 • L30.77-r1 '12OA4-1a 12ee+n-211 1 T, e1 , �a MINIMUM USABLE OPEN SPACE 1,200 S.F. >1,200 S.F. >1,200 S F. - ch / s 12023-,3709 WI-, 121AWI-17 130"4 3 77-116? u ° u ° ate �� ,��%� �t AREA OF DECK(4/°OF LOT MAX.) 1,779 S.F.(4%) 694 S.F.(1.6/°) 975 S.F.(2 2/°) +281 S.F / /© I 129 84 13't29 M,4 29.M t 2? ��, 12r t-u � w t3ot7-area>• 3o77-,at ,3L7r-,31 OrIOJI 1 1 77-•12 /130�1.14 .°'•., 2Lt 1 ti / K 1B W taq n� 13MI-3 1 � 13521}l39 t6,t-1-13 '� ROAD 1�� f10 O / /I y w t1k127-1 131{�1- 13821-$2 I 138I 7•,81 3621-1� iX21-171l�r�-1' �3y�1 t3 1 1362&t 136214-11 7.Zt1-\ / /ri26-,-40 t Y 10527.1 , 136 1.38 p 1 1362 1 �i I 31W-1-21 -1- / / CC Z O �' _ 'I'1P 1R�DM°p°�t 1 1- 362b1 ' ,3528, 0 12l21-,-111 13e121'•/0 7c <t?421r17� t / r--- - 35 261-t , tee 21Mas1 uu.'t� 1 -,� �/ Ot2t t fi 13S 2bta2 2a t•?+ 1@82,-1{t3111(t,,-0 r a d 13526•tJ3 13E21•,J 21-}�oranGu,rcr I OI 140 JA J cr W21-1 }fit 11529, - ; � U •t / • 11126.132 a,�i1301t+-1 1.00� 13{21-1 13,I21-1 22 -�--o- --/ 23•77 41 j 0 1" 4f294 I ` C� 1 .21.1.94 r36b11 ODy 17626-1301352111-1- M21-1 swill IN 1111111111 C x ,�Z7 j 1116281.18.. 135361-10 136.21.13735,21-1�4 ` 13W21- ---$.t 1-17,JB21-1 2t•' / EXSTG POOL cc138.1�. ,.i7�36,�4 135Sti•?A2 � 1 ,3621.13e 3¢24.4tz - s.,.17 ,3ea,io ,S..21.y,7 \ 1 3s,{ X 1 1 1>I6lLt-,B ROAD 1-w,,104&'1„ t382,- / W 13sx1•t-ae 1382t-,-321 21.1-301, ,76ab,-70 ,j1e29,t-1 1 .2�t•t ROAD 1-0 ,as3�J,.�u.n°r t3tt361 t ,oa.><7 U&M-1-1 ,,1� ,; , 14 PaA 28.36.13y IM-2,•1 ,�t053G1 , x 1-1 1Z9,•71 13s29.1.1s 1� REMOVE EXSTG STAIR (p 161 co >_ *NOT TO SCALE GENERAL NOTES z. �< °o° I ED A --i I I ,y 1 ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE INCLUDING THE 2020 / RESIDENTIAL CODE OF NEW YORK STATE(2020 RCNYS),THE 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE(ECCNYS), THE 2020 PLUMBING CODE OF NEW YORK STATE(2020 PCNYS),THE 2017 NATIONAL ELECTRIC CODE(NFPA 70-2017),LOCAL HEALTH Q I DEPARTMENT REGULATIONS AND ALL OTHER APPLICABLE REGULATIONS BY AUTHORITIES HAVING JURISDICTION. / NEW DECK REFINISHED DECK 30.5 1 sEA��iS� 0 A SHOULD THERE BE ANY INFORMATION SUPPLIED ON OR OMITTED FROM THE DRAWINGS OR IN THE SPECIFICATIONS THAT I I Q~ a INADVERTENTLY DOES NOT COMPLY WITH CODE THE CONTRACTOR SHALL BRING THE MATTER TO THE IMMEDIATE ATTENTION I OF THE ARCHITECT AND RESOLVE IT BEFORE ANY CONSTRUCTION AFFECTING THIS MATTER BEGINS3 ill B SHOULD THE CONTRACTOR KNOWINGLY CONSTRUCT ANYTHING IN NON-COMPLIANCE WITH ANY CODE WITHOUT CONSULTING loI i S BEFORE HAND,THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR CORRECTING THE CONSTRUCTION TO COMPLY WITH ALL LOCAL AND STATE CODES AND AT NO ADDITIONAL COST TO THE OWNER,EVEN IF THE DRAWINGS OR SPECIFICATIONS CAN BE SHOWN TO CALL OUT NON-COMPLYING SITUATIONS 17.1 1 c 2 SHOULD UNFORESEEN CONDITIONS OR OTHER CAUSES NECESSITATE CONSTRUCTION DETAILS NOT IN ACCORDANCE WITH THESE PLANS.