Documents › Zoning Board of Appeals, 2026-04-21

map survey 6 pages

Also attached to this agenda item: 39 Palmer Ave ZBA Application Redacted

LENGTH SPAN CLEAR specified nails in Equal number of end distance Provide minimum 1" each end END LENGTH EACH SIDE OF STUD (3)10dx1 1/2" NAILS W DIAMETER BOLT + 1" L SIMPSON STRONG-TIE STRAP TIES (CS16) INSTALLED @ 32"O.C. SIMPSON STRONG-TIE ADJUSTABLE & STANDOFF POST BASE (ABA44) AT EA. POST ANCHORED TO CONCRETE SIMPSON STRONG-TIE STUD PLATE TIES (LIGHT GAUGE STEEL) (SP4 / SSP) SSP FOR SINGLE STUD (2) SSP FOR DOUBLE STUD INSTALLED @ 32"O.C. SIMPSON STRONG-TIE BEARING PLATE (BP) BASE PLATE @ EA. ANCHOR BOLT TO FOUNDATION (3)10dx1 1/2" NAILS SP4 SSP Simpson Strong-Tie FTA SIMPSON STRONG-TIE FLOOR TIE ANCHORS (FTA / LFTA) INSTALLED @ 32"O.C. SIMPSON Strong-Tie SIMPSON Strong-Tie @ sheathing LTP4 on plywood G May not be installed over sheathing A35F J H SIMPSON STRONG-TIE STRAP TIES (MSTI) INSTALLED @ 32"O.C. SIMPSON STRONG-TIE FRAMING ANGLES & PLATES (LTP4 / A35F) INSTALLED @ 32"O.C. SIMPSON STRONG-TIE TWIST STRAP (MTS) INSTALLED @ 32"O.C. SIMPSON STRONG-TIE COILED STRAP (LIGHT GAUGE STEEL) ADJUSTABLE LIGHT SLOPEABLE / SKEWABLE U HANGER (CS20 / LSSU28) INSTALLED @ 32"O.C. CS20 FOR RIDGE COMBINATION CS20 / LSSU28 FOR STRUCTURAL LSSU28 LSSU28 SIMPSON STRONG-TIE ADJUSTABLE LIGHT SLOPEABLE / SKEWABLE U HANGER (LSSU28) INSTALLED @ 32"O.C. AREAS OF WORK 8'-7" 6'-0" 7'-4" 12'-5" 13'-9" 11'-4" 8'-7" 9'-10" N 39 PALMER AVENUE CROTON ON HUDSON, NY 10520 DRAWING LIST A-1 COVER SHEET A-4 A-5 ELEVATIONS & DETAILS PROPOSED RENOVATION TO THE: CROCKER RESIDENCE 39 PALMER AVENE CROTON ON HUDSON NY 10520 C LR PROJECT NAME IT IS A VIOLATION FOR ANY PERSON, UNLESS HE OR SHE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ISSUE DATE REVISION ISSUED FOR BID & FILING 11/15/2025 A R C H I T E C T 3 WINDSOR ROAD CROTON-ON-HUDSON, NEW YORK TEL (914) 330-1802 LEWISROANEDESIGN@GMAIL.COM L E W I S C R O A N E DRAWING TITLE DRAWING NUMBER DATE REVISED PER TOWN COMMENT 3/22/2026 COVER SHEET A-1 SECTIONS DETAIL POWER & LIGHTING PLAN SITE PLAN SCALE 1"=10'-0" A-2 GENERAL NOTES & DETAILS CONNECTION DETAILS A-3 CONSTRUCTION PLANS 9/ 01/ 2025 R310.1.1 OPERATIONAL CONSTRAINTS EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. R905.2.5 FASTENERS FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MIN. 12 GAGE SHANK W/ A MIN. 3/8" HEAD ASTMF 1667, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIAL AND A MIN. OF 3/4" INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 3/4" THICK, THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING. FASTENERS SHALL COMPLY W/ ASTM F 1667. R905.2.7 ICE SHIELD ALL ROOF EAVES SHALL BE PROVIDED WITH ICE SHIELD MEMBRANE FROM EDGE TO 24" PAST INSIDE WALL SMOKE DETECTORS: SMOKE DETECTORS SHALL BE INSTALLED AS PER THE RESIDENTIAL NEW YORK STATE BUILDING CODE SUPPLEMENT SECTION AJ504 R905.1.1 UNDERLAYMENT APPLICATION FOR ROOF SLOPES FROM TWO VERTICAL UNITS IN 12 UNITS HORIZ. UP TO FOUR UNITS VERT. IN 12 UNITS HORIZ. UNITS SHALL BE TWO LAYERS. R905.2.6 ATTACHMENT ASPHALT ROOF SHINGLES SHALL HAVE A MIN. OF SIX FASTENERS PER SHINGLE WHERE THE ROOF IS IN ONE OF THE FOLLOWING CATEGORIES - THE BASIC WIND SPEED PER R301.2(4) IS 110 MPH OR GREATER AND THE EAVE IS 20' OR HIGHER ABOVE GRADE . R310.2.1 MINIMUM OPENING WIDTH THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 20 INCHES. R310.2.2 MINIMUM OPENING HEIGHT THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES. R310.2.1 MINIMUM OPENING AREA AL EMERGENCY ESCAPE AND RESCUE OPENINGS SHAL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQ. FT. EXCEPTION GRADE FLOOR OPENINGS SHAL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQ. FT. EGRESS WINDOWS: TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS TABLE R303.1 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PROPOSED PROJECT SHALL COMPLY WITH THE FOLLOWING: TABLE R602.3(1) FASTENERS SCHEDULE FOR STRUCTURAL MEMBERS GUARDRAILS AND HANDRAILS STAIRS SLEEPING ROOMS ROOMS OTHER THAN SLEEPING ATTICS WITH STORAGE ATTICS WITHOUT STORAGE PASSENGER VEHICLE GARAGES DECKS EXTERIOR BALCONIES LIVE LOADS USE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (IN LBS. PER SQ. FT.) DESIGN CRITERIA SECTION R302 TABLE 302.1 ALL CONSTRUCTION WITH-IN 5'-0" OF PROPERTY LINE TO BE 1HR RATED. BEYOND 5'-0" NO RATING IS REQUIRED YES SLIGHT TO MODERATE MODERATE TO HEAVY 3'-6" SEVERE C 30LB/FT FLOOD HAZARDS ICE SHEILD UNDERLAYMENT REQUIRED WINTER DESIGN TEMP. DECAY TERMITE FROST LINE DEPTH WEATHERING SUBJECT TO DAMAGE FROM SEISMIC DESIGN CATEGORY GROUND SNOW LOAD TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WIND SPEED (MPH) FIRM MAP DEC 199 HEATING DEGRE DAYS SECTION 