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O Cr � a" w > x � BUIL rE �RTMENT VIL EOFR K 938 KING ET RYE B ,NY I0573 -0 RFPS 1 2022 �c VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: �1 Approval Date: 0 �� Application Approval Signature: AROUTECTILRa REVIEW BOARD: Disapproved: Date: BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: �'A 1 L, _ _ ZBA Approval Date: Case# (---C_ Other: Application Fee: r �yb Permit Fees: EXTERIOR BUILDING PERMIT APPLICATION Application dated: 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: 23 Sleepy Hollow Road 2. Parcel IM129.67-1-27 Zone: R-15 3. Proposed Improvement(Describe in detail): -Remove existing prefabricated sunroom at rear + -Remove existing railroad tie retaining wall and stair-install new retaining walls and stair. -install new sliding lass doors at lower level at rear of dwellin 4. Property Owner: Michael Kaplan Address: 23 Sleepy Hollow Road Phone# 516-526-5647 Cell# e-mail mkapla3@gmail.com List All Other Properties Owned in Rye Brook: Applicant: Address: Phone# Cell# e-mail Architect: HAYNES ARCHITECTURE PC-Thomas Haynes Address: 570 Yonkers Avenue Yonkers NY Phone# 914-%3-3838 Cell# e-mail TJ(&fiaynesdesigngroup.com Engineer: Address: Phone# Cell# e-r-il General Contractor: T4W)* .�.� 0Dn,s,1ru c/yD,7f/�y1C �L— ul s z4wy o Address: Jr'�7 Akbl ee151 C0 J V AIA4114 A)y /os9•S- Phone# Cell 4 e-mail [11 8/12/2021 5. Occupancy;(1-Fam_,2-Fam.,Commercial.,etc...)Pre-construction: 1-FAM Post-construction: I-FAM 6. Area of lot: Square feet: 18,450 Acres: 0.42 7. Dimensions from proposed building or structure to lot tines: front yard: no change rear yard: no change right side yard: no change left side yard: no change other: no new structure* 8. If building is located on a corner lot,which street does it front on: 9. Area of proposed building in square feet: Basement: no change I fl: no change 2"d fl: nochanp 3'd fl: 10. Total Square Footage of the proposed new construction: 11. For additions,total square footage added: Basement: no change 1 fl:no change 2'fl:no change 3'd fl:no change 12. Total Square Footage of the proposed renovation to the existing structure: no change 13. N.Y.State Construction Classification: VB N.Y. State Use Classification: VB 14. Number of stories: - Overall Height: - Median Height: 15. Basement to be full,or partial: no change finished or unfinished: no change 16. What material is the exterior finish: no change 17. Roof style;peaked,hip,mansard, shed,etc: no change Roofing material: no change 18. What system of heating: no change 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 (ifyes,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: X No: Area: 422.69 22. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No:X (ifyes,applicant must submit a Site Plan Application, &provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: X (ifyes,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 (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 1: TIER 11: TIER III: (ifyes, a Nome 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: $ _2 00 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 C/O. 30. Estimated date of completion: 1-2 Months after approvals (2) 8/12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 RESIDENTIAL LOT AREA COVERAGE Address: 23 Sleepy Hollow Road Section: 129,67 Block: 1 Lot: 27 PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS (Local Law 3-88) YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4% R-20 20,000 14% 3.5%° 4% 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-21F 5,000 30% 5% 3.5% Existing: Proposed: 1. AREA OF LOT 18,450 Sq. Ft. NO CHANGE Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) 2,494 Sq. Ft. 2.394 Sq. Ft. b. Area of 11 Floor Divided By Area of Lot x 100 13.51 % 12.97 % 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages,Tool Shed, Playhouses) 0 Sq. Ft. NO CHANGE_Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 0 % NO CHANGE % 4. AREA OF DECK 793 Sq. Ft NO CHANGE Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 4.2 % NO CHANGE Mof my knowledge and belief,the above information is correct. ty 's Signature (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' 23 Sleepy Hollow Road Section: Block: Lot: Zone: 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 % 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: s .ft. Existing Allowed Proposed Total impervious coverage = S .ft. S . ft. S .ft. Front impervious coverage es t the best of my knowledge and belief,the above information is correct. Arc ct's Signature (4) Rl1212021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: 23 Sleepy Hollow Rd Section: 129.67 Block: 1 Lot: 27 MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [(Lot Area 21,780) x 0.11478421 ]: a. Allowed = 6,1 72.25 Sq. Feet b. Existing = 6,545,85 Sq. Feet c. Proposed = 6,545.85(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 forting 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 l 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 BEAU/RED FRONT: FRONT: FRONT: .44 R-35 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 IS SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R FSA SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 /RI2 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R fQ SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 R-7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 R-S SIDE: SIDE: SIDE: 4.00 FRONT:. FRONT: FRONT: 1.20 F SIDE: SIDE: SIDE: 4.00 I laftete best of my knowledge and belief, the above information is correct. ASignature (5) 8/12/2021 E PBUIL R EN T � � � V VIL Y K 93s KING YE B NY 10573 FEB 18 202 2 4-0 VILLAGE OF RYE BROOK 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 PLUMING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT . STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: Michael Kaplan ,residing at, 23 Sleepy Hollow Road (Print name) (Address%here von live) being duly sworn,deposes and states that(s)he is the applicant above named, and further states that(s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; 23 Sleepy Hollow Road , 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. (Signature of roperty Owner(s)) Michael Kaplan (Print Name of Property Owner(s)) Sworn to before me this l day of /C- . , 20 ZZ. t (Votary Public) SCOTT J.GOWE NOTARY PUBLIC OF NEW YORK I.D.001GO6357188 a J (6) MY COMMISSION EXPIRES �/ / Z 8/12/2021 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 owners) 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: Michael Kaplan ,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 owner for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,allomey,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 // Swom to before me this day of , 20 7_Z_ da o ;_Z ' 20 2`Z Signature of Property Owner Signa Applicant Michael Kaplan omas Haynes Print Name of Property er Print Name of Applicant Notary Public Notary Public SCOTT J.GOWE CHRISTOPHER J. RRADBURY NOTARY PUBI_lC OF NEW YORK Notary Public,State of New York I.D.