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND SUBMIT HIS DETAILS SHOWING THE PROPOSED METHODS TO o�' 0�3 •, EXSTG HOUSE ACCOMPLISH THE REQUIRED RESULTS PATCH REPAIR AND FINISH OF ALL DISTURBED AREAS. \ GO 3 ALL ELECTRICAL.PLUMBING AND H.V.A.0 WORK SHALL BE DONE OR DIRECTLY SUPERVISED BY SUBCONTRACTORS LICENSED TO O WORK IN THE STATE 4 VERIFY ALL DIMENSIONS IN THE FIELD.DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND DRAWINGS AND/OR SPECIFICATIONS I SHALL BE REPORTED TO THE ARCHITECT IN WRITING FOR CLARIFICATION.WORK SHALL NOT PROCEED UNTIL SUCH CLARIFICATION / HAS BEEN RECEIVED 0 / 5 INSPECT THE PREMISES AND VIEW THE EXISTING CONDITIONS TO VERIFY ALL CONDITIONS,SIZES AND QUANTITIES PLANS ARE ` 2O.3 ' j ISSUED FOR: FURNISHED TO INDICATE THE SCOPE OF THE INTENDED CONTRACT WORK.EXISTING CONDITIONS WHICH MIGHT PRECLUDE OR �m \ ® ® ® ''�" PERMIT INTERFERE WITH THE PROPOSED WORK AS DRAWN OR SPECIFIED SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNER FOR RESOLVING.RELOCATIONS MUST BE CHECKED TO VERIFY THEIR FEASIBILITY IN ACCORDANCE WITH THE NEW REQUIREMENTS. � ——— I I ISSUED DATE: 6 WRITTEN DIMENSIONS ON THE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.VERIFY ALL DIMENSIONS AND m0 `GN CONDITIONS INDICATED ON THESE DRAWINGS o n — / o APRIL 1,2025 7 ADEQUATELY BRACE AND PROTECT ALL WORK DURING CONSTRUCTION AGAINST DAMAGE BREAKAGE,COLLAPSE DISTORTIONS '� I AND MIS-ALIGNMENT ACCORDING TO APPLICABLE CODES STANDARDS AND GOOD PRACTICE. 8 MANDATORY INSPECTIONS:MANDATORY INSPECTIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING \ / o REVISION DATE: REVISION NO.: JURISDICTION.VISIT THE PROJECT SITE TO INSPECT THE SCOPE OF THE WORK IN RELATION TO THE EXISTING CONDITIONS 9 ALL ELECTRICAL WORK SHALL CONFORM TO NATIONAL ELECTRICAL CODE 3 - 10 THE TERM"PROVIDE"MEANS TO"FURNISH"AND"INSTALL 11 THE TERM"FURNISH"MEANS TO SLIPPY REQUIRED COMPONENTS AND DELIVER TO PROJECT SITE / /6 `- 12 THE TERM"INSTALL"MEANS TO INSTALL ALL REQUIRED ITEMS 67.661 I CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA \ 20201RC TABLE R30121 _ , I TITLE SHEET A WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN GROUND SPEED DESIGN DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL \ GENERAL NOTES H SNOW LOAD FROST LINE HAZARDS (MPH) CATEGORY WEATHERING TERMITE TEMP REQUIRED INDEX TEMP DEPTH o 20 PSF 115 MPH C SEVERE 42' MOD TO HVY 7 F YES LOCAL <1500 50 F I /FINAL SURD E. r (�>P�R(O�POSED SITE PLAN&ZONING ANALYSIS REQUIREDpy� I ROAD FINAL INSPECT10 AD r� z 01 OF 04 Evan Sakofsky ARC H I T E C T 11 Berkley Lane Rye Brook-New York 10573 516.314.1385 I II II ❑ - - - REMOVE EXSTG STAIRS �/�>� - REMOVE EXSTG STAIRS __ &SUPPORT STRUCTURE \�< &SUPPORT STRUCTURE REMOVE EXSTG DECKING&RAILINGS; ElEl \\\Y \\\y EXST'G STRUCTURE TO REMAIN s \ II II W O EXSTG PATIO t_ II Q El I � W w w J Z IA a GROUND LEVEL DEMOLITION PLAN FIRST FLOOR DEMOLITION PLAN us o Y IC z 0 Q p U J i= J _ m CC '� = w a 00 >_ T �E D AR 5� 6 S L;st 7180 ri O �I I I i im-H REMOVE RAILINGS&DECKING; II � � III f Ill� � III I III D EXST'G STAIR SUBSTRUCTURE TO REMAIN ,'f ---- - - - - -- — — PERMIT I y' / N II / ISSUED DATE: 0 IL II APRIL 1,2025 REMOVE EXST'G DECKING&RAILINGS; REMOVE EXSTG STAIRS& REVISION DATE: REVISION NO.: EXSTG STRUCTURE TO REMAIN SUPPORT STRUCTURE (DREAR DEMOLITION ELEVATION r-o° DEMOLITION DEMOLITION NOTES PLANS & ,. ALL DASHED ITEMS ARE TO BE REMOVED TYPICAL.CONFIRM WITH OWNER PRIOR TO DEMOLITION ELEVATIONS 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 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-ALIGNMENT ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD PRACTICE. 4 DEMOLITION DRAWINGS ARE DIAGRAMMATIC.CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLISHING ALL THAT IS REQUIRED TO PERFORM THE PROPOSED SCOPE OF WORK NOTE: ALL NOTED EXISTING STRUCTURE IS BASED UPON FIELD OBSERVATIONS.FIELD VERIFY AND NOTIFY ARCHITECT DURING DEMOLITION IF FIELD CONDITIONS VARY FROM ASSUMPTIONS. 02 OF 04 Evan Sakofsky EXISTING POOL STRUCTURAL NOTES A R C H I T E C T 1.CONCRETE FOOTINGS:PROVIDE ROUND FOOTINGS AS INDICATED SEE DIAMETER INDICATED ON PLAN ALL FOOTINGS TO BE MIN.3,000 PSI CONCRETE AND SHALL EXISTING POOL PATIO EXTEND 42 MINIMUM BELOW GRADE. 11 Berkley Lane 2.POST:ALL INDICATED POSTS TO BE 5 Y2'x 5 Y2 PRESSURE TREATED SOUTHERN PINE Rye Brook-New York NO 2 OR BETTER 3.POST CAP AND BASE:ALL POSTS SHALL RECEIVE SIMPSON STRONG-TIE ABU POST 10573 BASES AND SIMPSON STRONG-TIE BCS POST CAP EXSTG POOL FENCE 516.314.1385 EXSTG STEPPING STONES.TYP ' NEW 12°DEEP CONCRETE u CFOOTING TO SUPPORT STAIR STRINGERS 1 0" EXTEND EXISTING BLUESTONE PATIO TO MEET NEW STEPS 4 I — ell ZCAN EXSTG RETAINING WALL CANTILEVER JOISTS 3 2nu kLL 14"0 18"0 14"0 G FTG• FTG rTILEVER �' \ I I I 1 I or/ UPSET BEAM NEW PLANTING BED I -—_ �/ EXSTG BEAMS&STRUCTURE.TYP. 0 Ir 1 2 3 a V 2 3 NI I I- - I Lu O _ I Q m NEW(3)P.T.2x12 CONT. D-I I I I I I I �_ I a MULTI-SPAN BEAM x I NEW DECK —. I_ I z ( EXISTING PATIO I O I�� .•� z Q N I I I I I I I ' NEW 1xe TIMBERTECH DECKING SIMPSON STRONG-TIE DTT1Z COLOR-BROWN L z DECK TENSION TIE SEE DETAIL Ll INSTALL WITH HIDDEN - — FASTENING SYSTEM I J. � W { w wrl NEW P.T.2x10 LEDGER: i I- w SEE FASTENING DETAIL I _-�._ -17Q 2-0 18-2 V IF I II w 0 Y DECK FOUNDATION CONSTRUCTION PLAN GROUND LEVEL CONSTRUCTION PLAN I I mill _ cc Z 0 Q I II O I H J I I J I I - m II _ EXST'G FOUNDATION WALL CC W � a NEW FLASHING co T RED A TREX 