303.1 LIGHT & VENT SECTION R310 EMERGENCY ESCAPE SECTION R1609.1.1 WIND-BORNE DEBRIS SECTION 905.1.2 ICE SHIELD SECTION R406 WATERPROOFING & DAMPPROOFING SECTION R406.3.2 VAPOR BARRIER SECTION R403.1.6 ANCHOR BOLTS SECTION R403.3.4 TERMITE SHIELD ALL FRAMING SHALL COMPLY WITH NYS R802 THE SPACE IS TO BE EQUIPPED WITH A HARDWIRED BATTERY BACKED UP SMOKE DETECTOR. ALL ELECTRICAL WORK IS TO BE PERFORMED BY A LICENSED ELECTRICIAN THE SPACE IS TO BE EQUIPPED WITH A HARDWIRED BATTERY BACKED UP CO2 DETECTOR. NOTES: LIGHTING FIXTURES NOTED ARE TO BE SUPPLIED BY OWNER & INSTALLED BY G.C. HVAC CONTRACTOR TO PROVIDE COMPLETE MANUAL J CALCULATIONS AND EQUIPMENT SCHEDULES SHOWING COMPLIANCE TO BUILDING DEPARTMENT FOR APPROVAL PRIOR TO ORDERING ANY EQUIPMENT IT IS A VIOLATION FOR ANY PERSON, UNLES HE OR SHE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESIONAL ENGINER OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINER OR LAND SURVEYOR SHAL AFIX TO THE ITEM HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLOWED BY HIS OR HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION BASED UPON NFIP FIRM MAP THE PROJECT IS IN THE 'X' FLOOD ZONE THIS PROJECT WAS DESIGNED USING THE CURRENT NYS BUILDING CODE (2025 NYS RESIDENTIAL BUILDING CODE) PROPOSED PROJECT SHALL COMPLY WITH THE FOLLOWING ADDITIONAL SECTIONS OF 2025 NYS RESIDENTIAL BUILDING CODE SURVEY AS PROVIDED BY HOME OWNER ALL WORK SHALL CONFORM TO THESE DRAWINGS, THE NEW YORK STATE BUILDING CODE AND ANY OTHER APPLICABLE CODES OR ORDINANCE THAT MAY APPLY TO THIS PROJECT ALL DECK FRAMING LUMBER TO BE PRESSURE TREATED SOUTHERN YELLOW PINE (#2 OR BETTER) ALL CONCRETE FOOTINGS SHALL CONFORM TO ACI 318.77, AND DEVELOP A STRENGTH OF 3,000PSI BEARING IN 28 DAYS THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS, EXISTING & PROPOSED, ANY DISCREPANCY SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT. THIS DECK HAS BEEN DESIGNED FOR LIVE LOAD 40 LBS/SQFT DEAD LOAD 10 LBS /SQFT RAILING LATERAL 50 LBS/ SQFT THRUST SOIL BEARING 3,000 LBS/ SQFT (ASSUMED) LOADING DECK FRAMING SHALL COMPLY WITH NYS R507 (1BC 2015) & (FIGURE 507.2.1(2), 507.2.3 (1), 507.2.3 (2)) MIN TREAD LENGTH COMPLIES WITH NYS CODE R311.5.3.2 HANDRAIL TO HAVE GRASPABLE EDGE TO COMPLY WITH NYS CODE R311.5.6 IF LEDGE ROCK IS ENCOUNTERED FOOTING ARE TO BE PINNED TO THE LEDGE WITH (3) 6" #4 REBAR WITH 3" MIN EMBEDMENT INTO THE STONE STRUCTURAL SCREWS MAY BE SUBSTITUTED FOR THRU BOLTING IS EQUIVALENT SIZES ARE USED G.C. SHALL BE RESPONSIBLE FOR RUNNING GAS / PROPANE LINE FROM TANK TO NEW FIREPLACE G.C. SHALL BE RESPONSIBLE FOR PURCHASE & INSTALLATION OF TOILET FIXTURES AS DIRECTED / SELECTED BY HOMEOWNER G.C. SHALL BE RESPONSIBLE FOR PURCHASE & INSTALLATION ALL LIGHT FIXTURES (INTERIOR & EXTERIOR)AS SELECTED BY HOMEOWNER G.C. SHALL BE RESPONSIBLE FOR INSTALLATION OF FLAT SCREEN TV PROVIDED BY HOMEOWNER G.C. SHALL BE RESPONSIBLE FOR PURCHASE & INSTALLATION OF ALL CROWN MOLDINGS AS SELECTED BY HOMEOWNER PREP, REPAIR & REFINISHING EXIST OAK FLOORING PURCHASE & INSTALL HVAC SYSTEM AS AGREED TO BY HOMEOWNER TOWN ZONING REQUIREMENTS ZONE: SETBACKS FRONT ALLOWED 15 MIN RA-5 EXISTING PROPOSED LOT SIZE 5,000 MIN 4452 SQFT 6.0 ZONING DATA MAX BUILDING COVERAGE SQFT / % 40% 32.08% 3.36% SETBACKS (FT) SIDE 8 / 20 MIN 9.9/21.15 REAR 35 MIN N/A 6.0 TO EXIST N/A 9.9/21.15 7.3 TO ENTRY V-1 ZONING VIEWS OF HOUSE JOIST TO SILL OR GIRDER, TOE NAIL 3-8d DESCRIPTION OF BUILDING ELEMENTS NUMBER & TYPE OF FASTENER a, b, c, d SPACING OF FASTENERS - 1"x6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL - - 2-8d 2 STAPLES, 1-3/4 - 2" SUBFLOOR TO JOIST OR GIRDER, BLIND & FACE NAIL 2-16d 16" O.C. 16d SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL - 2-16d TOP OR SOLE PLATE TO STUD, END NAIL - 3-8d OR 2-16d STUD TO SOLE PLATE, TOE NAIL 10d DOUBLE STUDS, FACE NAIL 24" O.C. 24" O.C. 10d DOUBLE TOP PLATES, FACE NAIL SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS 3-16d 16" O.C. - 8-16d DOUBLE TOP PLATES, MINIMUM 48-INCH OFFSET OF END JOINTS, FACE NAIL IN LAPPED AREA - 3-8d BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL 8d RIM JOIST TO TOP PLATE, TOE NAIL 6" O.C. - 2-10d TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL 16" O.C. ALONG EACH EDGE 16d BUILT-UP HEADER, TWO PIECES WITH 1 2" SPACER 16" O.C. ALONG EACH EDGE 16d CONTINUED HEADER, TWO PIECES CEILING JOISTS TO PLATE, TOE NAIL 3-8d - - 4-8d CONTINUOUS HEADER TO STUD, TOE NAIL 3-10d CEILING JOIST, LAPS OVER PARTITIONS, FACE NAIL - 3-10d CEILING JOIST TO PARALELL RAFTERS, FACE NAIL - 2-16d RAFTER TO PLATE, TOE NAIL - 2-8d 2 STAPLES, 1-3/4 1" BRACE TO EACH STUD AND PLATE, FACE NAIL - - - - 2-8d 2 STAPLES, 1-3/4 1"x6" SHEATHING TO EACH