Documents › Planning Board, 2025-11-04

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Also attached to this agenda item: 2504 Robinson plot plan 2504 Robinson trans 251020 planning board 8 Newton Court Draft Resolution 8 Newton Court Memo to PB 11-03-2025 Baltic Estates FM25772 1996 JK signed Application for Planning Board - Robinson 17...

N O T E : GENERAL CONTRACTOR TO PROVIDE MATERIAL SAMPLES, PRODUCT SAMPLES, COLOR SAMPLES, FINISH SAMPLES, MANUFACTURER'S SYSTEM INFORMATION, MOCKUPS, AND SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ARCHITECT PRIOR TO ORDERING AND/OR INSTALLING ANY ITEMS SPECIFIED IN THE 'PROJECT MANUAL' IN ADDITION TO SAMPLES REQUESTED IN THE ARCHITECTURAL DRAWINGS. PROJECT SUMMARY NEW CONSTRUCTION TO REPLACE CONSTRUCTION DESTROYED BY FIRE. NEW TWO STORY, FRAMED RESIDENCE TO BE BUILT ON EXISTING FOUNDATION. FOUNDATIONS OF ATTACHED GARAGE WERE DAMAGED AND SHALL BE REMOVED. NEW ATTACHED GARAGE TO SHALL BE LARGER THAN PRE-EXISTING GARAGE. 1. ALL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE RESIDENTIAL BUILDING CODE. 2. ALL COMPONENTS INCORPORATED INTO THE WORK SHALL CONFORM TO MATERIAL STRESSES, CAPACITIES AND METHODS OF CONSTRUCTION, PRESCRIBED BY LOCAL AND STATE CODES. 3. THE GENERAL CONTRACTOR AND HIS/HER SUB-CONTRACTOR(S) SHALL CHECK AND VERIFY ALL EXISTING CONDITIONS AND CHECK ALL DIMENSIONS OF THE BUILDING IN THE FIELD BEFORE STARTING WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO THE START OF WORK. 4. THE GENERAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED DEPARTMENT OF BUILDING PERMITS PRIOR TO THE START OF WORK. OWNER SHALL REIMBURSE THE CONTRACTOR FOR ALL REQUIRED BUILDING, PLANNING, ZONING, HEALTH AND OTHER ASSOCIATED AGENCIES FILING AND FILING PERMITTING FEES. PERMITS MUST BE POSTED AND REMAIN VISIBLE AT THE JOBSITE AT ALL TIMES DURING CONSTRUCTION. 5. THE GENERAL CONTRACTOR AND HIS/HER SUB-CONTRACTOR(S) SHALL REVIEW ALL CONSTRUCTION DOCUMENTS AND SHALL COORDINATE THEIR WORK WITH THE WORK OF OTHER TRADES. 6. THE GENERAL CONTRACTOR SHALL COORDINATE HIS/HER WORK WITH THAT OF OTHER SUB-CONTRACTORS AND SUPPLIERS RETAINED BY THE OWNER. 7. ALL TRADES SHALL COOPERATE TO ASSURE THE STEADY PROGRESS OF ALL WORK UNDER THIS CONTRACT 8. ALL HIGHLANDS ARCHITECTURE DRAWINGS, SPECIFICATIONS AND CONSTRUCTION NOTES ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY ONE WILL BE BINDING AS IF CALLED FOR BY ALL; ANY WORK SHOWN OR REFERRED TO ON ANY DOCUMENT SHALL BE PROVIDED AS THOUGH SHOWN ON ALL DOCUMENTS. 