1x8 DECKING Rc NEW P T 2x LEDGER 20'-Q V.I.F. F_ S��• GRADE VARIES V I F HILTI HLC-HX SLEEVE ANCHORS. SEE LEDGER BOLTING DIAGRAM9,7 I' Ilk I DECK LEDGER DETAIL I` �� 4 lye, NEW 1x8 TIMBERTECH DECKING: ht COLOR BROWN PERMIT INSTALL WITH HIDDEN NEW DECK FASTENING SYSTEM j 10"TYP. - ISSUED DATE: I CID^ REFINISH EXISTING DECK APRIL 1,2025 Il BOLTS THROUGH LEDGER 1r� 1 REVISION DATE: REVISION NO.: SEE LEDGER DETAIL LEDGER N STAGGER FASTENERS IN 2 ROWS oN cn *NOTES NEW 1x8 TIMBERTECH DECKING: u a 1 VERTICAL PLACEMENT OF BOTTOM ROW OF FASTENERS FROM TOP OF LEDGER 5'_t• COLOR =BROWN O TO BE 5 5 MIN FOR 2x8.8 5 MIN FOR 2x10.AND 7.5 MIN FOR 2x12 INSTALL WITH HIDDEN Z Z 18 MAX 18 MAX 2 FOR 2x8 LEDGERS MIN PLACEMENT OF BOTTOM FASTENERS FROM TOP MAY FASTENING SYSTEM w `n BE REDUCED TO 4 5 IF LAG SCREWS ARE USED OR BOLT SPACING IS REDUCED BASEMENT& 67 2 MIN TO THAT OF LAG SCREWS TO ATTACH 2x8 LEDGERS TO 2x8 BAND JOISTS 5 MAX FIRST FLOOR CONSTRUCTION PLAN FOUNDATION LEDGER BOLTING DIAGRAM CONSTRUCTION 5 PLAN ON 03 OF 04 DRINK RAIL TO MATCH DECKING Evan Sakofsky ARC H I T E C T I I P.T.JOISTS I I 11 Berkley Lane I I Rye Brook•New York I I I I 10573 I IPROVIDE SIMPSON STRONG-TIE GALVANIZED H1 516.314.1385 UPLIFT CLIPS AT EACH JOIST I I I I 4 P.T.BEAM I I ALUMINUM BALUSTERS I I SIMPSON DTT2Z LATERAL SIMPSON STRONG-TIE DECK POST CONNECTOR GALVANIZED BCS CAP COMPOSITE POSTS I I SCREWED TO DECK JOIST SIMPSON STRONG-TIE GALVANIZED ABU POST BASE I I COMPOSITE DECKING SIMPSON STRONG-TIE GALVANIZED%x 8 TITEN HD HEAVY-DUTY SCREW ANCHOR ° ° ° ° — e ° ° ° Y2'DIA.BOLTS P.T.4x4 POST;FULL HEIGHT WITHIN POST SLEEVE O 1 PAINTED 4/4 CPVC FLAT FASCIA TRIM, USE CONCEALED FASTENING SYSTEM 2 -CORTEX FOR AZEK PLUGS OR O 5 STARBORN PRO PLUG FOR PVC OR Z APPROVED EQUAL 3 _ PAINTED%CPVC FLAT TRIM. Z USE CONCEALED FASTENING SYSTEM;SEE NOTE ABOVE c� 1 1 1 W Kim Lil LATTICE P.T FRAMING AT GRADE 00 TO SUPPORT LATTICE PROVIDE CRUSHED STONE ON � Y o °000000 0000000,. °o 0000000000c ,00000°00000,., WEED BARRIER BENEATH DECK 4 � � z o (D',�IELEVATION�....... GRADE VARIES.V.I.F.7"' 1 JAQ J DECK RAILING&PERIMETER DETAIL DECK BEAM&FOOTING DETAIL J m 4 4 EXTERIOR ELEVATION MATERIALS LEGEND O uj 1. POST WRAPS:WHITE POST SLEEVE WITH ACCENT LIGHT AND POST SLEEVE SKIRT 2. RAIL&INFILL:TIMBERTECH WHITE COMPOSITE SUBRAIL WITH BLACK ALUMINUM BALUSTERS AND BROWN COMPOSITE DRINK RAIL / 3. FASCIA BOARD:WHITE CPVC 4. FINISHED OPEN STRINGER:WHITE CPVC S. STAIR RISERS:WHITE CPVC 6. LATTICE:WHITE PVC DIAMOND LATTICE OR SIMILAR �� VIA 8 Sty' 0- 0 oA ,-- EM 0371 B, �- F SUE E:IIL- PERMIT ISSUED DATE: APRIL 1,2025 ® ® ® REVISION DATE: REVISION NO IE] 1 1LU 2 2 � . EXISTING FIRST_FLO� EXTERIOR ELEVATIONS 3 4 2 4 r EXISTING BASEMENT FLOOR A 5 REAR ELEVATION 2 114•_1'4r 04 OF 04 I