*OiGO6357108 MY COMMISSION EXPIRES `l / 6)75 No.01 BR6159985 Qualified in Westchester County Commission Expires January 29,20 23 1�) 8/12/202 I Proposed Alterations at: 23 Sleepy Road, Rye Brook HAYNES ARCHITECTURE P.C. PROJECT INFORMATION: SCOPE OF WORK: THESE DRAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 570 yonkers ave. yonkers, ny 10704 VILLAGE OF RYE BROOK MUNICIPAL CODE OWNER: p:914.963.3838 f 914 963 3861 MR.&MRS.KAPLAN -REMOVE EXISTING PREFABRICATED SUNROOM AT REAR e: info®haynesclesigngroup.com ADDRESS: 23 SLEEPY HOLLOW ROA - -REMOVE EXISTING RAILROAD TIE RETAINING WALLS AND STAIRS THESE DRAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW These documents and all the ideas,arrangement.design, RYE BROOK,NY YORK STATE signs,and plans Indicated thereon or presented thereby are LE COPY -INSTALL NEW RETAINING WALLS AND STAIR ownedbyaparthereoheproperty of izedby any Haynes R.A.and no part thereof shall be utilized by any person.Ivm, or corporation tar any purpose whatsoever except with the -INSTALL NEW SLIDING GLASS DOORS AT REAR LEFT LOWER reserved icwrlflenpermissionolihamasE.Hoynes,R.A.AOrighis E V E L THESE DRAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK revisions: ARCHITECT: GENERAL NOTES: STATE AND THE 2020 RESIDENTIAL CODE OF NEW YORK STATE-APPENDIX J FOR EXISTING BUILDINGS NAME: HAYNES ARCHITECTURE PC - ADDRESS: 570 YONKERS AVENU AS-BU I LT'!FI NAL SUDREY 1. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE RESIDENTIAL CODE OF NEW YORK STATE AND ALL LOCAL THESE DRAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2020 ENERGY CONSERVATION YONKERS NEW YORK 070 CODES,ORDINANCES AND REGULATIONS OF AGENCIES HAVING JURISDICTION.ALL CONTRACTORS AND �EQU I RED P RIO.R SUBCONTRACTORS ARE TO COMPLY WITH ALL O.S.H.A.REQUIREMENTS PERTAINING TO THEIR WORK. CONSTRUCTION CODE OF NEW YORK STATE It 1 �' i� t INSPECTI 2. THE GENERAL CONTRACTOR(G.C.)AND ALL SUBCONTRACTORS ARE TO PROVIDE ALL LABOR MATERIALS,TOOLS, EQUIPMENT,SCAFFOLDING,SUPPLIES,LAYOUT AND SERVICES NECESSARY TO EXECUTE AND COMPLETE ALL WORK AS REQUIRED BY THE CONSTRUCTION DOCUMENTS,UNLESS OTHERWISE NOTED.PREPARATION AND INSTALLATIONS TO BF CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA IN STRICT ACCORDANCE WITH THE MANUFACTURER'S LATEST WRITTEN INSTRUCTIONS WHETHER OR NOT SPECIFICALLY I NOTED ON THE DRAWINGS. 2020 RESIDENTIAL CODE OF NEW YORK STATE 3. THE G.C.AND ALL SUBCONTRACTORS ARE TO FAMILIARIZE THEMSELVES WITH ALL APPLICABLE CODES AND REGULATIONS GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER FLOOD AIR MEAN IN REGARDS TO THEIR WORK FOR THEY WILL BE RESPONSIBLE FOR SAME. SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN WEATHERING FROST LINE TERMITE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL 4. THE G.C.IS TO FILE WORKERS COMPENSATION WITH THE DEPARTMENT OF BUILDINGS. LOAD(PSF) (MPH) EFFECTS REGION I DEBRIS ZONE CATEGORY DEPTH TEMP REQUIRED INDEX TEMP `''".'••I"":'te't'' ,�•;';•14 5. THE G.C.IS TO OBTAIN AND PAY FOR THE BUILDING PERMIT.THE SUBCONTRACTORS ARE TO PAY FOR AND OBTAIN PERMIT '-'•••� ••w•"�'I'�`•' 30 120 NO YES NO SEVERE 42' MODERATE 15tieg F YES SEE 1500 52deg F REQUIRED IN CONNECTION WITH THEIR WORK. TO HEAVY BELOW 6. THE G.C.AND SUBCONTRACTORS ARE TO ARRANGE FOR AND AND PAY ALL FEES IN CONNECTION WITH ALL REQUIRED FLOOD HAZARDS INSPECTIONS. A FIRST CODE DATE OF ADOPTION JULY 9,1980 7. PLANS ARE SUBJECT TO CHANGES AS DIRECTED BY THE DEPARTMENT OF BUILDINGS. B DATE OF FLOOD INSURANCE STUDY JAN 211998 8. THE G.C.AND SUBCONTRACTORS ARE TO REVIEW THE CONSTRUCTION DOCUMENTS,SPECIFICATIONS,NOTES AND C MAP PANEL NUMBERS 36119CO307F THROUGH 36119CO338F EFFECTIVE SEPT 28,2007 ADDENDUMS THOROUGHLY TO DETERMINE THE EXTENT OF WORK UNDER THEIR TRADE AND THE WORK OF OTHER TRADES REQUIRING COORDINATION,FOR THEY WILL BE RESPONSIBLE FOR SAME.THE ARCHITECT WILL CLARIFY ANY DISCREPANCIES OR CONTRACTOR QUESTIONS IN WRITING PRIOR TO BID SUBMISSION. SMOKE DETECTOR NOTES: CARBON MONOXIDE ALARM NOTES: project title: R'1 9. DO NOT SCALE DRAWINGS.USE COMPUTED DIMENSIONS ONLY.IF ANY DISCREPANCIES ARE FOUND,NOTIFY ARCHITEC 1• i` FOR CLARIFICATION PRIOR TO PROCEEDING WITH WORK. PROVIDE DETECTORS AS PER SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PROVIDE DETECTORS AS PER SECTION R314 OF THE 2020 RESIDENTIAL CODE OF DEVICES TO BE LOCATED AS FOLLOWS NEW YORK STATE 10. ALL DIMENSIONS AND LOCATIONS AS INDICATED ON THE DRAWINGS ARE TO BE CONSIDERED AS REASONABLY CORREC F. --- - DEVICES TO BE LOCATED AS FOLLOWS BUT IT IS UNDERSTOOD THAT THEY ARE SUBJECT TO MODIFICATION AS MAY BE NECESSARY OR DESIRABLE AT THE TIME 1 ONE FOR EACH SLEEPING ROOM - OF INSTALLATION TO MEET ANY UNFORESEEN OR OTHER CONDITIONS. 2 ONE DIRECTLY OUTSIDE EACH SLEEPING ROOM 1 ONE FOR EACH STORY HAVING SLEEPING AREA �r 11. THE G.C.'AND ALL SUBCONTRACTORS ARE TO INVESTIGATE THE JOB SITE AND ALL EXISTING CONDITIONS PRIOR TO 3 ONE FOR EACH STORY,INCLUDING BASEMENT 2 ONE FOR EACH STORY WHERE FUEL FIRED APPLIANCES AND EQUIPMENT OR ATTACHED GARAGES ARE LOCATED 4w J�s. SUBMITTING BIDS AND START OF CONSTRUCTION.ALL EXISTING CONDITIONS AND DIMENSIONS TO BE FIELD VERIFIED. DEVICES LOCATED IN AREAS WHERE INTERIOR WALL OR CEILING FINISHES ARE NOT REMOVED TO DEVICES LOCATED IN AREAS WHERE INTERIOR WALL OR CEILING FINISHES ARE NOT REMOVED TO EXPOSE THE DISCREPANCIES AND UNCOVERED CONDITIONS NOT ADDRESSED SHOULD BE BROUGHT TO THE ATTENTION OF THE EXPOSE THE STRUCTURE CAN BE BATTERY OPERATED AND ARE NOT REQUIRED TO BE STRUCTURE CAN BE BATTERY OPERATED AND ARE NOT REQUIRED TO BE INTERCONNECTED ALARMS MUST BE LOCATED OWNER AND THE ARCHITECT. INTERCONNECTED EXCEPT THAT INTERCONNECTION IS REQUIRED IF THE ROOMS CAN BE ACCESSED WITHIN 10 FEET OF ANY BEDROOM DOOR AND MUST HAVE A DIGITAL READ-OUT THROUGH THE ATTIC FLOOR i 12. ALL WORK IS TO BE PERFORMED IN A NEAT,PROFESSIONAL MANNER BY SKILLED MECHANICS. ` �'=• ,_.