9. THE CHARACTER AND SCOPE OF WORK ARE ILLUSTRATED BY THE DRAWINGS. TO INTERPRET AND EXPLAIN THE DRAWINGS, OTHER INFORMATION DEEMED NECESSARY BY HIGHLANDS ARCHITECTURE WILL BE FURNISHED TO THE CONTRACTOR WHEN AND AS REQUIRED BY THE WORK, AND IT IS TO BE UNDERSTOOD THAT THE SAID ADDITIONAL DRAWINGS ARE TO BE OF EQUAL FORCE WITH THE DRAWINGS AND SHALL BE CONSIDERED AS FORMING PART OF THESE NOTES TO WHICH THEY REFER. 10. CONTRACTOR SHALL NOT OBSTRUCT ACCESS TO ROADWAYS AT ANY TIME. 11. ALL DIMENSIONS NOTED ON PLANS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. 12. NO DRAWING IS TO BE SCALED, USE PROVIDED DIMENSIONS ONLY. 13. CONTRACTOR SHALL REPORT ANY DISCREPANCIES BETWEEN THIS DOCUMENT AND CONTRACT DOCUMENTS ISSUED TO OTHERS PRIOR TO THE START OF THE WORK. 14. PENETRATIONS IN WALL PARTITIONS OR FLOORS FOR PIPE SLEEVES, FLUES, DUCTWORK AND ELECTRICAL DEVICES, ETC... SHALL BE PACKED AND/OR SEALED WITH FIRE-STOPPING INSULATION. 15. ALL LICENSED TRADES ARE TO CONDUCT THEIR WORK IN CONFORMANCE WITH GOVERNING BODIES HAVING JURISDICTION OVER THE SITE. 16. IF, IN THE INTERPRETATION OF CONTRACT DOCUMENTS, REQUIREMENTS WITHIN THE DRAWINGS AND SPECIFICATIONS CONFLICT, OR IT APPEARS THAT THE DRAWINGS AND SPECIFICATIONS ARE NOT IN AGREEMENT, THE REQUIREMENT TO BE FOLLOWED SHALL BE DECIDED BY THE ARCHITECT. WHERE THERE IS A DISCREPANCY IN THE QUALITY, THE CONTRACTOR SHALL PROVIDE THE SUPERIOR QUALITY. 17. PROJECT/SITE ACCESS SHALL BE PROVIDED TO ARCHITECT AT ALL TIMES THROUGHOUT THE COURSE AND DURATION OF CONSTRUCTION(MONDAY - SUNDAY 7AM - 7 PM) ACCESS TIME-FRAME, TYPICAL. DATE: REVISIONS: REVISIONS: REVISIONS: PROJECT NUMBER: 2505-ROBINSON TITLE SHEET AND PROJECT DATA T-1 2 OCTOBER 2025 EN CONCRETE RIGID INSULATION GYPSUM WALLBOARD PARTITION WOOD BLOCKING FINISH WOOD PLYWOOD BATT INSULATION STEEL INTERIOR ELEVATION SYMBOL # K I H J A-X CONTINUOUS WOOD FRAMING A STONE GRAVEL # A-# BUILDING/WALL SECTION MARK MATERIAL LEGEND SHEET NUMBER SECTION NUMBER OR LETTER SHEET NUMBER ELEVATION NUMBER OR LETTER # A-# DETAIL MARK ELEVATION/DATUM POINT PARTITION TYPE SYMBOLS DOOR TAG WINDOW TAG OFFICE ROOM OR OPEN SPACE IDENTIFICATION DRAWING TITLE A COLUMN GRIDS CENTER LINE BREAK LINE DOTTED LINE (LINE ABOVE OR BELOW PLAN - SOFFITS, ETC) DIMENSION LINE CONCRETE BLOCK BRICK MIN. UNIFORM DISTRIBUTED LIVE LOADS (LBS./S.F.): DESIGN CRITERIA: R - RESIDENTIAL TYPE 5B - FRAME CONSTRUCTION CONSTRUCTION OCCUPANCY CLASSIFICATION: ATTICS W/O STORAGE ATTICS W/ LIMITED STORAGE HABITABLE ATTICS W/ FIXED STAIRS BALCONIES AND DECKS FIRE ESCAPES GUARDS AND HANDRAILS GUARD IN-FILL COMPONENT