BEARING, FACE NAIL - - 2-8d 3 STAPLES, 1-3/4 1"x8" SHEATHING TO EACH BEARING, FACE NAIL 3-8d 4 STAPLES, 1-3/4 WIDER THAN 1"x8" SHEATHING TO EACH BEARING, FACE NAIL - - 10d BUILT-UP CORNER STUDS 24" O.C. 10d BUILT-UP GIRDERS AND BEAMS, 2-INCH LUMBER LAYERS NAIL EACH LAYER AS FOLLOWS: 32" O.C. AT TOP AND BOTTOM AND STAGGERED. TWO NAILS AT ENDS AND AT EACH SPLICE. AT EACH BEARING 2-16d 2" PLANKS 4-16d 3-16d ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS: TOE NAIL FACE NAIL - - - 3-8d RAFTER TIES TO RAFTERS, FACE WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND WALL SHEATHING TO FRAMING, AND PARTICLEBOARD WALL SHEATHING TO FRAMING 12g 16 - 1 6d COMMON NAIL (SUBFLOOR, WALL) 8d COMMON NAIL (ROOF)f 12g 8d COMMON NAIL 32 - 1 10d COMMON NAIL OR 8d DEFORMED NAIL 1 1 8 - 1 1 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS TABLE R602.3(1) continued DESCRIPTION OF BUILDING MATERIALS 2" REGULAR CELLULOSIC FIBERBOARD SHEATHING DESCRIPTION OF FASTENERS b, c, d, e 1 1 2 GALVANIZED ROOFING NAIL 6d COMMON NAIL STAPLE 16 GA., 1 1 LONG SPACING OF FASTENERS INTERMEDIATE SUPPORTS (INCHES) c, e OTHER WALL SHEATHING h 2 STRUCTURAL CELLULOSIC FIBERBOARD SHEATHING 1 1 2 GALVANIZED ROOFING NAIL 8d COMMON NAIL STAPLE 16 GA., 1 1 LONG 32 STRUCTURAL CELLULOSIC FIBERBOARD SHEATHING 1 3 4 GALVANIZED ROOFING NAIL 8d COMMON NAIL STAPLE 16 GA., 1 3 LONG 2 GYPSUM SHEATHING 1 1 2 GALVANIZED ROOFING NAIL; 6d COMMON NAIL; STAPLE GALVANIZED, 1 1 2 LONG; 1 1 SCREWS, TYPE W OR S 8 GYPSUM SHEATHING 1 3 4 GALVANIZED ROOFING NAIL; 8d COMMON NAIL; STAPLE GALVANIZED, 1 5 8 LONG; 1 5 SCREWS, TYPE W OR S WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 4 AND LESS 6d DEFORMED NAIL OR 8d COMMON NAIL 8 - 1 8d COMMON NAIL OR 8d DEFORMED NAIL 1 1 8 - 1 1 10d COMMON NAIL OR 8d DEFORMED NAIL EDGES (INCHES) i FOR SI: 1 INCH = 25.4mm, 1 FOOT = 304.8mm, 1 MILE PER HOUR = 1.609km/h a. ALL NAILS ARE SMOOTH-COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS FOLLOWS: 80ksi (551Mpa) FOR SHANK DIAMETER OF 0.192" (20d COMMON NAIL), 90ksi (620Mpa) FOR SHANK DIAMETERS LARGER THAN 0.142" BUT NOT LARGER THAN 0.177", AND 100ksi (689Mpa) FOR SHANK DIAMETERS OF 0.142" OR LESS. STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM 7 16 INCH ON DIAMETER CROWN WIDTH. b. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. c. 4-FOOT-BY-8-FOOT OR 4-FOOT-BY-9-FOOT PANELS SHALL BE APPLIED VERTICALLY. d. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3(1). e. FOR REGIONS HAVING BASIC WIND SPEED OF 110mph OR GREATER, 8d DEFORMED NAILS SHALL BE USED FOR ATTACHING PLYWOOD AND WOOD STRUCTURAL PANEL ROOF SHEATHING TO FRAMING WITHIN MINIMUM 48 INCH DISTANCE FROM GABLE END WALLS, IF MEAN ROOF HEIGHT IS MORE THAN 25 FEET, UP TO 35 FEET MAXIMUM. f. FOR REGIONS HAVING BASIC WIND SPEED OF 110mph OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER. WHEN BASIC WIND SPEED IS GREATER THAN 100mph, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE SPACED 6 INCHES ON CENTER FOR MINIMUM 48 INCH DISTANCE FROM RIDGES, EAVES AND GABLE END WALLS; AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. g. GYPSUM SHEATHING SHALL CONFORM TO ASTM C 79 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD SHEATHING SHALL CONFORM TO ASTM C 208. h. SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND AT ALL FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND AT ALL ROOF PLANE PERIMETERS. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS SHALL NOT BE REQUIRED EXCEPT AT INTERSECTION OF ADJACENT ROOF PLANES. FLOOR AND ROOF PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. i. 1. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND VERIFY LOCAL REQUIREMENTS WITH LOCAL BUILDING OFFICIALS. 2. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. 3. RECORD ARCHITECT / ENGINEER OR DESIGN CONSULTANTS ARE NOT TO FIELD SUPERVISE OR INSPECT THIS PROJECT. 4. ALL CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH THE LATEST A.C.I. 3000 PSI MIN. AT 28 DAY TEST (A.C.I. 319-63). 5. ALL FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON UNDISTURBED SOIL AT MINIMUM BEARING CAPACITY OF (2) TONS PER SQ. FT. MINIMUM OF 3' COVER. 6. ALL WOOD FRAMING , INCLUDING JOISTS, BEAMS, POSTS, STUDS ETC. TO BE DOUGLAS FIR SPF #2 OR BETTER @ fd1200 PSI. 7. WOOD SILLS ON SLAB TO BE (2) 2x6 CCA WOLMINIZED LUMBER W/ 1/2" DIA. ANCHOR BOLTS 8' O.C. 8. ALL HEADERS TO BE SUPPORTED BY CODE REQUIREMENT MIN BEARING SUPPORT 9. PROVIDE DOUBLE HEADER AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTITIONS RUNNING PARALLEL TO SAME. 10. BRIDGING TO BE EITHER SOLID OR 18 GA. CROSS BRIDGING NOT EXCEEDING 8' O.C. 11. ALL HEADERS TO BE (2) 2x10 U.O.N. ON PLAN. 12. THE TOP AND BOTTOM OF JOISTS MAY BE NOTCHED. NOT TO EXCEED 2". NO NOTCHING AT MIDDLE 1/3 OF SPAN. 13. ALL STRUCTURAL WOOD TO BE KEPT BACK 2" FROM CHIMNEY. 