`-:: 13. THE G.C.AND OTHER SUBCONTRACTORS ARE TO BE RESPONSIBLE FOR THE PROPER PERFORMANCE OF THEIR WORK, - ;��` COORDINATION WITH OTHER TRADES.METHODS,SAFETY AND SECURITY ON THE SITE AT ALL TIMES.SPECIAL ATTENTION TO SAFETY IS TO BE PROVIDED DURING ALL REQUIRED DEMOLITION WORK.THE ARCHITECT AND THE ARCHITECT'S AGENTS ARE NOT RESPONSIBLE OR LIABLE FOR THE ABOVE AND IS HELD HARMLESS AND INDEMNIFIED BY ALL CONSTRUCTION CODE 0 F NYS L:,•�: , � 2020 ENERGY CONSERVATION CONS UC 0 CO �CONTRACTORS FROM ANY CLAIMS,LOSSES,SUITS,OR LEGAL ACTIONS ARISING FROM THE CONTRACTORS 0 L _ PERFORMANCE OF THE WORK ON THIS PROJECT. 'INSULATION AND FENESTRATION REOUIRENIEN T S BY COMPONENT 14. THE G.C.IS TO RETAIN THE SERVICES OF A LICENSED LAND SURVEYOR AND PAY THE FEE TO LOCATE AND STAKE THE CLIMATE ZONE: > PROPOSED STRUCTURE(S).THE LAND SURVEYOR IS TO ESTABLISH THE GRADE DATUM(S)IN ACCORDANCE WITH THE REQUIRED: FENESTRATION SKYLIGHT GLAZED CEILING :'TALL FRAME MASS FLOOR BASEMENT SLAB CRAWL CONSTRUCTION DOCUMENTS.-IF REQUIRED IN SCOPE OF WORK U-FACTOR U-FACTOR FENESTRATION R-VALUE WALL WALL R-VALUE WALL FLOOR&DEPTH SPACE �` 15. THE G.C.IS TO NOTIFY THE BUILDING DEPARTMENT AT LEAST 24 HOURS PRIOR TO THE POURING OF CONCRETE sHCC R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE 14 SUBJECT PROPERTY: FOOTINGS. 0.32 0.55 0.4 R-49 R-21 R-8/13 R-19 R-10/13 R-10/ R-10/13 7 23 SLEEPY HOLLOW ROADA 16. THE G.C.IS TO SECURE AND PAY FEES FOR THE CERTIFICATE OF OCCUPANCY AFTER COMPLETION OF THE WORK AS '- L O L Printkey/Taxl D: 129.67 1 27 RYE BROOK NY INDICATED ON THE CONSTRUCTION DOCUMENTS,ADDENDA'S AND OTHER APPROVED CHANGE ORDERS.SUBMIT COPIES PROPOSED: FENESTRATION S1<YLIGHT GLAZED CEILING 4HALL FRAME MASS FLOOR BASEMENT SLAB CRAW O ` > U-FACTOR U-FACTOR FENESTRATION R-VALUE WALL WALL R-VALUE WALL FLOOR&DEPTH SPACE N OF THE CERTIFICATE OF OCCUPANCY TO THE OWNER PRIOR TO SUBMITTING FOR FINAL PAYMENT. SHGC R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE ZONE: R-15 17. NO EXTRA CHARGES WILL BE ACCEPTED DUE TO AN INCOMPLETE FIELD OBSERVATION BY THE G.C.AND ALL L SUBCONTRACTORS,EXCEPT FOR HIDDEN CONDITIONS AS DETERMINED BY THE ARCHITECT. 0.2s o.55 0.4 CLOSED CLOSED N/A R-19 N/A R-t 0D CLOSED 2-FT. N/A 0 � 18. THE OWNER AND/OR THE ARCHITECT RESERVES THE RIGHT TO REQUEST SUBMITTALS AND/OR SHOP DRAWINGS FOR CELL CELL CELL 0 L_ DRAWING LIST. APPROVAL ON ANY AND ALL ITEMS SPECIFIED ON THE DRAWINGS INCLUDING BUT NOT LIMITED TO STRUCTURAL STEEL, SPRAT' SPRAY SPRAY STEEL REINFORCEMENT,DOOR HARDWARE,PLUMBING AND ELECTRICAL FIXTURES AND HVAC EQUIPMENT.THE FOAM FOAM FOAM X CONTRACTOR MUST SUBMIT(3)COPIES OF EQUIPMENT AND FIXTURE CUTS ON ITEMS THAT THE CONTRACTOR IS W REQUESTING TO SUBSTITUTE FOR THE ITEMS SPECIFIED ON THE DRAWINGS. NOTESI ALL NEW WINDOWS SHALL HAVE INSULATED GLASS SHEET: TITLE: 19. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE TO GUARANTEE WORK UNDER THEIR CONTRACT 2 ALL NEW DOORS SHALL BE FULLY WEATHER STRIPPED INCLUDING PARTS AND LABOR FOR A PERIOD OF ONE(1)YEAR FROM THE DATE OF THE OWNER'S FINAL ACCEPTANCE. 3 PROVIDE CAULKING AROUND ALL DOORS AND WINDOWS TO PREVENT AIR INFILTRATION INTO BUILDING A.01 LOCATION PLAN/CERTIFICATIONS 20. THE ARCHITECT HAS NOT BEEN RETAINED TO PERFORM WORK DURING CONSTRUCTION OF A PROJECT AND ASSUMES NO 4 PROVIDE CAULKING AROUND ALL FLOOR B CEILING PENETRATIONS(MECHANICAL PLUMBING AND ELECTRICAL) A.02 GENERAL NOTES RESPONSIBILITY FOR INSPECTIONS,CHANGES IN DESIGN OR CONSTRUCTION MEANS AND METHODS. 5 ALL NEW INSULATIONS TO BE FIBERGLASS BATT WITH FOIL FACED VAPOR BARRIER � enSP.01 PROPOSED PLOT PLAN/ZONING ANALYSIS N A1.01 DEMOLITION PLANS/ PROPOSED PLAN 2020 RESIDENTIAL CODE OF NEW YORK STATE OL A1.02 PROPOSED PLAN - Village of Rye Brook -- -- - IL A1.03 ELEVATIOONS/DETAILS REG ON ALLO'rlFD/REQUIRED txislr�t i PROPOSED PER�IIIT# Ar�hectr� ! USE/OCCb NCI' I-FAMILY 1-FAMILY NO CHANGE - -- - - G �/� ~ A roval Date: . SBL# � � ` � �f/� � Z �� � AREAS 3 STORY 2.5 STORY NO CHANGE . GENERAL NOTES Chairman:- iF - 3i�NSTRUCTION TYPE 5-B TYPE 5-B iV0 CHAiNGE DATE APP E MAR 2 2 ZU22 seal:Architect Thomas E.Haynes original fi02'14'2022 ling date: �AED Aq drawn by, C BUILDING INSP QR Vilta�e o�Rye wok.DIY \� �E ti, ��a�` `'�yy�>� checked by: ,0► 'J'-4 drawing no.: t¢ •• I� � FEB 18 2022 376� yOQ' F NFL VILLAGE 00 RYE BROOK JOB NUMBER: BUILDING DEPARTMENT 21 -- A.01 LEGEND AND SYMBOLS: GENERAL NOTES: CONCRETE: MASONRY: 1. CONCRETE IS TO BE CONTROLLED STONE CONCRETE COMPLYING WITH A.C.I.318 BUILDING CODE REQUIREMENTS. 1. STONE AND CONCRETE MASONRY WALLS SHALL CONFORM TO THE RECOMMENDED PRACTICE FOR ENGINEERED METALS: EXISTING WALL CONCRETE IS TO HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.CONCRETE FOR BRICK MASONRY.LATEST EDITION BY STRUCTURAL CLAY PRODUCTS INSTITUTE,AND*SPECIFICATIONS FOR THE 1 STEEL CONSTRUCTION SHALL CONFORM TO AISC'MANUAL OF STEEL CONSTRUCTION',LATEST EDITION GARAGE SLABS,CARPORT SLABS,SON-0-TUBE FOOTINGS,STEPS,PORCH SLABS AND SIDEWALKS EXPOSED TO DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY'BY NATIONAL CONCRETE MASONRY 2. MATERIALS FOR STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING A.S.T.M.SPECIFICATIONS: WEATHER IS TO BE MINIMUM 3500 PSI CLASS'B"AIR-ENTAINED'CONCRETE.SEE FOUNDATION PLANS FOR ASSOCIATION. WF COLUMNS,PIPE COLUMNS,BEAMS,GIRDERS,MISC.STEEL: ASTM A36 , LOCATIONS OF CONCRETE WITH A HIGHER COMPRESSIVE STRENGTH. 2 ALL UNITS SHALL BE PLACED IN RUNNING BOND EXCEPT WHERE INDICATED. BEARING PLATES,BASE PLATES,AND CAP PLATES: ASTM36 NEW WALL 2. CONCRETE IS TO BE PLACED IN CONFORMANCE WITH A.C.I.304.LATEST ADDITION.CONCRETE IS NOT TO BE 3 CONCRETE MASONRY UNITS(CMU)ARE TO BE GRADE'N',TYPE'I' STRUCTURAL TUBING COLUMNS: ASTM A500 Fy=46 ksi CONFORMING TO THE A.S.T.M.C-90,'HOLLOW 3. ALL BOLTED CONNECTIONS SHALL BE MADE USING HIGH STRENTH A325-F BOLTS,3/4'DIAMETER INSTALLED IN SUBJECT TO DROPS OF MORE THAN 5'-0'. LOAD BEARING UNITS'.CMU WIDTHS FOR WALL THICKNESS'AS INDICATED ON THE DRAWINGS.PROVIDE CORNER DANCE WITH'SPECIFICATIONS FOR STRUCTURAL JOINTS'USING A325 OR A490 BOLTS.UNLESS OTHERWISE HAYNES ARCHITECTURE P.C. M WALL TO BE DEMOLISHED 3. ALL POURS ARE TO BE TERMINATED BY FORMS.PROVIDE KEY WAYS AS INDICATED ON THE DRAWINGS AND AS SASH,HALF HEIGHT AND ALL OTHER TYPES OF CMU REQUIRED TO COMPLETE MASONRY WALLS AS INDICATED. ACCORDANCE DETAILEO. DIRECTED BY THE ARCHITECT. 