GARAGES ROOMS OTHER THAN SLEEPING ROOMS SLEEPING ROOMS STAIRS · · · · · · · · · · · WIND SPEED: 115 M.P.H. B SEISMIC DESIGN CATEGORY: STANDARD LIGHT-FRAME CONSTRUCTION IN THIS OCCUPANCY IS SUFFICIENT FOR THIS DESIGN CATEGORY FLOOD HAZARD: STANDARD LIGHT-FRAME CONSTRUCTION IN THIS OCCUPANCY IS SUFFICIENT FOR THIS DESIGN CATEGORY PROJECT DATA SPECIAL WIND REGION THE EXISTING RESIDENCE IS NOT LOCATED WITHIN A FEMA FLOOR HAZARD AREA. THE NEIGHBORHOOD IS CONSIDERED AN "AREA OF MINIMAL FLOOD HAZARD" (ZONE X) ACCORDING TO FEMA MAP OF THE VILLAGE OF CROTON-ON-HARMON, NY. MAP INCLUDED ON THIS DRAWING SHEET T-1. NEW CONSTRUCTION: ROBINSON RESIDENCE 8 NEWTON CT. CROTON-ON-HUDSON, NY 3212 ROUTE 9 COLD SPRING, NY 10516 845.809.5976 OFFICE highlandsarchitecture.com Slc HIGHLANDS ARCHITECTURE 2025 C PLANNING BOARD REVIEW DRAWING LIST: SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WEATHERING FROST LINE DEPTH TERMITE ICE BARRIER UNDERLAYMENT REQ'T FLOOD HAZARDS C SEVERE 42" MODERATE TO HEAVY YES NO PER NFIP 2013 R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PROVIDED BY THE VILLAGE OF CROTON-ON-HUDSON, NEW YORK WIND SPEED (MPH) GROUND SNOW LOAD T-1 - TITLE SHEET AND PROJECT DATA SP-1 - SITE / PLOT PLAN & ZONING DATA D-1 - DEMO PLAN AND EXISTG PHOTOS A-0 - BASEMENT AND FOUNDATION PLAN A-1 - MAIN LEVEL PLAN A-2 - UPPER LEVEL PLAN A-3 - ROOF PLAN A-4 - FRONT ELEVATION A-5 - END ELEVATION A-6 - REAR ELEVATION A-7 - GARAGE ELEVATION 1'-0 3/4" #-# # PLAN SCALE 2020 INTERNATIONAL ENERGY CONSERVATION CODE ENERGY EFFICIENCY REQUIREMENTS FROM TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT WITH AMENDMENTS PER 'NYSTRETCH ENERGY CODE 2020' AS ADOPTED BY THE VILLAGE OF CROTON-ON-HUDSON AND CITED IN THE VILLAGE CODE, 'BUILDING CODE ADMINISTRATION' SECTION 86-7G. CLIMATE ZONE: 4A WESTCHESTER COUNTY FENESTRATION U-FACTOR ITEM U = 0.27 (MAX) PROVIDED SKYLIGHT U = 0.50 (MAX) GLAZED FENESTRATION SHGC SHGC = 0.40 (MAX) CEILING R-VALUE R-49 (MIN) WOOD FRAME WALL R-VALUE R-21 (MIN) IN STUD CAVITY OR R-20 CAVITY + 5 ci (MIN) OR R-13 CAVITY + 10 ci (MIN) MASS WALL R-VALUE R-15/20 (MIN) FLOOR R-VALUE R-30 (MIN) ** BASEMENT WALL R-VALUE R-15/19 (MIN) [CONTINUOUS/CAVITY] SLAB R-VALUE AND DEPTH R-10, 4 FT (MIN) CRAWL SPACE WALL R-VALUE R-15/19 (MIN) [CONTINUOUS/CAVITY] N O T E : THE PRESCRIPTIVE CODE REQUIREMENTS FOR THE BUILDING THERMAL ENVELOPE SHOWN ABOVE ARE FOR NEW, HABITABLE AND CONDITIONED RESIDENTIAL CONSTRUCTION ONLY. ** OR INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY AND PROVIDING NOT LESS THAN AN R-VALUE OF R-19. NEW