14. JOIST HANGERS AND OTHER METAL FASTENERS TO BE SIMPSON OR EQUAL. 15. ALL CONCRETE HAUNCH FOOTINGS TO HAVE (2) #5 REBAR REINFORCING RODS (U.O.N.). 16. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE (EXCLUDING SLABS) SHALL BE DAMPROOFED W/ AN ELASTIC COAL TAR BASE. 17. NOT USED 18. PROVIDE COMBUSTION AIR VENTS AS PER N.Y.S. ENERGY CODE. 19. FOR ALL POURED CONCRETE SLABS, PROVIDE 6x6 10/10 WWF OVER 6 MIL POLYETHYLENE VAPOR BARRIER OVER 6" WELL COMPACTED FILL. 20. AT LEAST (1) SINGLE STATION SMOKE DETECTING ALARM DEVICE INSTALLED IN CONFORMITY W/ SECTION R317 IN EACH SLEEPING ROOM AND OUTSIDE EACH SLEEPING ROOM AREA AND ON EACH STORY - INTERCONNECTED. 21. NOT USED 22. GLAZING IN DOORS, SHOWER DOORS AND ENCLOSURES SHALL BE SIZED AND CONSTRUCTED OF MATERIALS AS TO MINIMIZE THE POSSIBILITY OF INJURY TO PERSONS IN THE EVENT THAT THE GLAZING IS BROKEN OR DAMAGED. 23. ALL CONSTRUCTION SHALL BE IN ACCORDANCE W/ THE 2025 NYS RESIDENTIAL BUILDING CODE AND THE N.Y.S. ENERGY CODE. 24. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS REQUIRED BY THE N.Y.S. CODE. CAST IRON PIPE SHALL CONFORM W/ LOCAL CODE REQUIREMENTS AND HAVE APPROVED CLEAN OUTS AN JOINTS. 25. ALL HEATING AND COOLING DESIGNS SHALL CONFORM W/ A.S.H.R.A.E. 26. ELECTRIC WORK TO BE IN ACCORDANCE W/ N.E.C. AND TO BE CERTIFIED BY THE BOARD OF FIRE UNDERWRITERS. 27. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. 28. ROOF RAFTERS AND CRAWL SPACES TO BE VENTED AS PER N.Y.S. CODE. 29. ALL STAIRS SHALL HAVE HANDRAILS IN ACCORDANCE W/ 2025 NYS RESIDENTIAL BUILDING CODE 30. ALL CONSTRUCTION SHALL BE IN ACCORDANCE AND COMPLY WITH 2025 NYS RESIDENTIAL BUILDING CODE GENERAL NOTES IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FILE FOR AND OBTAIN ALL REQUIRED APPROVALS AND PERMITS FROM ANY AND ALL GOVERNING AGENCIES HAVING JURISDICTION OVER THIS PROJECT. 31. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE RESIDENTIAL CODE OF NEW YORK STATE AND ALL OTHER APPLICABLE CODES, LAWS, RULES AND REGULATIONS IN THE CONSTRUCTION OF THIS PROJECT. 32. ALL PLUMBING WORK SHALL COMPLY WITH THE RESIDENTIAL CODE OF NEW YORK STATE AND ALL OTHER APPLICABLE CODES, LAWS, RULES AND REGULATIONS AND HEALTH DEPARTMENT REQUIREMENTS. 33. HEATING AND AIR CONDITIONING REQUIREMENTS SHALL BE COORDINATED WITH THE OWNER'S H.V.A.C. CONTRACTOR PRIOR TO COMMENCING ANY WORK. 34. ALL ELECTRICAL OUTLETS, SWITCHES, LIGHTS AND WIRING SHALL BE U.I. CERTIFIED AND INSTALLED IN COMPLIANCE WITH WITH ALL APPLICABLE ELECTRICAL CODES. 35. THE CONTRACTOR SHALL RELOCATE ALL EXISTING ELECTRIC, TELEPHONE, ANTENNA AND CABLE T.V. SERVICE WIRING AS REQUIRED. 36. ALLOW A MINIMUM OF 18' BETWEEN BOTTOM OF FLOOR JOIST AND TOP OF SCREED COAT OR PROVIDE CCA LUMBER. 37. FLOOR JOISTS SHALL BE DOUBLED BENEATH ALL PARALLEL PARTITIONS. 38. ALL INTERIOR DOORS ARE TO COMPLY WITH THE 2025 NYS RESIDENTIAL BUILDING CODE 39. WINDOWS AND DOORS SHALL BE PROPERLY FLASHED AT HEADS AND PROPERLY SEALED AND WEATHER-STRIPPED. 40. ALL GYPSUM SHALL BE TAPED AND SPACKLED (3) COATS READY FOR PAINT. 2" INCH SHEETROCK FOR ALL WALLS AND CEILINGS. 5 8" INCH TYPE "X" FOR ALL GARAGE AND MECHANICAL ROOMS. 1 2" INCH M/R GREENBOARD FOR ALL BATHROOMS. 41. ALL FINISHES SHALL BE AS DIRECTED BY OWNER. 42. ALL MICROLAM LUMBER IS TO BE MANUFACTURED BY "TRU JOIST CORP." P.O. BOX 60 BOISE IDAHO 83707 OR APPROVED EQUAL. 43. ALL CONCRETE TO BE 3000 PSI. 28 DAY TEST. PROVIDE 1 2" INCH DIAMETER ANCHOR BOLTS SPACED A MAXIMUM OF 6'-0" O.C. ANCHOR BOLTS SHALL ALSO BE LOCATED WITHIN 12' FROM THE ENDS OF EACH PLATE SECTION EXCEPTION FOUNDATION ANCHOR STRAPS, SPACED AS REQUIRED TO PROVIDE EQUIVALENT ANCHORAGE TO 1 2" INCH DIAMETER ANCHOR BOLTS. 44. NO CONSTRUCTION OR DEMOLITION SHALL COMMENCE PRIOR TO THE ISSUANCE OF THE BUILDING PERMIT. 45. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED INSURANCE AND INSURANCE CERTIFICATES. 46. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFE GUARD THE EXISTING RESIDENCE AND CONTENTS AGAINST DAMAGE FROM THE ELEMENTS DURING CONSTRUCTION. 47. THE CONTRACTOR SHALL REPAIR ALL EXISTING CONDITIONS DAMAGED DUE TO THE EXECUTION OF THIS WORK TO ITS ORIGINAL CONDITION. 48. THE DRAWINGS ARE NOT TO BE SCALED - FOLOW DIMENSIONS ONLY.49. NO CHANGE WILL BE PERMITTED WITHOUT PRIOR WRITTEN NOTIFICATION OF AN APPROVAL OF THE ARCHITECT/ENGINEER OF RECORD. 50. CONTRACTOR SHALL PROVIDE THE OWNER WITH A CERTIFICATE OF OCCUPANC AND AN ELECTRICAL CERTIFICATE FROM AN APPROVED AGENCY UPON COMPLETION OF THIS PROJECT. 