4 FACE BRICK IS TO BE OF TYPE,SIZE AND COLOR AS INDICATED ON THE DRAWINGS CONFORMING TO A.S.T.M.C-216 4. STEEL CONCRETE REINFORCEMENT:BARS:NEW BILLET STEEL DEFORMED BARS,ASTM A 615,GRADE 60 SIZED AS 4. ALL CONCRETE IS TO BE FORMED,UNLESS OTHERWISE APPROVED BY THE ARCHITECT. 'FACING BRICK(SOLID MASONRY UNITS MADE FROM CLAY OR SHALE) NOTED ON DRAWINGS.WELDED WIRE FABRIC(WWF):ASTM A185,SIZES AS NOTED ON DRAWINGS. 570 Yonkers ave.you kers, ny 10704 5. OBTAIN CONCRETE MANUFACTURER'S CERTIFICATES OF COMPLIANCE SHOWING CONCRETE CLASS,AGGREGATE 5 MANUFACTURER:OBTAIN ALL CMU FROM ONE MANUFACTURER BEING OF UNIFORM SIZE,COLOR AND TEXTURE 5. PROVIDE D DIAMETER X WELDED LONG MINIMUM THREADED ANCHOR BOLTS N TE O.C.MAXIMUM,MINIMUM 2 PER EXISTING DOOR SIZES,ADDITIVES USED AND FIBER MESH REINFORCEMENT(IF APPLICABLE). FOR EACH CMU TYPE REQUIRED FOR EACH CONTINUOUS AREA AND EACH VISUAL RELATED AREAS. PLATE TO ANCHOR EXTERIOR SILLS.ANCHOR BOLTS SHALL C O BOLTS TS A307 STEEL EMBODIMENT TO BE 8'FOR 6. THE FOUNDATION SUBCONTRACTOR IS TO OBTAIN CONCRETE TEST CYLINDERS FOR EACH CLASS OF CONCRETE 6 MORTAR IS TO BE TYPES'MORTAR IN CONFORMANCE WITH A.S.T.M.C-270'MORTAR FOR UNIT MASONRY'. POURED CONCRETE AND EXTERIOR FOR CMU. p:914.963.3838 is 914.963.3861 SPECIFIED.TAKE TWO(2)CYLINDERS EACH FOR EACH 150 CU.YDS.OR FRACTIONS THEREOF.TEST ONE(1) AVERAGE COMPRESSIVE STRENGTH TO BE 1800 PSI AT 28 DAYS. OP PAINTED WITH GREY ZINC CHROMATE PRIMER 2.0 MILS.IN THICKNESS.EXCEPT WHERE e: info CAD h a y n e s d e s i g n g ro u p.c o m SH OP H 6. ALL STEEL SHALL CYLINDER AT SEVEN(7)DAYS AND ONE(1)CYLINDER AT 28 DAYS.CYLINDER TESTS TO BE PERFORMED BY A 7. ALL MASONRY WALLS TO BE PROPERLY SHORED AGAINST WIND AND OTHER LATERAL LOADS UNTIL FLOOR AND FIELD WELDING E H DONE.ALL WELDS AND BARE SPOTS SHALL RECEIVE TOUCH UP PAINTING. NEW DOOR CERTIFIED TESTING LABORATORY.TEST REPORTS ARE TO INCLUDE CONCRETE CLASS,SLUMP,GAGE AND ROOF CONSTRUCTION IS COMPLETELY INSTALLED.THE G.C.IS TO ASSUME FULL RESPONSIBILITY FOR MASONRY ALL COLUMNS UNLESS OTHERWISE NOTED,SHALL BE 4'DIAMETER STANDARD WEIGHT(MIN.)STEEL PIPE .7 °0' LOCATION OF CONCRETE.SUBMIT THREE(3)COPIES OF TEST REPORTS TO THE ARCHITECT FOR REVIEW AND WALL STABILITY. COLUMNS WITH BEARING PLATES AT TOP AND BOTTOM WELDED TO COLUMN.PRIME COAT OF PAINT TO BE These documents and all the ideas,arrangement.design. APPROVAL. 8. PROVIDE ALL ANCHOR BOLTS WITH NUTS AND WASHERS,IN SIZES AND QUANTITIES INDICATED ON THE DRAWINGS, signs,and plans indicated thereon or presented thereby are 7. THE FOUNDATION SUBCONTRACTOR IS TO SUBMIT FOUR(4)COPIES OF THE STEEL REINFORCEMENT SHOP THAT ARE TO BE EMBEDDED INTO MASONRY.ANCHOR BOLTS ARE TO CONFORM TO THE STANDARDS OF A.S.T M APPLIED AFTER WELDING.(10'X10'X5/8'BOTTOM PLATE,UNLESS OTHERWISE NOTED). owned by and remain the property of Thomas E.Haynes. R.A.and no part thereof shall be utilized by any Person,firm DOOR TO BE DEMOLISHED DRAWINGS TO THE ARCHITECT FOR APPROVAL.THE SHOP DRAWINGS ARE TO INDICATE REINFORCEMENT TYPE, A-307 or corporation for any purpose whatsoever except with the SIZES,QUANTITIES,PLACEMENT AND ALL BENDS AND LAPS FOR ALL FOUNDATION REINFORCEMENT AS INDICATED 9. COORDINATE INSTALLATION OF ALL EMBEDMENTS PROVIDED BY OTHER TRADES. specific written permission of Thomas E.Haynes.R.A.All rights ON THE DRAWINGS. 10 CONSTRUCT ALL OPENINGS,SLEEVES,CHASES,ETC.REQUIRED BY OTHER TRADES AS INDICATED ON THE WOOD/PLASTICS: reserved V 8. ALL REINFORCEMENT IS TO BE DEFORMED BARS OF INTERMEDIATE GRADE NEW BILLET STEEL A-615 GRADE.60 DRAWINGS 1 ALL FRAMING SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE"NATIONAL DESIGN revisions: BENDS IN REINFORCEMENT ARE TO BE SHOP FABRICATED.FIELD BENDS WILL NOT BE PERMITTED 11 MORTAR JOINTS ARE TO BE STRAIGHT AND LEVEL.,OF A UNIFORM THICKNESS AND DEPTH.THICKNESS TO BE SPECIFICATION FOR STRESS GRADED LUMBER AND ITS FASTENINGS'AS PUBLISHED BY THE NATIONAL LUMBER FWALL TAG 9. ALL REINFORCEMENT STEEL IS TO BE SECURELY WIRED TOGETHER IN THE FRAMEWORK.TWO WAY MATS OF BETWEEN 318'AND 1/2'.JOINTS AT INTERSECTING CORNERS MUST MEET. MANUFACTURERS ASSOCIATION. STEEL ARE TO BE TIED AT ALTERNATE INTERSECTIONS BOTH WAYS 12 AS WORK PROGRESSES,INSTALL ALL BUILT IN ITEMS SPECIFIED ON THE DRAWINGS AND IN THE SPECIFICATIONS. 2. ALL LUMBER MATERIALS USED IN THE BUILDING SHALL BE GOOD,SOUND,DRY MATERIAL,FREE FROM LARGE AND 10. THE FOUNDATION SUBCONTRACTOR IS TO PROVIDE HIGH CHAIRS,SPACERS,SUPPORTS,ETC.AS NECESSARY FOR 13. GROUT FOR FILLING CMU CORES SOLIDLY IS TO BE TYPE'M'OR TYPE'S'MORTAR IN CONFORMANCE WITH A.S.T.M. LOOSE KNOTS,SHAKES AND OTHER IMPERFECTIONS WHEREBY THE STRENGTH MAY BE IMPAIRED AND OF SIZED THE PROPER PLACEMENT OF THE REINFORCEMENT STEEL. C476*GROUT FOR UNIT MASONRY'. INDICATED ON DRAWING. 11. PROVIDE CLEARANCES FROM FACES OF CONCRETE TO REINFORCEMENT AS FOLLOWS: 14 FILL CMU CORES SOLIDLY WITH GROUT A MINIMUM OF THREE(3)COURSES UNDER EACH LINTEL,BEARING PLATES, 3. ALL WORKMANSHIP INCLUDING NAILS,BLOCKING,BRIDGING,ETC.SHALL CONFORM TO THE NYSUFPBC. s SMOKE DETECTOR CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH--3' EMBEDMENTS OR OTHER SIMILAR CONDITIONS,UNLESS OTHERWISE NOTED. 4. PROVIDE LEDGER BOARDS,BLOCKING,NAILERS AND ROUGH FRAMING HARDWARE AS REQUIRED. -HARDWIRE&BATT.BACK-UP EXPOSED TO EARTH OR WEATHER(#5 BARS OR SMALLER)-1 1/2' 15. PROVIDE PRECAST REINFORCED CONCRETE LINTELS AS INDICATED ON THE DRAWINGS AT THE OPTION OF THE 5. PROVIDE ALL REQUIRED 2 X FIRE BLOCKING AS SPECIFIED IN SECTION 602.8 OF RESIDENTIAL CODE OF NEW YORK EXPOSED TO EARTH OR WEATHER(#6 BARS OR GREATER)-2' G.C.STEEL ANGLES OR STEEL BEAM LINTEES,PROPERLY SIZED FOR THE REQUIRED LOADS,MAY BE USED.ALL STATE.WHERE PARTITIONS ARE TALLER THAN V-0',INSTALL 2X FIRE BLOCKING"CATS,AT MID POINT. NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH: LINTELS TO BEAR A MINIMUM OF 4'ONTO SUPPORTS. 6. ALL NEW LUMBER SHALL BE DOUGLAS FIR#2 OR BETTER,WITH MIN.FB=1250 PSI AND E 1,500,000 PSI. CARBON MONOXIDE DETECTOR SLABS,WALLS AND JOISTS 3/4 16 PROVIDE SPANDREL WATERPROOFING AT ALL SPANDREL GIRDERS,STEEL LINTELS,DOOR AND WINDOW HEADS, 7. ALL LUMBER SHALL BEAR VISIBLE GRADE STAMPING AND BE KILN DRY. C W/DIGITAL READ-OUTBEAMS,GIRDERS,COLUMNS AND WHERE EVER ELSE INDICATED ON THE DRAWINGS.USE FABRIC FLASHING AS MANUFACTURED BY 8. ALL BEAMS,JOISTS AND RAFTERS TO BE SET WITH NATURAL CROWN UP.(PRINCIPAL REINFORCEMENT,TIES,STIRRUPS OR SPIRALS)-11/2- 'NERVASTRAL'TYPE SEAL PRUF HD OR AN APPROVED EQUAL.INSTALL AS PER MANUFACTURER'S INSTRUCTIONS. 