CONSTRUCTION: ROBINSON RESIDENCE 8 NEWTON CT. CROTON-ON-HUDSON, NY W2 Z O N I N G D A T A T A B L E MUNICIPALITY: VILLAGE OF CROTON-ON-HUDSON TAX ID: 67.10-2-4.21 ZONING DISTRICT: RA-25 RA-25 REQUIREMENT: EXISTING: PROPOSED: LOT SIZE BUILDING COVERAGE % STORIES / HEIGHT FRONT YARD 25,000 SF (MINIMUM) 26,333 SF 25% (MAXIMUM) 9.55 % 2.5 STORY (MAXIMUM) / 35 FT (MAXIMUM) 2 STORY / ±26.50 FT 40 FT (MINIMUM) 28.17 FT NO CHANGE 11.49 % SIDE YARD 20 FT MINIMUM / 50 FT TOTAL NO CHANGE / 24.66 FT REAR YARD 30 FT (MINIMUM) LOT DEPTH NO CHANGE LOT WIDTH 125 FT (MINIMUM) > 250 FT NO CHANGE 150 FT (MINIMUM) 105.08 FT 48.33 FT / > 148 FT 21.29 FT 45.88 FT / > 145 FT 18.50 FT SITE / PLOT PLAN NOTES: · NEW PROPOSED DECK PROJECTS BEYOND 'BALTIC ESTATES' BUILDING LIMITS AND ALSO INTO RA-25 ZONING SETBACK AT THE REAR YARD. · EXISTING GAZEBO PROJECTS BEYOND 'BALTIC ESTATES' BUILDING LIMITS AND ALSO INTO RA-25 ZONING SETBACK AT THE FRONT YARD. ** DOUBLE ASTERISKS INDICATES REQUIREMENTS ARE AS DESCRIBED ON THE 'FINAL SUBDIVISION PLAT, BALTIC ESTATES, SCENIC DRIVE WEST, VILLAGE OF CROTON-ON-HUDSON, TOWN OF CORTLANDT, WESTCHESTER COUNTY, NEW YORK, WESTCHESTER COUNTY MAP INDEX - SHEET 185, BLOCK 9847', FILED JULY 31, 1996. PRE-EXISTING AND PROPOSED BUILDING FOOTPRINT PROPOSED AREA OF EXPANSION AT GARAGE PROPOSED AREA OF DECK OR TERRACE EXPANSION LEGEND: RATIO 0.20 (MAXIMUM) 0.12 0.13 PROJECT ADDRESS: 8 NEWTON COURT, CROTON-ON-HUDSON, NY AREA = 0.6045 ACRES ( 26,333 SQUARE FEET ) HABITABLE FLOOR AREA 1,200 SQ FT (MINIMUM) HABITABLE MAIN FLOOR AREA 880 FT (MINIMUM) 1,085 SQ FT ±1,085 SQ FT ± 3,270 SQ FT 3,402 SQ FT S 73°00'00" 273.68' N E W T O N C O U R T BUILDING LIMIT LINE AS SET FORTH BY 'BALTIC ESTATES' SUBDIVISION PLAT 26,333 SQ. FEET 0.60 ACRES S 05°12'00" W L = 3.76' R = 75.00' L = 148.96' S 71°24'00" 122.80' L = 48.56' R = 35.00' L = 27.55' FOOTPRINT OF EXISTING DECKS, TERRACE AND GAZEBO 62.17 FT 43.07 FT 18.50 FT 20.00 FT 40.00 FT 28.17 FT 33.57 FT SUBDIVISION REQUIREMENT: ** ** ** ** ** ** ** ** ** ** ** NO CHANGE PROPOSED DECK EXISTING GAZEBO PROPOSED GARAGE EXPANSION EXISTING DECK TO BE REPLACED EXISTING DECK STAIR TO BE OMITTED PLOT PLAN MAP INFORMATION OBTAINED FROM SURVEY COMPLETED BY: RALPH G. MASTROMONACO, PE PC CONSULTING ENGINEERS 13 DOVE COURT CROTON-ON-HUDSON, NY 10520 SECTION 67.10 BLOCK 2 LOT 4.21 PRE-EXISTING AND PROPOSED BUILDING FOOTPRINT S 08°03'20" 78.23' RADIAL PROPOSED FRONT PORCH EXISTING TERRACE PROPOSED TERRACE AREAS EXISTING DRIVEWAY TO REMAIN EXISTING WALK DATE: REVISIONS: REVISIONS: REVISIONS: PROJECT NUMBER: 2405-ROBINSON SITE / PLOT PLAN & ZONING DATA SP-1 17 OCTOBER 2025 EN NEW CONSTRUCTION: ROBINSON RESIDENCE 8 NEWTON CT. CROTON-ON-HUDSON, NY 3212 ROUTE 9 COLD SPRING, NY 10516 845.809.5976 OFFICE highlandsarchitecture.com Slc HIGHLANDS ARCHITECTURE 2025 C PLANNING BOARD REVIEW SP-1 SITE / PLOT PLAN 1/16" = 1' - 0" NORTH PLAN NORTH FORMER GARAGE ABOVE EXISTING FOUNDATION FOR GAZEBO ABOVE TO REMAIN EXISTING MASONRY TERRACE ABOVE TO BE MODIFIED AS REQUIRED BY PROPOSED WORK APPROX LOCATION OF PREVIOUSLY REMOVED MECHANICAL SPACE APPROX LOCATION OF PREVIOUSLY REMOVED FULL BATH APPROX LOCATION OF PREVIOUSLY REMOVED DECK ABOVE APPROX LOCATION OF PREVIOUSLY REMOVED DECK STAIR APPROX LOCATION OF PREVIOUSLY REMOVED WALKWAY ABOVE EXISTING RETAINING WALL & LANDSCAPING TO REMAIN. TO BE MODIFIED AS REQD BY PROPOSED DEMOLITION & FUTURE CONSTRUCTION CONTRACTORS TO PROVIDE TEMPORARY STRUCTURAL SUPPORT AS REQUIRED BY REMOVALS DURING DEMOLITION TO PREVENT INJURY AND TO PREVENT DAMAGE TO THE EXISTING STRUCTURE AND FINISHES THAT ARE TO REMAIN. D E M O L I T I O N L E G E N D DASHED LINES DENOTE EXISTING CONSTRUCTION TO BE DEMOLISHED OR REMOVED. CONTINUOUS LINES WITH SHADING DENOTE EXISTING CONSTRUCTION TO REMAIN. REMOVE DOOR/WINDOW AND ITS FRAME FROM OPENING. EXISTING MASONRY OPENING TO BE CLEARED FOR INSTALLATION OF NEW DOOR/WINDOW. D E M O L I T I O N K E Y N O T E S D1 N O T E S 1. ALL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE RESIDENTIAL BUILDING CODE. 2. THE GENERAL CONTRACTOR AND HIS/HER SUB-CONTRACTOR(S) SHALL CHECK AND VERIFY ALL EXISTING CONDITIONS BEFORE STARTING WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO THE START OF WORK. 3. THE GENERAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED DEPARTMENT OF BUILDING PERMITS PRIOR TO THE START OF WORK. OWNER SHALL REIMBURSE THE CONTRACTOR FOR ALL REQUIRED BUILDING, PLANNING, ZONING, HEALTH AND OTHER ASSOCIATED AGENCIES FILING AND FILING PERMITTING FEES. PERMITS MUST BE POSTED AND REMAIN VISIBLE AT THE JOBSITE AT ALL TIMES DURING CONSTRUCTION. 4. THE GENERAL CONTRACTOR AND HIS/HER SUB-CONTRACTOR(S) SHALL REVIEW ALL CONSTRUCTION DOCUMENTS AND SHALL COORDINATE THEIR WORK WITH THE WORK OF OTHER TRADES. 5. THE GENERAL CONTRACTOR SHALL COORDINATE HIS/HER WORK WITH THAT OF OTHER SUB-CONTRACTORS AND SUPPLIERS RETAINED BY THE OWNER. 