51. "TECO" DETAILS SHOWN TO COMPLY WITH THE 2025 NYS RESIDENTIAL BUILDING CODE 52. PROPOSED RENOVATION TO THE: CROCKER RESIDENCE 39 PALMER AVENE CROTON ON HUDSON NY 10520 C LR PROJECT NAME IT IS A VIOLATION FOR ANY PERSON, UNLESS HE OR SHE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ISSUE DATE REVISION ISSUED FOR BID & FILING 11/15/2025 A R C H I T E C T 3 WINDSOR ROAD CROTON-ON-HUDSON, NEW YORK TEL (914) 330-1802 LEWISROANEDESIGN@GMAIL.COM L E W I S C R O A N E DRAWING TITLE DRAWING NUMBER DATE REVISED PER TOWN COMMENT 3/22/2026 GENERAL NOTES & DETAILS SCALE: N.T.S A-2 FASTENER SCHEDULE SCALE: N.T.S A-2 GENERAL NOTES A-2 9/01/2025 REMOVE WALL AS REQ'D TO ALLOW NEW WINDOW TO BE INSTALLED REMOVE TILE & SETTING BED DOWN TO SUBFLOOR & PREP FOR NEW CONST REMOVE NIB WALL REMOVE NIB WALL REMOVE EXTERIOR WALL REMOVE EXT DOOR REMOVE LOWEST ROOF IN ITS ENTIRETY & ALL ASSOC CONST ALL BLUESTONE STEPS TO BE LIFTED & SET ASIDE AS DIRECTED BY HOMEOWNER REMOVE EXIST SIDING IN AREAS THAT WILL RECEIVE NEW GYP BD. FINISH (INDOOR SPACES) WINDOW TO BE REMOVED AND SAVED FOR REUSE N SUNROOM OFFICE STORAGE (2) 2X10 HEADER NEW WALLS TO BE 2X4 FRAMING 16"O.C. FILLED SOLID W/ CLOSED CELL INSULATION INSIDE & OUTSIDE FACES TO ALIGN W/ EXIST CONSTRUCTION INFILL OLD WINDOW LOCATION FINISH FACES TO ALIGN 6X6 PT. POST 4" MIN THK SLAB - SLOPE END TO ALIGN W/ DRIVEWAY - SLAB TO BE 2" BELOW INTERIOR FINISH FLOOR ELEV 5'-3" 3'-8" 4'-0" 6'-0" EXIST EXIST EXIST EXIST RELOCATED 3'-4" 3'-4" (2) 2X10 HEADER EXTEND EXIST WD FLR OVER NEW CONST INTERIOR WALL TO RECEIVE NEW GYP. BD. FINISH EXTERIOR WALL TO RECEIVE CEDAR SIDING TO MATCH EXIST HOUSE SLAB TO ALIGN W/ DRIVEWAY (2) 2X6 HEADER N SUNROOM OFFICE STORAGE 4'-0" 6'-0" 1'-3" 1'-0" 6" MIN THK SLAB TO REST ON 6" GRAVEL & COMPACTED SOIL UNDER LANDING TO BE COMPACTED AS REQ'D PRIOR TO POURING TOP SLAB PROVIDE COMPRESSIBLE FILLER & COPPER FLASHING BETWEEN LANDING & HOUSE 12X12 FOOTING FOR POST TO 42" BELOW GRADE EXIST CRAWL SPACE TO REMAIN 6" FOOTING DOWN TO 42" BELOW GRADE UNDER LANDING TO BE COMPACTED AS REQ'D PRIOR TO POURING TOP SLAB N CONSTRUCTION PLANS CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL REQUIRED ITEMS FROM THE CEILING AS REQ'D TO COMPLETE THE ENTIRE PROJECT. ALL OPENINGS DUE TO REMOVAL OF EXISTING ELECTRICAL OUTLETS, SWITCHES, ETC., AND MECHANICAL ITEMS SHALL BE PATCHED AND REPAIRED TO MATCH EXISTING FINISHES AND/OR NEW FINISHES. 9. CONTRACTOR SHALL ALSO SCHEDULE AND COORDINATE ALL REQUIRED TOWN INSPECTIONS. CONTRACTOR SHALL OBTAIN THE ARCHITECT'S GUIDANCE WITH RESPECT TO INTERPRETATION OR DESIGN INTENT OF DESIGN DOCUMENTS. NO ASSUMPTIONS SHALL BE MADE BY THE CONTRACTOR. CONTRACTOR SHALL IMMEDIATELY NOTIFY AND BRING TO THE ATTENTION OF THE ARCHITECT ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS CONTAINED IN OR ARISING AS A RESULT OF IMPLEMENTING THE CONTRACT DOCUMENTS. ALL CONTRACTORS SHALL VERIFY ALL DIMENSIONS & CONDITIONS AT THE JOB SITE. ANY SUBSTITUTIONS OR CHANGES SHALL BE APPROVED IN WRITING BY THE ARCHITECT BEFORE COMMENCING WORK. THOSE ITEMS AND TASKS NOT NOTED BUT IMPLIED AS NECESSARY FOR COMPLETION OF THE PROJECT SHALL BE CONSIDERED PART OF THE CONTRACT. PROJECT IS COMPLETE HABITABLE SPACE. 10. 11. 12. 13. 14. A-3 EXISTING DOOR, FRAME & HARDWARE TO BE REMOVED DEMOLITION LEGEND EXIST. CONSTRUCTION TO REMAIN 1. 2. 3. 4. 5. 6. 7. EXISTING CONSTRUCTION TO BE REMOVED PRIOR TO THE DEMOLITION OF THOSE ITEMS WHICH HAVE UTILITY CONNECTIONS (WATER, GAS, ELECTRICITY, STEAM, ETC.) THE CONTRACTOR SHALL ARRANGE WITH THE OWNER TO LOCATE SHUTOFF VALVES, PANEL BOXES AND OTHER CONTROL ELEMENTS, SO THAT WATER DAMAGE AND OTHER POTENTIALLY INCONVENIENT OR DANGEROUS SITUATIONS ARE VOIDED. PATCH, FILL AND REPAIR ALL SURFACES DISTURBED, CUT, DAMAGED, IN NEED OF REPAIR OR MADE IMPERFECT BY ALTERATIONS OR REMOVAL WORK AND AS REQUIRED TO PREPARE SURFACES FOR NEW MATERIALS AND ARRANGEMENTS. KEP AL ADJOINING AREAS CLEAN AND FRE OF DEBRIS OR CONSTRUCTION MATERIALS DURING WORKING HOURS, AND PROVIDE SAFE SITE CONDITIONS. PRIOR TO THE START OF DEMOLITION, THE CONTRACTOR SHALL CALL TO THE ATTENTION OF THE OWNER: ANY DAMAGE, CRACKS OR OTHER IMPERFECTIONS IN THE WORK ADJACENT TO DEMOLITION AREAS. BEFORE STARTING WORK, MAKE A THOROUGH EXAMINATION OF THOSE PORTIONS OF THE STRUCTURE IN WHICH THE WORK IS TO BE PERFORMED. CHECK ALL THE WORK ADJOINING OR AT UNDERLYING LOCATIONS. REPORT TO THE ARCHITECT ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT THE PROPER EXECUTION AND COMPLETION OF THE WORK. DO NOT START THE WORK UNTIL SUCH CONDITIONS HAVE BEEN EXAMINED AND A COURSE OF ACTIONS MUTUALLY AGREED UPON. ALL DEMOLITION AND REMOVAL WORK SHALL BE COMPLETED AS INDICATED AND NOTED ON THE DRAWINGS AND AS SPECIFIED. 