9. PROVIDE DOUBLE RAFTERS AND HEADERS AROUND ALL ROOF SKYLIGHTS UNLESS OTHERWISE NOTED ON PLANS 12. LENGTH OR REINFORCEMENT SPLICES ARE TO CONFORM TO A.C.I.BUILDING CODE REQUIREMENTS,BUT IN NO 17 PROVIDE VERTICAL AND HORIZONTAL CONTROL AND EXPANSION JOINTS IN ALL EXTERIOR MASONRY WALLS, 10. PROVIDE(2)2X8 MINIMUM HEADER WHERE ROUGH OPENING DOES NOT EXCEED Y-O'. CASE ARE THE SPLICES TO BE LESS THAN 30 BAR DIAMETERS OR AS OTHERWISE APPROVED BY THE ARCHITECT MAXIMUM SPACING TO BE 20'-0'O.C.PROVIDE CONTROL AND EXPANSION JOINTS EVEN IF NOT SPECIFIED IN THE 11. PLYWOOD FOR SUBFLOOR SHEATHING SHALL BE 3/4'AND 5B'EXTERIOR ON WALLS AND ROOF SURFACES APA C-C -- 13. WELDED WIRE FABRIC IS TO CONFORM TO A.S.T.M.SPECIFICATION A-185. DRAWINGS. PLUGGED EXTERIOR OR APA UNDERLAYMENT EXTERIOR.INDEX STAMP SHALL BE VISIBLE ON ALL SHEETS. _ 75 CFM MECH.EXHAUST FAN-CONNECT TO SEPARATE 14. ALL SLABS ON GRADE ARE TO BE REINFORCED WITH WELDED WIRE FABRIC 3/4'DOWN FROM THE TOP OF SLAB, 18 CAULKING FOR CONTROL AND EXPANSION JOINTS TO BE G.E.SILICONE BASE SEALANT OR AN APPROVED EQUAL 12. PLYWOOD SHALL BE NAILED TO JOISTS WITH 8D COMMON NAILS AT 6'O.C.AT EXTERIOR EDGES AND 12'O.C.AT SWITCH DUCT TO EXTERIOR AND OVER ANY PIPES OR CONDUITS IN THE SLAB.SIZE AND TYPE TO BE AS INDICATED ON THE DRAWINGS,BUT IN INSTALL WITH APPROPRIATE FOAM BACKER ROD IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. INTERMEDIATE SUPPORT NO CASE IS THE W.W.F.TO BE LESS THAN 6X6-WIA/WIA W.W.F.FOR 4'SLABS AND 6X6-W2.9-W2.9 W.W.F.FOR 6' 19 ALL MASONRY WORK IS TO BE REINFORCED WITH GALVANIZED'DUR-O-WAL'JOINT REINFORCEMENT EVERY 2ND 13. USE PLY CLIPS OR OTHER EDGE SUPPORT FOR ALL PLYWOOD SHEATHING. THICK SLABS. BLOCK COURSE UNLESS OTHERWISE NOTED.'DUR-0-WAL'IS TO BE PLACED IN THE FIRST AND SECOND BED 14. PLACE FACE GRAIN IN DIRECTION OF SPAN(TRAVERSE TO JOIST SPAN). ELEVATION MARKER 15. FIBER MESH REINFORCEMENT INTEGRAL WITH THE CONCRETE MIX MAY BE SUBSTITUTED WITH W.W.F.IN 4'SLABS JOINTS ABOVE AND BELOW OPENINGS AND IN EVERY 2ND BED JOINT THROUGH OUT REMAINDER OF WALL. 15. LEAVE 1/16'SPACE AT ALL PLYWOOD PANEL AND JOINTS AND 1/8'SPACE AT ALL PANEL EDGE JOINTS. ON GRADE. REINFORCING IS TO OVERLAP 6'MINIMUM. 16. JOIST HANGERS,FRAMING ANCHORS AND RAFTER ANCHORS SHALL BE HOT DIPPED GALVANIZED,'ZMAX' 16. W.W.F.IS TO LAP ONE FULL MESH SQUARE AT ALL SIDES AND END LAPS AND BE WIRED TOGETHER. 20 FOR BRICK OR CMU VENEERS WITH STUD WALL BACKUP,USE CORRUGATED GALVANIZED BRICK TIES SCREWED GALVANIZED COATED OR STAINLESS STEEL FOR PRESSURE TREATED LUMBER AS MANUFACTURED BY"SIMPSON' 17. THICKNESS'AND REINFORCEMENT OF STRUCTURAL SLABS ON GRADE DUE TO SPECIAL LOADING REQUIREMENTS TO STUDS AT MAXIMUM SPACING OF 24'O.C.VERTICALLY AND 16'O.C.HORIZONTALLY.(1 TIE PER 3 S.F.OF OR APPROVED EQUAL,AND INSTALLED ACCORDING TO MANUFACTURER'S DIRECTIONS. ELEVATION SHALL BE NOTED ON THE DRAWINGS. VENEER FACE AREA MAXIMUM). 17. METAL CROSS BRIDGING SHALL BE GALVANIZED STEEL AS MANUFACTURED BY'TECO','SIMPSON*OR APPROVED 18. POUR SLABS ON GRADE IN ALTERNATING LANE(CHECKERBOARD)PATTERNS NOT TO EXCEED 800 S.F.IN AREA OR 21. PROVIDE'KOR-FIL'INSULATION IN ALL CMU WALLS EXPOSED TO THE EXTERIOR. EQUAL,AND INSTALLED ACCORDING TO MANUFACTURER'S DIRECTIONS. project title: X ELEVATION NUMBER MORE THAN 40 FEET IN LENGTH BETWEEN CONSTRUCTION OR EXPANSION JOISTS.PROVIDE DIAMOND SHAPED 22 THE CONTRACTOR IS TO PROTECT ALL MASONRY WALLS FROM COLD WEATHER INSTALLATIONS TO PREVENT 18. PROVIDE'X'BRIDGING OR SOLID BLOCKING EVERY 8'-0'.BOTTOM ENDS OF BRIDGING WALL SHALL NOT BE NAILED ISOLATION JOINTS AT ALL INTERIOR COLUMNS.EXPANSION JOINTS ARE TO BE MADE FROM PRE FORMED ASPHALT MORTAR FROM FREEZING. UNTIL AFTER ENTIRE STRUCTURE IS COMPLETE. ^,-X.X\, DRAWING NUMBER IMPREGNATED FIBERBOARD. 19. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO JOISTS. 19. PLACE A MINIMUM OF 4'CRUSHED STONE UNDER ALL SLABS ON GRADE. METALS: 20. WHERE SHEATHING IS NOT PLYWOOD,DIAGONAL BRACING SHALL BE LET IN AT EXTERIOR CORNERS OR BRACE 20. INSTALL 6 MIL.POLYETHYLENE VAPOR BARRIER UNDER ALL SLABS ON GRADE.LAP ENDS A MINIMUM OF 6'AND 1 STEEL CONSTRUCTION SHALL CONFORM TO AISC'MANUAL OF STEEL CONSTRUCTION',LATEST EDITION TAPE. 2 MATERIALS FOR STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING A.S T M SPECIFICATIONS CORNERS WITH 5/8'CDX PLYWOOD 4'-0'IN EACH DIRECTION. DETAIL MATERIALS COLUMNS,PIPE COLUMNS,BEAMS,GIRDERS,MISC.STEEL: ASTM A36 21. CORNER BOARDS,FASCIA BOARDS,DOOR AND WINDOW CASINGS,AND DECORATIVE WOOD ITEMS SHALL BE 21. PROVIDE EXPANSION JOINTS BETWEEN ALL SLABS AND VERTICAL SURFACES,BETWEEN SIDEWALK SLABS AND WOOD 5/4'OR 3/4'NO.1 PINE OF SIZE,STYLE AND DESIGN AS INDICATED ON THE DRAWINGS.BACK PRIME PAINTED CURBS,SIDEWALK SLABS AND EXTERIOR WALLS AND IN SIDEWALK SLAB SPACED MAXIMUM OF 10'-0-O.C. BEARING PLATES,BASE PLATES,AND CAP PLATES: ASTM36 XDETAIL NUMBER 22. PROVIDE 1/4'X 1'DEEP SAW CUTS(CUT INTO SLABS WITHIN 24 HOURS OF POUR)OR FORMED JOINT FILLED WITH STRUCTURAL TUBING COLUMNS: ASTM A500 Fy=46 ksi TRIM. 3 ALL BOLTED CONNECTIONS SHALL BE MADE USING HIGH STRENTH A325-F BOLTS,3/4'DIAMETER INSTALLED IN 22 EXTERIOR WOOD POSTS SHALL BE PRESSURE TREATED WOOD,SET ON APPROVED TYPE HEAVY DUTY ■V (A-X.XXEDRAWING NUMBER SEALER AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE ARCHITECT. ACCORDANCE WITH'SPECIFICATIONS FOR STRUCTURAL JOINTS'USING A325 OR A490 BOLTS.UNLESS OTHERWISE GALVANIZED METAL BASE,ANCHORED IN CONCRETE.BOXED FINISH TO MATCH WOOD TRIM �/� 23. THE FOUNDATION CONTRACTOR IS TO ASCERTAIN THE LOCATIONS OF ALL SLEEVES,INSERTS,ANCHOR BOLTS 23. WOOD PLATES AND SILLS IN CONTACT WITH CONCRETE FOUNDATION WALLS AND CONCRETE SLABS SHALL BE AND EMBEDMENTS REQUIRED BY ALL OTHER TRADES.SUCH EMBEDMENTS ARE TO BE CHECKED FOR DETAILED. PRESSURE TREATED WOOD. COMPLETENESS AND PROPER LOCATION PRIOR TO CONCRETE BEING PLACED. 4 STEEL CONCRETE REINFORCEMENT:BARS:NEW BILLET STEEL DEFORMED BARS,ASTM A 615,GRADE 60 SIZED AS rM DOOR NUMBER 24. NOTIFY THE BUILDING DEPARTMENT AT LEAST 24 HOURS PRIOR TO THE PLACEMENT OF CONCRETE FOOTINGS NOTED ON DRAWINGS.WELDED WIRE FABRIC(WWF):ASTM A185,SIZES AS NOTED ON DRAWINGS. 