6. ALL TRADES SHALL COOPERATE TO ASSURE THE STEADY PROGRESS OF ALL WORK UNDER THIS CONTRACT 7. THE CHARACTER AND SCOPE OF WORK ARE ILLUSTRATED BY THE DRAWINGS. TO INTERPRET AND EXPLAIN THE DRAWINGS, OTHER INFORMATION DEEMED NECESSARY BY HIGHLANDS ARCHITECTURE WILL BE FURNISHED TO THE CONTRACTOR WHEN AND AS REQUIRED BY THE WORK, AND IT IS TO BE UNDERSTOOD THAT THE SAID ADDITIONAL DRAWINGS ARE TO BE OF EQUAL FORCE WITH THE DRAWINGS AND SHALL BE CONSIDERED AS FORMING PART OF THESE NOTES TO WHICH THEY REFER. 8. CONTRACTOR SHALL NOT OBSTRUCT ACCESS TO ROADWAYS AT ANY TIME. 9. ALL LICENSED TRADES ARE TO CONDUCT THEIR WORK IN CONFORMANCE WITH GOVERNING BODIES HAVING JURISDICTION OVER THE SITE. 10. PROJECT/SITE ACCESS SHALL BE PROVIDED TO ARCHITECT AT ALL TIMES THROUGHOUT THE COURSE AND DURATION OF CONSTRUCTION (MONDAY - SUNDAY 7AM - 7 PM) ACCESS TIME-FRAME, TYPICAL. 11. ALL DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. PROTECT PROTECT UTILITY LINE & STUB OUT LOCATIONS TO ALLOW INSTALLATION OF FUTURE PLUMBING FIXTURES PROTECT UTILITY LINE & STUB OUT LOCATIONS TO ALLOW INSTALL- ATION OF FUTURE MECH EQUIP. D1 D1 D1 REMOVE STEEL BEAMS & POSTS TO BE REMOVED. NEATLY CUT OUT SLAB AS REQD TO REMOVE COLUMN BASES, TYP. SLAB TO BE REPAIRED BY OTHERS. REMOVE REMAINING FURRING AROUND PERIMETER REMOVE SLAB ABOVE NEIGHBORING HOME BEYOND FLOOR FRAMING & FINISH TO BE REMOVED EXISTING GAZEBO TO REMAIN EXISTING TERRACE TO REMAIN FLOOR FRAMING TO BE REMOVED STEEL BEAMS IN CLAD- DING TO BE REMOVED MISC WALL FRAMING TO BE REMOVED MISC WALL FRAMING TO BE REMOVED STEEL POSTS TO BE REMOVED. NEATLY CUT OUT SLAB AS REQD TO REMOVE COLUMN BASES, TYP. UTILITY LINE & STUB OUT TO BE PROTECTED, TYPICAL FLOOR FRAMING TO BE REMOVED STEEL BEAM IN CLADDING TO BE REM,OVED FURRING TO BE REMOVED, TYP PHOTO OF REMAINING CONSTRUCTION - LOOKING NORTH PHOTO OF REMAINING CONSTRUCTION AT FORMER MECHANICAL SPACE PHOTO OF REMAINING CONSTRUCTION ALONG FOUNDATION WALL, TYPICAL INSTALL TEMPORARY FOUNDATION BRACING ALONG THE ENTIRE EXISTING FOUNDATION PRIOR TO REMOVING EXISTING FLOOR FRAMING. THE FOUNDATION BRACING SHALL NOT BE REMOVED UNTIL THE NEW FLOOR FRAMING AND SUB-FLOORING INSTALLATION IS SUBSTANTIALLY COMPLETE. REMOVE EXISTING GARAGE FOOTINGS & FOUNDATION WALLS D1 D1 CONC SLAB TO REMAIN BLUESTONE PAVING TO REMAIN BLUESTONE PAVING TO REMAIN CONC SLAB TO REMAIN APPROX. LOCATION OF EXISTING PVC SANITARY SEWER LINE APPROX. LOCATION OF UNDERGROUND ELECTRICAL SERVICE PROTECT UNDERGROUND UTILITIES DURING DEMOLITION & CONSTRUCTION APPROX. LOCATION OF COPPER WATER SUPPLY LINE PROTECT UNDERGROUND UTILITIES DURING DEMOLITION & CONSTRUCTION EXISTING 4" PVC FOOTING DRAIN - DISCHARGES INTO CATCH BASIN EXISTING 6" PVC ROOF DRAIN - DISCHARGES INTO CATCH BASIN DATE: REVISIONS: REVISIONS: REVISIONS: PROJECT NUMBER: 2505-ROBINSON DEMOLITION PLAN & EXIST PHOTOS D-0 2 OCTOBER 2025 EN NEW CONSTRUCTION: ROBINSON RESIDENCE 8 NEWTON CT. CROTON-ON-HUDSON, NY 3212 ROUTE 9 COLD SPRING, NY 10516 845.809.5976 OFFICE highlandsarchitecture.com Slc HIGHLANDS ARCHITECTURE 2025 C PLANNING BOARD REVIEW D-0 DEMOLITION PLAN 1/4" = 1' - 0" PLAN NORTH BATH -4- MECHANICAL RECREATION FAMILY GARAGE UP EXISTING GAZEBO ABOVE UP PROPOSED MASONRY TERRACE ABOVE MODIFIED MASONRY TERRACE ABOVE EDGE OF DECK ABOVE COORDINATE DECK DEPTH W/ EXISTING STONE SLAB STEPS EDGE OF EXISTING TERRACE ABOVE SUPPORT FOR ENTRY PORCH ABOVE, TYP AT TWO (2) LOCATIONS MASONTY FNDN W STONE VENEER TO MATCH EXISTING ON GAZEBO FOUNDATION FNDN OF EXISTING GAZEBO ABOVE GROUND PIERS FOR BEDROOM BALCONY ABOVE, TYP AT TWO (2) LOCATIONS DECK POST W/ BELOW GRADE PIER & FTG OCTAGONAL DECK ABOVE FOOTPRINT TO MIRROR FOOTPRINT OF EXISTING GAZEBO REAR DECK ABOVE END DECK ABOVE CORNER OF KITCHEN ALCOVE ABOVE EXISTING RETAINING WALL & STEPS REPAIRED & MODIFIED AS REQD FOR NEW CONSTRUCTION EXISTING FRAMING REPAIRED & MODIFIED AS REQD FOR NEW CONSTRUCTION STEP FTGS PROPOSED GARAGE FNDN OUTLINE OF EXISTING GARAGE FNDN & SLAB INCREASE HEIGHT OF EXISTING FOUNDATION, TYPICAL ALONG ENTIRE FOUNDATION - SEE PLAN 1/S-0 NEW FIXTURES IN PRE-EXISTING LOCATIONS NEW DOOR IN EXISTING MASONRY OPENING 1'-4" 25'-4" 1'-4" 42'-0" 24'-8" 79'-9 1/2", VIF 24'-8" 42'-0" 13'-1 1/2", VIF 14'-0" 13'-4" 10 1/2" 5'-5", VIF 13'-0" 7'-6" 66'-8" 13'-8" 1'-8" 13'-8" 28'-0" 1'-3 1/2" VIF 14'-3 1/2", VIF 28'-0" 14'-0" 7'-6" 3'-9 1/2" VIF 3'-9 1/2" VIF 3'-9 1/2" VIF 8'-1 1/2", VIF 11" VIF 10" VIF 10" 7'-2" 1'-8" 10'-4" 1'-8" 7'-2" 4'-2" 1'-8" 5'-5" VIF 9'-0" 3'-11", VIF 7'-10" 4'-4" 4" 13'-5 1/2" NEW WINDOW IN EXISTING MASONRY OPENING NEW DOOR IN EXISTING MASONRY OPENING NEW WINDOW IN EXISTING MASONRY OPENING 14'-0" 14'-0" VIF 8'-0" VIF 3'-0" VIF 3'-0" VIF 2'-0" VIF 3'-0" VIF 4'-3" VIF 11'-4" 1'-8" 1'-8" 4'-2" STEP FTGS PROPOSED MASONRY PLATFORM ABOVE A-5 A-7 A-4 A-6 A-8 CONC SLAB TO REMAIN BLUESTONE PAVING TO REMAIN CONC SLAB TO REMAIN UP APPROX. LOCATION OF EXISTING PVC SANITARY SEWER LINE. MODIFY DRAIN LINE LOCATION AS REQD. APPROX. LOCATION OF UNDERGROUND ELECTRICAL SERVICE. MODIFY DRAIN LINE LOCATION AS REQD. PROTECT UNDERGROUND UTILITIES DURING CONSTRUCTION EXISTING 4" PVC FOOTING DRAIN - DISCHARGES INTO CATCH BASIN. MODIFY DRAIN LINE LOCATION AS REQD. EXISTING 6" PVC ROOF DRAIN - DISCHARGES INTO CATCH BASIN. MODIFY DRAIN LINE LOCATION AS REQD. PROTECT UNDERGROUND UTILITIES DURING CONSTRUCTION