8. DEMOLITION NOTES THE PROJECT SHALL BE GOVERNED IN ANY AND ALL RESPECTS BY THE CURRENT EDITION OF THE THE 2025 NYS RESIDENTIAL CODE 4/16/2024 AS NOTED SCALE: 1/4"=1'-0" A-3 DEMOLITION PLAN PROPOSED RENOVATION TO THE: CROCKER RESIDENCE 39 PALMER AVENE CROTON ON HUDSON NY 10520 C LR PROJECT NAME IT IS A VIOLATION FOR ANY PERSON, UNLESS HE OR SHE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ISSUE DATE REVISION ISSUED FOR BID & FILING 11/15/2025 A R C H I T E C T 3 WINDSOR ROAD CROTON-ON-HUDSON, NEW YORK TEL (914) 330-1802 LEWISROANEDESIGN@GMAIL.COM L E W I S C R O A N E DRAWING TITLE DRAWING NUMBER DATE REVISED PER TOWN COMMENT 3/22/2026 G.C. IS RESPONSIBLE FOR PROVIDING TEMPORARY SUPPORT AND SHORING OF EXISTING CEILINGS, PARTITIONS, ETC. DURING DEMOLITION AND RENOVATION. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COLLECTION OF ALL ARCHITECTURAL, STRUCTURAL, AND MECHANICAL DRAWINGS NOT INDICATED AS ISSUED FOR CONSTRUCTION AND FOR DISTRIBUTION TO ALL SUB CONTRACTORS & CONSULTANTS ARCHITECTURAL, STRUCTURAL, AND MECHANICAL DRAWINGS ISSUED FOR CONSTRUCTION, THE MOST CURRENT REVISED SET. 16. 17. PROTECT EXIST FLOORS FOR REUSE COORD ALL POWER & LIGHTING LOCATIONS & TYPE W/ HOME OWNER CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMP. DUST AND DEBRIS PROTECTION BETWEEN AREAS OF CONSTRUCTION AND AREAS IN WHICH NO WORK IS TAKING PLACE. LOCATION OF SUCH PROTECTION SHALL BE VERIFIED WITH OWNER PRIOR TO COMMENCING WORK AND IN CO-ORDIN. WITH PROGRESSION OF WORK SCHEDULE. HE SHALL PERFORM THE WORK IN A MANNER THAT WILL AVOID HAZARDS TO PERSONS IN ADJACENT AREAS AND THAT WON'T INTERFERE WITH WORK OR PASSAGE TO ANY OF THESE AREAS. CONTRACTOR IS TO VERIFY ALL CONDITIONS AND NOTIFY ARCHITECT & HOME OWNER OF ANY DISCREPANCIES PRIOR TO COMMENCING WORK. AL PLUMBING & POWER REQUIREMENTS FOR CONVENIENCE & EQUIPMENT BEING INSTALED ARE TO FOLOW THE 2025 NYS RESIDENTIAL BUILDING CODE FINISHES THAT ARE DISTURBED BY DEMOLITION SHAL BE PATCHED TO MATCH EXISTING. CONTRACT DRAWINGS ARE NOT INTENDED TO REPRESENT EXACT DIMENSIONS. FIELD DIMENSIONS ARE THE RESPONSIBILITY OF THIS CONTRACTOR FOR ALL PHASES INCLUDING BIDDING, FABRICATION, COORDINATION AND CONSTRUCTION. ALL DIMENSIONS TO BE APPROVED BY ARCHITECT / HOME OWNER CONTRACTOR TO REMOVE ANY STRAY PAINT, DIRT, OR STAINS INCURED DURING THE CONSTRUCTION PROCES. CONTRACTOR SHAL BE RESPONSIBLE FOR REMOVING AL TEMPORARY EQUIPMENT COVERINGS USED DURING CONSTRUCTION AND HE SHAL ALSO BE RESPONSIBLE FOR THE REMOVING OF HIS TRASH OF OF THE JOB SITE DAILY ALL WALL BASE & TRIM TO MATCH EXIST AS DIRECTED BY THE HOME OWNER 1. 2. 3. 4. 6. 7. 8. 16. 5. ALL WALL INFILL LOCATIONS CONSTRUCTION AS TO BE 2x CONSTRUCTION TYPE TO ALLOW FINISH SURFACES TO ALIGN W./ EXISTING FRAMING 12. AL HEADERS TO BE FULY ADHERED TOGETHER AND NAILED W/ 10P NAILS ON 6" CENTERS 13. AL NEW EXTERIOR WALS TO BE 2x6 STUDS 16"O.C. MAX W/ 1/2" GYP. BD. ON INSIDE FACE & 1/2" CDX PLY WD ON THE EXTERIOR W/ TYVEK TYPE HOUSE WRAP (AL SEAMS TAPED), R-19 FACED BAT INSULATION CAVITY & 1-1/2"" R-7.5 CONT RIGID INSUL ON EXTERIOR W/ SIDING TO MATCH EXISTING 14. AL NEW INTERIOR WALS TO BE 2x4 STUDS 16"O.C. MAX W/ 1/2" GYP. BD. ON EA FACE & SOUND BAT INSULATION 15. AL WORK ASOCIATED WITH THE RECONFIGURATION OF THE PLUMBING INCLUDING THE POSIBLE DEMOLITION AND REPAIR OF THE CEILING BELOW IT IS THE RESPONSIBILITY OF THE GC 9. ** HOMEOWNER TO PROVIDE TUB & FAUCET. AL OTHER SUPLIES REQUIRED FOR A COMPLETE INSTALATION / PROJECT ARE THE RESPONSIBILITY OF THE GC 10. AL WALS & CEILINGS ARE TO BE PAINTED W/ 2 COLOR COATS AND PRIMER COAT COLOR AS SELECTED BY HOMEOWNER 11. CONSTRUCTION ITEMS HOME OWNER IS RESPONSIBLE FOR PURCHASE OF VANITY, SINK FAUCET & TOILET. INSTALLATION AND ITEMS REQUIRED FOR FUNCTION ARE GC RESPONSIBILITY ALL GENERAL LIGHTING TO BE LED DOWNLIGHTS BY GC. HOMEOWNER MAY ADD DECORATIVE LIGHTING FIXTURE (BY OWNER) INSTALLED BY GC ALL REQUIRED POWER RELOCATIONS FOR EXISTING ITEMS IMPACTED BY THIS CONSTRUCTION ARE TO BE PART OF THE BASE CONTRACT IE: ATS SWITCH, INCOMING SERVICE A/C POWER AND ANY OTHER ITEM IMPACTED CONSTRUCTION NOTES SCALE: 1/4"=1'-0" A-3 FOUNDATION PLAN SCALE: 1/4"=1'-0" A-3 CONSTRUCTION PLAN DN DN DN LINE OF ICE SHIELD 2X8 RAFTERS 16"O.C. MAX 2X8 RAFTERS 16"O.C. MAX EXIST RAFTERS TO REMAIN EXIST RAFTERS TO REMAIN 2X12 NAIL FLAT TO EXIST ROOF SHEATHING 3'-0" 3'-0" 3'-0" 1'-6" 1'-6" 3'-0" 1'-6" 1'-6" 1'-6" NEW ROOF PITCH TO MATCH EXIST ROOF PITCH LIMIT OF EXIST ROOF 3'-0" 1'-6" 1'-6" LINE OF ICE SHIELD LINE OF ICE SHIELD PROVIDE ICE SHIELD UNDER ENTIRETY OF STANDING SEAM ROOF DOWNSPOUT DOWNSPOUT DOWNSPOUT 5" GUTTER TO MATCH EXIST HOUSE STYLE NOTE: TIE NEW DOWNSPOUTS (3) INTO EXIST GUTTER DRAINAGE LINE RAFTERS TO LAN ON 2X12 ON ROOF EXIST ROOF FLASHING UP SIDE OF HOUSE TO REMAIN & BE