24. PRESSURE PRESERVATIVES TREATMENT FOR W000 SHALL BE APPROVED BY LOCAL AUTHORITIES HAVING O O 5 PROVIDE 1/2'DIAMETER X 1'-6'LONG MINIMUM THREADED ANCHOR BOLTS AT 6'-0'O.0 MAXIMUM,MINIMUM 2 PER JURISDICTION. FOR REQUIRED INSPECTIONS.25. CURING OF CONCRETE IS TO START AS SOON AS THE FINISHES WILL NOT BE MARRED THEREBY DELAYING THE PLATE TO ANCHOR EXTERIOR SILLS.ANCHOR BOLTS SHALL BE ON A36 OR A307 STEEL EMBODIMENT TO BE 8'FOR 25. PROVIDE(3)276'SPIKED AT BEARING POINTS OF ALL TRIPLE FRAMING MEMBERS UNLESS OTHERWISE NOTED §� CURING PROCESS WILL NOT BE PERMITTED. . POURED CONCRETE AND 15'FOR CMU. 26 ALL LUMBER FOR EXTERIOR DECKS AND LUMBER IN CONTACT WITH CONCRETE SURFACES SHALL BE PRESSURE 111W g V L.WX 26. ALL COLD WEATHER CONCRETE TO BE PERFORMED IN ACCORDANCE WITH ALL RECOMMENDATIONS OF THE A C 1 6 ALL STEEL SHALL BE SHOP PAINTED WITH GREY ZINC CHROMATE PRIMER 2.0 MILS.IN THICKNESS.EXCEPT WHERE TREATED L O WINDOW TYPE PROVIDE AND INSTALL TEMPORARY INSULATING BLANKETS AS REQUIRED TO PROTECT CONCRETE FROM FIELD WELDING IS TO BE DONE.ALL WELDS AND BARE SPOTS SHALL RECEIVE TOUCH UP PAINTING. FREEZING.CORROSIVE ADMIXTURES SUCH AS THOSE CONTAINING CALCIUM CHLORIDE MAY NOT BE USED 7 ALL COLUMNS UNLESS OTHERWISE NOTED,SHALL BE 4'DIAMETER STANDARD WEIGHT(MIN.)STEEL PIPE (1 27. PROVIDE NON-SHRINK GROUT UNDER ALL LEVELING PLATES AND BEARING PLATES. COLUMNS WITH BEARING PLATES AT TOP AND BOTTOM WELDED TO COLUMN.PRIME COAT OF PAINT TO BE W OSCOPE OF WORK TAG 28. APPLY TROWEL FINISH TO ALL MONOLITHIC SLAB SURFACES EXPOSED TO VIEW OR RECEIVING FLOORING. APPLIED AFTER WELDING.(1071075/8'BOTTOM PLATE,UNLESS OTHERWISE NOTED) O VARIATIONS IN FLOOR SLABS ARE NOT TO EXCEED 1/8'IN 10'-0'UNLESS SLAB PITCHES TOWARD FLOOR DRAIN 29. APPLY NONSLIP BROOM FINISHES TO ALL EXTERIOR WALKS,GARAGE FLOORS AND ELSEWHERE AS INDICATED ON FIRE/SMOKE DETECTION. W PXX PLUMBING TAG THE DRAWINGS. 1. SMOKE DETECTING ALARMS ARE TO BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE EACH SLEEPING AREA AND 7 30. INSTALL CONCRETE SLAB SEALER TO ALL INTERIOR SLABS EXPOSED TO VIEW NOT RECEIVING FINISHES TO L O Z PREVENT DUSTING U.O.N. EACH FLOOR PER SECTION R317 OF THE RESIDENTIAL CODE OF NEW YORK STATE,N.F P A.#72 AND ALL OTHER O APPLICABLE CODES AND REQUIREMENTS HAVING JURISDICTION. EXX EQUIPMENT TAG 2 CODES AND ORDINANCES ARE TO BE INSTALLED N THE IMMEDIATE V CIINITYCARBON MONOXIDE DETECTORS AS REQUIRED BY THE RESIDENTIAL CODEOOF BEDROOMS ON THE NEW YORK STATEAN LOCAL ,L■ FLOOR OF THE DWELLING UNIT CONTAINING BEDROOMS.AT LEAST ONE(1)CARBON MONOXIDE DETECTOR SHALL O BE PROVIDED IN EACH DWELLING UNIT.CO ALARMS ARE TO COMPLY WITH UL 2034-2002(SINGLE AND MULTIPLE 0 FINISH TAG STATION CARBON MONOXIDE ALARMS,SECOND EDITION. ABBREVIATIONS: A/C AIR CONDITIONING CLR. CLEAR EQUIP. EQUIPMENT GEN GENERAL MTD MOUNTED QUAN QUANTITY S SMOKE DETECTOR O M ACOUS. ACOUSTICAL CLR.OPG. CLEAR OPENING EXH. EXHAUST GL GLASS OR GLAZED MUL MULLION R/A RETURN AIR STOR STORAGE ACOUS.T ACOUSTICAL TILE COL. COLUMN EXIST. EXISTING GYP GYPSUM M.TH METAL THRESHOLD RAD RADIUS TECH TECHNICAL ADJ. ADJUSTABLE CONC. CONCRETE EXPAN. EXPANSION EXPOS GWB GYPSUM WALL BOARD MIC MICROWAVE RECEP RECEPTACLE TEL TELEPHONE O ALUM. ALUMINUM CONN. CONNECT EXT. EXTERIOR HGT HEIGHT (N) NORTH REFF REFERENCE TEMPO TEMPERED L ALT. ALTERNATE CONST. CONSTRUCTION ELECT. ELECTRICAL H M HOLLOW METAL N NEW REF REFRIGERATOR TEMP GL TEMPERED GLASS ANOD. ANODIZED CONT. CONTINUOUS F.ALM. FIRE ALARM HORIZ HORIZONTAL NEG. NEGATIVE REFL REFLECTED THK THICKNESS) APPVD. APPROVED COR. CORNER FABR. FABRICATE HVAC HEATING,VENTILATION NIC NOT IN CONTRACT REINF REINFORCED TYP TYPICAL APPROX. APPROXIMATE CORR. CORRIDOR F.E. FIRE EXTINGUISHER &AIR CONDITIONING NO(OR#f) NUMBER RESIL RESILIENT T M E TO MATCH EXISTING ARCH. ARCHITECT or C.T. COUNTERTOP F.E.0 FIRE EXTINGUISHER H W HOT WATER N T S NOT TO SCALE REQ. REQUIRED U L UNDERWRITERS ARCHITECTURAL CTR. CENTER CABINET ID INSIDE DIAMETER 0 A OVERALL R.H. RIGHT HAND LABORATORY - AUTO. AUTOMATIC C.W. COLD WATER FIN.FL. FINISH FLOOR INCL INCLUDE(D)(ING) 0 C ON CENTER RM. ROOM UTIL UTILITY AVG. AVERAGE D.A. DOUBLE ACTING F.H.0 FIRE HOSE CABINET INFO INFORMATION OD OUTSIDE DIAMETER RND. ROUND LION UNLESS OTHERWISE NOTED GENERAL NOTES & AND DEPT. DEPARTMENT FIN. FINISHED) INT INTERIOR OFF OFFICE R 0 ROUGH OPENING VERT VERTICAL A.F.F. ABOVE FINISH FLOOR DET. DETAIL FLR. FLOOR JAN JANITOR OH OPPOSITE HAND OPNG REV REVISION VEST VESTIBULE ABV. ABOVE D.F. DRINKING FOUNTAIN FLUOR. FLUORESCENT JT JOINT OPP OPPOSITE (S) SOUTH VIF VERIFY IN FIELD BD. BOARD DIA. DIAMETER F.O.0 FACE OF CONCRETE LAM LAMINATE ORIG ORIGINAL SCHED SCHEDULE VOL VOLUME seal:Architect Thomas E.Haynes original 02.14.2022 BLDG. BUILDING DIM. DIMENSION F.O.F FACE OF FINISH LB(OR#) POUND PART BD PARTICLE BOARD SECT. SECTION (W) WEST filing date: BLKG. BLOCKING DIV. DIVISION F.O.G FACE OF GYP BD L H LEFT HAND P LAM PLASTIC LAMINATE SIM. SIMILAR W/ WITH /Ep A� BRKT. BRACKET DN. DOWN F.O.S FACE OF STUD LAV LAVATORY PLAS PLASTER SO SQUARE W C WATER CLOSET "A,_ qC,y� drawn by: E. BRONZE �p5 H4 _ BRZ. BRON DR. DOOR F.O.W FACE OF WALL MAINT MAINTENANCE PLYWD PLYWOOD SQ.FT OR SF. SQUARE FEET W.I C WATER IN CLOSET �C�o� checked by: 0 BSMT. BASEMENT DWG. DRAWING FR. FRAME MAX MAXIMUM PNL PANEL STL. STEEL WD WOOD 0�`"-sdrawing no.: CAB. CABINET DRW. DRAWER F.S. FULL SIZE MECH MECHANICAL PR PAIR S.S. STAINLESS STEEL WIND WINDOW C.C. CENTER TO CENTER (E.) EAST FT. FOOT OR FEET MC MAIL CHUTE PREFAB PREFABRICATED STD STANDARD W.H WATER HEATER >< CER. CERAMIC ELEC. ELECTRIC F.A.R FLOOR AREA RATIO MTL METAL PROJ PROJECT STRUCT STRUCTURAL W/o WITHOUT 376+ yOQ CLKG. CALKING ELEV. ELEVATION F-F FACE TO FACE FURRI MEZZ MEZZANINE PTN PARTITION SUSP. SUSPENDED W.S WEATHERSTRIPPING F_NE`� C.L. CENTER LINE ELEVR. ELEVATOR FURRING MGR MANAGER PTD PAINTED SYMM SYMMETRICAL WV WOOD VENEER CLG. CEILING ENGR. ENGINEER FIXT. FIXTURE MIN MINIMUM PWG PAINTED WOOD&GLASS SYS SYSTEM YD YARD CLOS. CLOSET EQ. EQUAL GA. GAUGE MISC MISCELLANEOUS QUAL QUALITY SPL SPLASH JOB NUMBER: _- 21.- A.02 - I I I ' I I HAYNES ARCHITECTURE P.C. 570 yonkers ave.yonkers, ny 10704 p:914.963.3838 f: 914.963.3861 N50o20i20E n 150.0 i e: info®haynesd n m esiggroup.co� — J These documents and all the ideas,arrangement,design, PROPOSED RETAINING WALLS W/ signs.and plans indicated thereon or presented thereby are owned by and remain the property of Thomas E.Haynes. COMPOSITE RAILING AND R.A.and no part thereof shall be utilized by any person,firm T or corporation for any purpose whatsoever except with the INSTALL SILT FENCE WOODITREX STAIR specific written permission of Thomas E.Haynes.R.A.Ali rights resAROUND ENTIRE air EXISTING STAIR AND CONSTRUCTION X X RETAINING WALLS TO revisions: AREA-SEE DETAIL ` BE REMOVED i 391-67 Y: EXISTING !' �` O PREFABRICATED N ' SUNROOM TO BE 'z-_i_.�::.. m � f. ' __�\ REMOVED ---tt►; i' GRAVEL TO BE INSTALLED IN AREA OF EXISTING CONCRETE I i SLAB-NO INCREASE TO { 39'-6" IMPERVIOUS AREA Ll EX.SPLIT LEVEL 0 FRAME I m DWELLING EXISTING DECK EXISTING N0.23 POOL project title: I } i OLU - � of M L p V ■■ N O I s EX. a COVERED O O w I PORCH W Lr U d- A.C. � I L 0 Cl� ml s z — I Q ,■■� 4� L O z x •_ -� EX. DRIVEWAY I 0 0 X m W Q 0 o f n � ■� �••� 550 20 20 W 1 5�0.0f Q� � oC O M O N L a PLOT PLAN SCALE: 1' = 10'-0" PLOT PLAN/SITE WORK seal:Architect Thomas E.Haynes original 02.14.2022 filing date: �ck ED AqC drawn by: E.Hq�/y,j� checked by: v u+ drawing no.: r 3:5� yOQ` JOB NUMBER: 21-- SP-01- HAYNES ARCHITECTURE P.C. 570 yonkers ave.Yonkers, ny 10704 p:914.963.3838 f: 914.963.3861 e: info®hoynesdesigngroup.com These documents and all the ideas.arrangement,design, signs.and plans indcated thereon or presented thereby are owned by and remain the property of Thomas E.Haynes. R.A.and no part thereof shall be utilized by any person,firm, or corporation for any purpose whatsoever except with the specific written permission of Thomas E.Haynes,R.A.All rights reserved revisions: X X - - - - - _ - - - - X X X- ' X X_EX X I project title: ON. I I ...f........................i . l ; __ _ _ EXISTING TO BE s............................................................................... f I ILM EXISTING RETAINING WALL TO i >-- BE REMOVED ' ._.. --............---EXISTING PREFABRICATED t.t; SUNROOM(AS F0.ED UNDER �; I I i i CONTRACTOR TO SHORE UP I a W FRAMING OF EXISTING DECK ON EXIST. I z APPLICATION REMOVED TO REST990),TO !!;I GRADE ABOVE-REMOVE BE REMOVED TO RESTORE i I; REAR OF DWELLING BACK TO ) !I'I +i i SECTION OF EXISTING R.R TIE WD.DECK I I L O j I I ; RETAINING WALL AND TIE EXISTING ! i ! BACKS-NEW WALL TOBE FOUNDATION I ,O t;1 f INSTALLEDA PER PLAN, ELEVATIONS CHOP OUT EXISTING SLAB OF � � ':f � ELEVATIOTIONSAND DETAILS SUNROOM ) j j ! O 4�LOCATION OF EXISTING YARD I 1 ± O DRAIN TO REMAIN1 ;Ij W EXISTING FIXED WINDOWS AND ENTRY DOOR TO BE REMOVED AINGGLCSS WITH NEW SLIDING GLASS DOORS-SEE W ct REMOVE EXISTING FINISHED ---� U) WOOD TO PANELS O BUILDING O FACADE EXPOSESE EXISTING BRICK VENEER WATERTABLE EXIST. AND CEDAR SHAKE LA- EXIST. UNEXCAVATED O PATCH AND REPAIR/REPREPLACE CEDAR SHAKE SIDING AS PLAYROOM L NECESSARY ISTINGCTOMONS EXIST.CELLAR EXISTING CONDITIONS•TYP. a DEMOLITION PLAN EXISTING PARTIAL LOWER FIRST FLOOR/FOUNDATION DEMOLITION PLAN seal:Architect Thomas E.Haynes filing d 02.14.2022 filing date: �EO pq drawn by: SCALE: 1/4"= 1'-O" '`�a�E.hg checked by: c: o� y�ij. u+ drawing no.: 376+ ,�OQ F N E`N JOB NUMBER: 2 __ A1.01 HAYNES ARCHITECTURE P.C. X X X X X X 570 yonkers ave.yonkers, ny 10704 ON. p:914.963.3838 f: 914.963.3861 REMOVE EXISTING WOOD e: info @ hoynesdesigngroup.com TREADS AND REPLACE WITH NEW TREX TREADS-SEE FLOOR PLAN These documents and all the ideas,arrangement,design, signs,and plans indicated thereon or presented thereby are EX owned by and remain the property of Thomas E.Haynes. —-� R.A.and no part thereof shall be utilized by any person,firm, ON —( or corporation for any purpose whatsoever except with the t I t specific written permission of Thomas E.Haynes.R.A.AD rights........... reserved EXISTING STAIRS TO BE I I ' revisions: REMOVED ........................j i REMOVE EXISTING WOOD I TREADS AND REPLACE WITH NEW TREX TREADS-SEE EXISTING RETAINING WALL TO I FLOOR RAN BE REMOVED i :+�-����::�-��-��-������---��---- -� ��_-��---•, EXIST. EXISTING PREFABRICATED I I f t' SUNROOM(AS FILED UNDER I I WD.DECK APPLICATION N771 IN 1990).TO I :j: j i REMOVE EXISTING WOOD RAILING ON TOP OF WOOD BE REMOVED TO RESTORE 'I; REAR OF DWELLING BACK TO DECK AND RETAINING WALL EX EXISTING BELOW ON. :I: I I;I • REMOVE EXISTING WOOD / I DECKING PLANKS-NEW TREX TO BE INSTALLED-SEE FLOOR PLAN ————————--———— I ——— If EXISTING FIXED WINDOWS AND ENTRY DOOR TO BE REMOVED AND REPLACED WITH NEW 1 SLIDING GLASS DOORS-SEE RAN >`.i project title: EXIST.WINDS. EXIST.WINDS. EXIST. PLAYROOM W WORN ? i'o EXIST. EXIST. LIVING ROOM GARAGE O O NO WORM �� 0 'NO WORM L L O C; m EXCL., O L. O Z 0 ,+T eI / OVEN >tv �ll EXCL. L■ EX UP U• �>' O 0 ;04 O EXIST. EXIST. a•+ EX DN KITCHEN PORCH X NO WORK' W n' I � W Z \\Fir,_ EX.CL. REF © x I \• w I EXIST.WIND. EXIST.WIND. O I I I O I L I � a I I i I � I I I DEMOLITION PLAN I ----- ----------- seal:Architect Thomas E.Haynes original 02.14.2022 filing date: /RED Aqc drawn by: 5o�,p5 E.yq yyj�t� checked by: drawing no.: f, 376� UPPER/LOWER FIRST FLOOR DEMOLITION PLAN FNE`N SCALE: 1/4"=1 t-01t JOB NUMBER: 21__ A1.02- HAYNES ARCHITECTURE P.C. 570 yonkers ave.yonkers, ny 10704 p:914.963.3838 f: 914.963.3861 e: info @ haynesclesigngroup.corn These documents and all the ideas,arrangement•design. signs,and plans indicated thereon or presented thereby are owned by and remain the properly of Thomas E.Haynes. R.A.and no part thereof shall be utilized by any person,firm• or corporation for any purpose whatsoever except with the specific written permission of Thomas E.Haynes.R.A.All rights reserved revisions: X X - - - - - - - - - - _r X— X X X X X X 36'MIN.13.500 PSI)CONCRETE PAD-SECURE STAIR STRINGERS TO CONCRETE PAD WITH GALV.SIMPSON STRONG TIE CONNECTORS 7-7------------ - _ g UP-8R I 2X9 LEDGER EXPANSION !' ..... ! T.10' I L I ;: I .... I ( a,-O. BOLTED TO NEW RETAINING I WALL W/l'DIA BOLTS- 1 :MIN: I STAGGERED @ 12'O.0 I — L.............. ..... . ---....- ..........._._ L 2X10 P.T.IND.STRINGERS - } i _ !I @9'O.C. I •; 1! I I•I PROPOSED 36'HIGH COMPOSITE I 20p-3 1/2• I h I RAILING W1 BALUSTERS SPACED LESS THAN 4'CLEAR-PEBBLE f•T GRAY RAIL CAP,WHITE POSTS AND .• I PROPOSED GRAVEL PATIO AREA I CROSS MS ANDBLACK I I {. BALUSTERS-TYP-SEE PHOTO ao I:l I ---:::-.::-:.-::-- I i t ` EXIST. WD.DECK FOUNDATION I I project title: I IB EXPOSE EXISTING BRICK I I !! I! !;• ____!_� 1 1 I INSTALL GRAVEL IN AREA OF VENEER WATERTABLE AND I I,;. ';1 �' I EXISTING SUNROOM-NO NET I� CEDAR SHAKE SIDING•PATCH I I INCREASE TO IMPERVIOUS AND REPAIRIREPLACE CEDAR I ' ° I T I AREA PROPOSED SHAKE SIDING AS NECESSARY- TO MATCH EXISTING I I !I I ��� CONDITIONS-TYP I I I :i 1 4­1———\ 1 I Il Fm­ LOCATION OF EXISTING YARD DRAIN TO REMAIN O Q .i♦ M 0 EXIST. EXIST. UNEXCAVATED PLAYROOM Q 0 EXIST.CELLAR NO WORN' - i Q Z O L 0 0 X PROPOSED PARTIAL LOWER FIRST FLOOR/FOUNDATION PLAN W4) SCALE: 1/411= 11_011 Q, OCL M O N WALL DESCRIPTIONS L a A EXTERIOR SIDING TO MATCH EXISTING OVER 30#FELT-5/8'CDX.PLYWD.SHEATHING-R-21 CLOSED CELL INSULATION-276" WD STUDS @ 16'O.0 W/(1)LAY 12'PAINTED GYP BOARD FINISH ON INTERIOR SIDE-INSTALL BASEBOARD MOLDING/TRIM �• TO MATCH EXSITING B THINSTONE VENEER TO MATCH EXISTING RETAINING WALL OVER 10'THK.CONCRETE BLOCK WALL W/#4 BARS VERT @ 16'O.C.