REUSED A-5 2X6 RAFTERS 16"O.C. MAX (2) 2X10 ridge board 2'-0" N PROVIDE (3) LEADERS TIED INTO EXIST GUTTER DRAINAGE LINE 1'-0" 3'-6" NEW CEDAR SIDING TO MATCH EXIST - PAINT AS DIRECTED BY HOMEOWNER 5" GUTTERS TO MATCH EXIST HOUSE STYLE 1'-8" 2X6 RAFTERS 16"O.C. MAX 2X8 RAFTERS 16"O.C. MAX NEW (2) 2X10 ridge board TO EXTEND 32" MIN OVERLAP TO EXIST ridge board & EXTEND TO EXIST ROOF OVER OFFICE PROPOSED EXIST 2X10 RAFTERS 16"O.C. MAX 2X8 RAFTERS 16"O.C. MAX 2X6 RAFTERS 16"O.C. MAX UNDER STANDING SEAM ROOF PROPOSED EXIST 2X8 RAFTERS 16"O.C. MAX NEW FASCIA TO ALIGN W/ EXIST PROVIDE NEW 5" GUTTER TO MATCH EXIST STYLE EXIST DOOR TO REMAIN RELOCATED WINDOW (2) 2X10 HEADER PROVIDE (2) JACK STUDS UNDER EA SIDE EXIST WINDOW TO REMAIN 1'-0" 3'-6" ASPHALT SHINGLES AS SELECTED BY HOMEOWNER EXIST ROOF BEYOND STANDING SEAM METAL ROOF 1X AZAK TYPE FASCIA EXIST SIDING BEYOND 6X6 P.T. POST 6X6 POST LINE OF EXIST HOUSE 12X12 POST TO 42" BELOW GRADE 4" GRAVEL BASE COMPRESSIBLE FILLER BETWEEN HOUSE & LANDING ROOF PLAN, ELEVATIONS & DETAILS A-4 4/16/2024 AS NOTED PROPOSED RENOVATION TO THE: CROCKER RESIDENCE 39 PALMER AVENE CROTON ON HUDSON NY 10520 C LR PROJECT NAME IT IS A VIOLATION FOR ANY PERSON, UNLESS HE OR SHE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ISSUE DATE REVISION ISSUED FOR BID & FILING 11/15/2025 A R C H I T E C T 3 WINDSOR ROAD CROTON-ON-HUDSON, NEW YORK TEL (914) 330-1802 LEWISROANEDESIGN@GMAIL.COM L E W I S C R O A N E DRAWING TITLE DRAWING NUMBER DATE REVISED PER TOWN COMMENT 3/22/2026 SCALE: 1/4"=1'-0" A-4 ROOF PLAN SCALE: 1/4"=1'-0" A-4 NORTH ELEVATION SCALE: 1/4"=1'-0" A-4 SOUTH ELEVATION SCALE: 1/4"=1'-0" A-4 WEST ELEVATION SCALE: 1/4"=1'-0" A-4 EAST ELEVATION EXIST LIGHTS & POWER TO REMAIN EXIST LIGHTS & POWER TO REMAIN A S S A B SUNROOM OFFICE STORAGE B B B B B B S B3 7'-0" 3'-8" EQ EQ 3'-8" EQ EQ 1'-0" 1'-0" 5'-0" 1'-0" N 1'-0" 3'-6" 2X6 CEILING FRAMING 16"O.C. MAX 2" GYP. BD. R-49 FACED BATT INSULATION OPENING BEYOND EXIST BACK WALL TO REMAIN 2X8 RAFTERS 16"O.C. MAX PROVIDE RAFTER TO WALL TIES @ EA RAFTER (2) 2X10 ridge board TO BE FULLY ADHERED & STRUCTURALLY SCREWED 16"O.C. W/ 1 2" TIMBER TEK TYPE SCREWS PROVIDE RAFTER HANGERS @ EA. RAFTER PROVIDE RIDGE VENT W/ CAP SHINGLES 2X8 RAFTERS 16"O.C. MAX W/ CDX SHEATHING, SYNTHETIC ROOF FELT & ASPHALT SHINGLES TO MATCH EXIST HOUSE STANDING SEAM METAL ROOF AS SELECTED BY HOMEOWNER 2X6 RAFTERS 16"O.C. MAX 2X6 CLG FRAMING 16"O.C. MAX (2) 2X8 HEADER INSULATED EXT DOOR AS SELECTED BY HOMEOWNER NEW SIDING TO MATCH EXIST AS REQ'D 6" GALV. BASE CONNECTOR 1/2" "J" BOLT 6" 6" CONCRETE LANDING TO BE 2" BELOW FINISH FLOOR ALIGN W/ DRIVEWAY 4'-0" 6 MIL VAPOR BARRIER EXIST SOIL TO REMAIN- COMPRESS AS NEEDED 4" GRAVEL 12X12 FOOTING UNDER POST TO 42" BELOW GRADE 6 MIL VAPOR BARRIER EXIST SOIL TO REMAIN- COMPRESS AS NEEDED 4" GRAVEL 6" W CONC FOUNDATION TO 42" BELOW GRADE 2 LAYERS 3" R-5 / INCH RIGID INSULATION UNDER SLAB 4" CONC SLAB - W/ 6X6 WWF 6" 1'-2" COMPRESSIBLE FILLER PROVIDE COPPER FLASHING - EXTEND 6" UNDER FLOOR @ 14" DOWN FACE OF FOUNDATION EXIST STRUCTURE TO REMAIN PROVIDE CLOSED CELL SPRAY INSULATION UNDER EXIST FLOOR STRUCTURE - R-30 MIN LINE OF EXIST GRADE 5" GUTTER TO MATCH EXIST HOUSE GUTTER STYLE 5" GUTTER TO MATCH EXIST HOUSE GUTTER STYLE NOTE: ALL EXTERIOR WALLS TO BE BUILT W/ 2X6 WD STUDS 16"O.C. MAX W/ R-21 FACED BATT INSULATION W/ 1" R-5 CONT INSULATION 6X6 P.T. POST (2) 2X6 HEADER 6" SIMPSON BC6X POST CAP G-90 16. 17. 15. 18. 1. 2. 3. 4. 7. 5. 6. 8. 9. 10. 11. 12. 13. THE SPACE IS EQUIPPED WITH A HARDWIRED BATTERY BACKED UP SMOKE DETECTOR. ALL ELECTRICAL WORK IS TO BE PERFORMED BY A LICENSED ELECTRICIAN ALL OF THE EXISTING CONSTRUCTION IN THE BASEMENT IS STRUCTURALLY SOUND THE SPACE IS TO BE EQUIPPED WITH A HARDWIRED BATTERY BACKED UP CO2 DETECTOR. ALL FIXTURES AND FINISHES ARE TO BE SUPPLIED BY OWNER & INSTALLED BY G.C. U.O.N. AL MATERIAL USED SHAL BE NEW, BEST OF THEIR RESPECTIVE KINDS, FRE FROM DEFECTS AND CONFORM TO THE REQUIREMENTS OF AL LOCAL, STATE, AND NATIONAL AUTHORITIES HAVING JURISDICTION. SUBCONTRACTORS SHALL FILE FOR PLUMBING AND ELECTRICAL PERMITS, PAY FOR ALL FEES AND HAVE THEIR WORK INSPECTED BY STATE AND LOCAL AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL SECURE ANY AND ALL CERTIFICATES OF COMPLIANCE AND/OR INSPECTION ISSUED BY SAID AGENCIES. ANY MODIFICATION OR CHANGE CALLED FOR BY AUTHORITIES HAVING JURISDICTION SHALL BE MADE WITHOUT ADDITIONAL CHARGE. ARCHITECTURAL DRAWINGS FOR PLUMBING AND ELECTRICAL ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF THE WORK REQUIRED. EACH CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES AS REQUIRED TO AVOID INTERFERENCES AND INSURE PROPER INSTALLATION. ALL SUBCONTRACTORS SHALL LAY OUT THEIR WORK IN ADVANCE SO ALL NECESSARY ACCOMMODATIONS FOR IT CAN BE MADE AS REQUIRED. UNNECESSARY CUTTING OF THE STRUCTURE IS TO BE AVOIDED. SHOULD A CONTRACTOR REQUIRE CUTTING FOR THE INSTALLATION OF HIS WORK HE SHALL COORDINATE HIS REQUIREMENTS WITH OTHER CONTRACTORS AND THE ARCHITECT AND PAY ALL COSTS FOR SAID CUTTING, STRENGTHENING, AND ANY PATCHING THAT MAY RESULT. ALL WORK SHALL BE INSTALLED READILY ACCESSIBLE FOR OPERATION, MAINTENANCE, AND REPAIRS. EQUIPMENT INSTALLED AS A PART HEREOF IS TO BE FULLY GUARANTEED FOR ONE (1) YEAR AGAINST FAULTY PARTS AND WORKMANSHIP FROM THE DATE OF ACCEPTANCE OR FINAL PAYMENT, WHICHEVER COMES LATER. ANY RIGGING AND HOISTING REQUIRED BY ANY CONTRACTOR SHALL BE DONE BY HIM AS A NORMAL PART OF HIS INSTALLATION PROCEDURES. ACCESSORIES NEEDED TO MAKE THE INSTALLATION OF EACH SUBCONTRACTOR PERFECT AND COMPLETE IN ALL RESPECTS AND READY FOR OPERATION, EVEN IF NOT PARTICULARLY CALLED FOR, SHALL BE FURNISHED, DELIVERED AND INSTALLED HEREIN WITHOUT ADDITIONAL COST. INCLUDED HERE UNDER SHALL BE, BUT NOT LIMITED TO, THE INCIDENTAL OR MINOR ITEMS THAT ARE NOT SHOWN OR SPECIFIED, BUT WHICH ARE CONSIDERED AS NECESSARY FOR THE PROPER FUNCTIONING OF THE INSTALLATION BY TRADE CUSTOM AND/OR STANDARD PRACTICE, OR SPECIAL REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. PROVIDE AND INSTALL SMOKE DETECTORS AS PER DRAWINGS AND AS PER CODE. WHERE OUTLETS AND SWITCHES ARE PLACE IN CABINETRY, PANELING OR MOLDING, THE CARPENTER, NOT THE ELECTRICIAN, SHALL MAKE ALL CUTS. UNLESS OTHERWISE NOTED, ALL WALL SWITCHES SHALL BE MOUNTED 3'-0" .FF.. TO CENTER AND ALIGN WITH DOOR HARDWARE AT 3'-0" A.F.F. ALL MULTIPLE SWITCH PLATE CONFIGURATIONS ARE TO BE DETERMINED. ALL MULTI-GANG FACE PLATES SHALL BE ONE PIECE. ALL MATERIAL, EQUIPMENT, AND FIXTURES, INCLUDING THOSE SUPPLIED BY OWNER AND INSTALLED BY G.C., MUST BE IN COMPLIANCE WITH U.L. PROPOSED PROJECT SHALL COMPLY WITH THE NEW YORK STATE BUILDING CODE FOR RESIDENTIAL (2025 NYS RESIDENTIAL CODE, NATIONAL ELECTRIC CODE 2017 OF NYS) S SM CO HARDWIRED BATTERY BACKED -UP SMOKE DETECTOR. ALL ARE TO BE INTERCONNECTED HARDWIRED BATTERY BACKED UP WALL MTD. CARBON MONOXIDE DETECTOR PER NYS CODE WALL MTD. DUPLEX ELEC. OUTLET WALL MTD. PHONE/DATA OUTLET WALL MTD. ELEC. QUAD OUTLET INSULATION CONTACT DOWN LIGHT WALL MTD. LIGHT SCONCE WALL MTD. LIGHT SWITCH CEILING MTD DIRECTIONAL LED DOWNLIGHT WAL MTD LED STRIP FIXTURE. MOUNT OVER DOOR INSIDE CLOSET 19. NO BEDROOMS ARE ADDED AS PART OF THIS DESIGN PLUMBING & ELECTRICAL NOTES AL LIGHT FIXTURES TO BE SELECTED BY THE HOMEOWNER. THIS DRAWING IS FOR REFERENCE ONLY ** SECTION, LIGHTING & POWER PLAN A-5 4/16/2024 AS NOTED PROPOSED RENOVATION TO THE: CROCKER RESIDENCE 39 PALMER AVENE CROTON ON HUDSON NY 10520 C LR PROJECT NAME IT IS A VIOLATION FOR ANY PERSON, UNLESS HE OR SHE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ISSUE DATE REVISION ISSUED FOR BID & FILING 11/15/2025 A R C H I T E C T 3 WINDSOR ROAD CROTON-ON-HUDSON, NEW YORK TEL (914) 330-1802 LEWISROANEDESIGN@GMAIL.COM L E W I S C R O A N E DRAWING TITLE DRAWING NUMBER DATE REVISED PER TOWN COMMENT 3/22/2026 SCALE: 1/4"=1'-0" A-5 LIGHTING & POWER PLAN FIRST FLOOR 5. 4. 3. 2. 1. ALL NEW SWITCHES ARE TO NEW DECORA TYPE SWITCHES ALL NEW DOWNLIGHTS ARE TO BE DIRECTIONAL CONTRACTOR TO COORDINATE FINAL LOCATION OF LIGHTING FIXTURES WITH OWNER BEFORE INSTALLATION THIS LIGHTING PLAN IS FOR REFERENCE ONLY ALL LIGHTING LOCATIONS AND FIXTURE TYPES ARE TO BE BY THE HOME OWNER AND INSTALLED BY G.C. U.O.N ALL NEW SWITCH LOCATIONS ARE TO BE CONFIRMED IN THE FIELD WITHT THE OWNER ALL NEW OUTLETS ARE TO BE MATCH EXISTING OUTLETS 6. 5. ALL OUTLET LOCATIONS ARE TO BE VERIFIED WITH OWNER PRIOR TO INSTALLATION ALL EXISTING POWER IS TO REMAIN WHERE POSSIBLE. 4. 3. CONTRACTOR SHALL INSTALL ELECTICAL DEVICES FOLLOWING ALL APPLICABLE CODES CONTRACTOR TO FURNISH & INSTALL LIFE SAFETY DETECTORS AS DIRECTED BY THE NEW YORK STATE BUILDING CODE 2. 1. ALL OUTLETS TO DECORA TYPE OUTLETS POWER & SIGNAL NOTES REFLECTED CEILING NOTES RCP / POWER LEGEND SCALE: 3/4"=1'-0" A-5 SECTION HUNTER PLACE PALMER AVENUE VIEW KEY PLAN PROPOSED RENOVATION TO THE: CROCKER RESIDENCE 39 PALMER AVENE CROTON ON HUDSON NY 10520 C LR PROJECT NAME IT IS A VIOLATION FOR ANY PERSON, UNLESS HE OR SHE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ISSUE DATE REVISION ISSUED FOR BID & FILING 11/15/2025 A R C H I T E C T 3 WINDSOR ROAD CROTON-ON-HUDSON, NEW YORK TEL (914) 330-1802 LEWISROANEDESIGN@GMAIL.COM L E W I S C R O A N E DRAWING TITLE DRAWING NUMBER DATE REVISED PER TOWN COMMENT 3/22/2026 ZONING VIEWS OF HOUSE V-1 3/30/2026 VIEW 1 VIEW 2 VIEW 3 VIEW 4 VIEW 5 VIEW 6 VIEW 9 VIEW 8 VIEW 7