-FILL BLOCK IN SOLID-TYP. FLOOR PLAN r ON 22"WIDE X 12'THICK CONCRETE FOOTING.X-6'MIN.BELOW GRADE WITH 2#5 BARS CONT-TYPICAL ALL RETAINING WALLS -SEE DETAIL ! GENERAL NOTES: DESIGN LOAD. seal:Architect Thomas E.Haynes original 02.14.2022 1. ALL LUMBER IS BE DOUGLAS FIR#2 OR BETTER NOTE ROOF DESIGN LOAD IS 40#LIVE LOAD filing date: 2. ATTACH ATTIC JOISTS TO RAFTERS RUNNING PERPENDICULAR WITH 174732'LONG MIN ATTIC DESIGN LOAD IS 30#LIVE LOAD ��QED AAc drawn by: CROSSTIES @ 16'O.C.PER R 802.3.1 1 ST FLOOR DESIGN LOAD IS 40#LIVE LOAD/10#DEAD LOAD 3. ALL FASTENING OF STRUCTURAL MEMBERS SHALL BE AS PER TABLE R 602.3(1 WOOD DECK DESIGN LOAD IS 40#LIVE LOAD/10#DEAD LOAD ���o`��E hq zy��� checked by: �� 4. ALL FLUSH WOOD CONNECTIONS TO RECEIVE TECO CONNECTOR/JOIST HANGER-TYP EACH fawing no.: JOIST AND/OR RAFTER �! 5 ALL PLATES ON FLOOR SLABS TO BE PRESSURE TREATED WOOD ac 6 ALL WOOD TO CONCRETE CONDITIONS TO BE PRESSURE TREATED WOOD 376% yOQ 7. ALL EXTERIOR USE WOOD TO BE PRESSURE TREATED WOOD F NE`tI JOB NUMBER: 21-. A1.03 HAYNES ARCHITECTURE P.C. X X X X X 570 yonkers ave.Yonkers, ny 10704 X —X XK. X ON p:914.963.3838 f: 914.963.3861 INSTALL NEW TREK TREADS e: info®haynesdesigngroup.com PROPOSED 36'HIGH COMPOSITE PEBBLE GRAY COLOR These documents and all the Ideas,arrangement.design. P.TOW. LESS THAANN 4'CLEAR ON TOP O OF RAILING SPAC signs•and plans indicated thereon or presented thereby are F L: NEW RETAINING WALL-PEBBLE owned by and remain the property of Thomas E.Haynes. 105.4 - ► GRAY RAIL CAP,WHITE POSTS AND R.A.and no art thereof shop be utilized b an CROSS RAILS AND BLACK { ,p BOW BALUSTERS-TYP-SEE PHOTO P Y Y Person,the EL: ..,•••.,' ..i � B •• ON 8R or corporation for any purpose whatsoever except with the specific written permission of Thomas E.Haynes,R.A.AO rights I• reserved I - ' ! N PROPOSED 38'HIGH revisions: T=10' ..�; COMPOSITE RAILING W1 BALUSTERS SPACED LESS _ __ THAN C CLEAR ON TOP OF NEW f 13.-31/2'- — -- -----I--- -—---; ---- I WOOD/rREXSTAIR ..............�I. -1 E -T�:.............. I ! I •! / 217'3117 Q•P.TOW EL. f P BOW.# 10 1054 INSTALL NEW TREK TREADS ! Co PROPOSED GRAVEL EL 1000 I PEBBLE GRAY COLOR ! -%T40-AFkM8R- I PROPOSED 36'HIGH COMPOSITE EXIST. fi.i r.._..._�.._9.�...r _,,.- r_....__.-.--•' I RAILING WI BALUSTERS SPACED LESS THAN 4'CLEAR ON TOP OF WD.DECK I NEW RETAINING WALL-PEBBLE i B t? 1 GRAY RAIL CAP,WHITE POSTS AND "•' CROSS RAILS AND BLACK EX I I { BALUSTERS-TYP.SEE PHOTO ON ;Ii I i r 10�t0' 10'-41/2' :t: B INSTALL NEW TREK DECKING Y-IY WIDE 6•8'HIGH ;j i I t PLANKS-PEBBLE GRAY COLOR ANDERSEN 400 SERIES GLIDING ;t PATIO)OORS i! ! PEBBLE FRAY ^ P.TOW � fT; t ;�; t PTOW � COLOR>\.-.IL...-�P EL ———— ; ————W I ————— —— —— II EL 5�"!il�. GOi i1=051 TE R:.LINO!N/B:".LUSTERS 105.4 PROW EL.100.0 !I 9 , PBOyV:L:100.0:� I j 1054 SP,GED LESS THANr'CLEAR-TYP. 5LAGI:Co`IP051TE E3ALU5TER5 A �� A 1 GO`IPOSI T E r`HrrE POST AND C,RO55 RAILS BEYOND project title: v'r • 1 EXIST.WINDS. EXIST.WINDS. n, 1 + THINSTONE VENEER TO NIATGH E::15TIIJG RETAINING no 4W if• HALL OVER 10"TH:.GN'U RETAINING WALL W/u4 EXIST. Q BARS.VERT lo"O.G.-FILL BLOCK IN SOLID PLAYROOM -PROVIDE!NEED HOLES v 48"O.G.HORIZONTAL M 0 ••,I 0 BE FOO N .4 BARS VERT ECURED O POURED 32"0..,,'. TE NO WORK' I�• -CONTRACTOR TO DO!'IEL AND EPDXY NEW GONGRETE FOOTK55 INTO EX15TIN6 GONGRETE EXIST. EXIST. n FOO T ING5 AT HOU5E!`IITF!::1 REBAR(VERT.)o 52" LIVING ROOM O.C.-RETAINING'HALL TO BE RE-BUILT TO HATCH O O GARAGE I E`C15TIN6 AND HEIGHT OF PRIOR EX15TI1Iv WALL-NO 'NO WORK' NO WORK II RE-:RA,DIN6 TO BE PERFORir1ED m 1W u ~V L 22"HIDE X 12"THK.5,500 P51 POURED CONGRETE � o z • Imo_ FOOTINJ i'!/(?)::=-'BARS C.ONT.BOT'roM-B'OTTOi 1 o o Or-.FO0TIN!7 TO BE 3'-0'BELOW FINISHED 6RA.DE 'IINI�1U1 i 4 O EXCL. 3: I Ile I Q a� L o z I may.EXCL. OVEN ® L --� EX UP RETAINING WALL DETAIL A-A' 4V o EXIST. EXIST. KITCHEN --`� I EX.ON. PORCH W NO WORK' 3 y/ EXCL. Iz�F V �■■�ly s, W oC EXIST.WIND. EXIST.WIND. O I I ' N O L ' a I I I I I I I I I I I I FLOOR PLAN I I • I I L-———————————————————————————I seal:Architect Thomas E.Haynes original 02.14.2022 filing date: �"-AED ARC drawn by: E.hq`'y/ checked by: o yFN�;;.4 Cawing no.: r. PROPOSED yOQ ROPOSED UPPER/LOWER FIRST FLOOR PLAN FNE`I� SCALE: 1/4"—1'-0" 21.. A1.04 HAYNES ARCHITECTURE P.C. 570 yonkers ove.yonkers, ny 10704 - - EXISTING ROOF p:914.963.3838 f: 914.963.3861 e: info®haynesdesigngroup.com fr These documents and all the Ideas.arrangement.design. signs,and plans indicated thereon or presented thereby are r owned by and remain the property iS p perty of Thomas E.Haynes. 7 Q + R.A.and no part thereof shall be utilized by any person,firm. or corporation for any purpose whatsoever except with the specific written permission of Thomas E.Haynes,R.A.All rights x reserved revisions: r EXISTING CEDAR SHAKE SIDING -- EXIST.2NDFLOOR PARTIAL EXISTING REAR PHOTO i AQ EXIST.LOWER 1ST FLOOR r EXISTING WOOD DECK ON GRAD EXISTING W000 RARING ON EXISTING WOOD DECK z EXIST.LOWER 1ST FLOOR EXISTING PREFAB GLASS �A Nt ALUMINUM SUNROOM i project title: , EXISTING REAR ELEVATION SCALE: 1/4"=1 f-011 , 4W M fA O 4 M - = o "-- EXISTING ROOF PARTIAL EXISTING LEFT SIDE a o o o z EXISTING CEDAR SHAKE ■ SIDING LM O I i. IST It If .� / ,1 O h PATCH AND REPAIR ALL SIDING AT REMOVED t! W SUNROOM TO MATCH LL=U 'r L� 4� EXISTING-ALL NEW AND LU + s i f _-_ EXISTING SIDING TO BE _„� ••'' PAINTED TO MATCH EXSITING COLOR EXIST EXIST EXIST EXIST. EXIST. EXIST EXIST �� / EXIST 2ND FLOOR ♦ •' j"�•• �.w r� PROPOSED COMPOSITE i ,4. `�• r• 4' .f �'e M RAILING WN BALUSTERS SPACED LESS THAN 4' If EXIST.LOWER fST FLOOR CLEAR-GRAY TOP RAIL / CAP AND WHITE / BALUSTERS-TYP ON ALL Y�Y,_ .�,�...•.�- O NEW RAILINGS _ L EXISTING WOOD DECK ON GRADE ; FIXED FIXED -..• � �+PROPOSED COMPOSITE RAILING W/BALUSTERS SPACED LESS THAN 4'CLEAR-GRAY TOP RAIL CAP AND WHITE BALUSTERS-TYP ON ALL NEW RAILINGS EXISTING BRICK VENEER TO REMAIN i / I Exlsr.LOWER IST FLOOR PROPOSED WALL MOUNTED EXTERIOR LIGHTS•TYP i EACH SIDE OF NEW DOORS ELEVATIONS/PHOTOS PROPOSED SLIDING GLASS DOORS-PROVIDE AZEK s t� TRIM AROUND DOOR AS SHOWN seal:Architect Thomas E.Haynes originalU2.14.ZUL2 filing da0e: PROPOSED REAR ELEVATION drawn by: E.yApy�� checked by: SCALE: 1/4f'=11-011 z \, ;f `��~���. ,`����, g D.: drawing n r I PARTIAL EXISTING REAR PHOTO 376% yoQ� F N_ JOB NUMBER: 21-- A1.05