THE EXISTING CONCRETE FOUNDATION HAS BEEN EVALUATED BY THE DESALVO ENGINEERING GROUP (TDEG). RESTORATION OF THE SUPER STRUCTURE TO THE PREVIOUS DIMENSIONS IS RECOMMENDED PER TDEG'S FINDINGS AS PRESENTED IN A LETTER DATED SEPTEMBER 17, 2025 FROM TDEG TO HIGHLANDS ARCHITECTURE, PPLC. (REFERENCE TDEG PRO-ECT NO. M25170.00) APPROX. LOCATION OF COPPER WATER SUPPLY LINE, MODIFY LINE LOCATION AS REQD PROTECT UNDERGROUND UTILITIES DURING CONSTRUCTION NEW WINDOW IN EXISTING MASONRY OPENING DATE: REVISIONS: REVISIONS: REVISIONS: PROJECT NUMBER: 2505-ROBINSON BASEMENT AND FOUNDATION PLAN A-0 17 OCTOBER 2025 JK, EN NEW CONSTRUCTION: ROBINSON RESIDENCE 8 NEWTON CT. CROTON-ON-HUDSON, NY 3212 ROUTE 9 COLD SPRING, NY 10516 845.809.5976 OFFICE highlandsarchitecture.com Slc HIGHLANDS ARCHITECTURE 2025 C PLANNING BOARD REVIEW A-0 BASEMENT AND FOUNDATION PLAN 1/4" = 1' - 0" PLAN NORTH KITCHEN NEW MASONRY FINISH ON EXISTING TERRACE GARAGE POWDER PANTRY FOYER LIVING 14'-0", VIF 1'-4" 25'-4" 1'-4" 42'-0" 24'-8" 80'-4" 24'-8" 42'-0" 13'-8" 14'-0" 14'-0" 14'-0" 9'-0" 13'-4" 7'-4" DN UP DN DN DINING MUD RM ±9'-0" 66'-8" 13'-10" 14'-4" 13'-10" 14'-0", VIF 3'-6", VIF 7'-0", VIF 3'-6", VIF 14'-0", VIF 28'-0" 9'-0" 2'-4" 9'-0" 2'-6" 2'-6" VIF 5'-8" 5'-0" 14'-10" 28'-0" 14'-0" 7'-4" 7'-6" 2'-4" 4'-8" 4'-4" 8'-0" 8'-0" 4'-4" 10'-1", VIF 6'-8" 6'-8" LINE OF BALCONY ABOVE COORDINATE DEPTH OF NEW DECK WITH EXISTING STONE SLAB LANDSCAPE STEPS 6'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 6'-4" 4'-2" LANDING TO BASEMENT DN DN DN SUPPORT FOR PROPOSED ENTRY PORCH. PROVIDE FTGS AS REQD. REMOVE & REPLACE EXISTING TERRACE STONE AS REQD ALONG NEW PLATFORM & AT PORCH SUPPORTS. TYP AT TWO LOCATIONS. OVERHANG OF PRIMARY BEDROOM ABOVE EXISTING GAZEBO TO REMAIN MODIFY EXISTING WALK TO DRIVEWAY AS REQD AT NEW TERRACE AREA DN DN NEW MASONRY PLATFORM ENTRY PORCH BED ROOM BALCONY ABOVE OVERHANG OF PORCH ABOVE 9'-3" ISLAND DN REAR DECK NEW DECKING & RAILING ON EXISTING FRAMING, ALSO SEE PLAN 1/A-0 OCTAGONAL DECK 5/4x6 PRE-GROOVED 'TIMBER TECH' DECKING AS (AZEK) ADVANCED PVC W/ PRE-GROOVED WITH CONCEALED FASTENER SYSTEM. COLOR: SHALL BE 'WEATHERED TEAK' CABLE RAILING BY 'ATLANTIS RAIL', 'SPECTRUM' SYSTEM A-5 A-7 A-4 A-6 5'-3" 5'-8" SUPPORT FOR PROPOSED BALCONY. SEE A-0 FOR PIERS BELOW. TYP AT TWO LOCATIONS. 3'-8" 11'-0" DN OPEN TO ABOVE FOOTPRINT TO MIRROR FOOTPRINT OF EXISTING GAZEBO EXISTING RETAINING WALL & LANDSCAPING TO REMAIN OFFICE 10'-8", VIF 2'-10" VIF NEW TERRACE AREA TO MATCH EXISTING ADD STEPS AS REQD NEW FRAMING, DECKING & RAILING ON EXISTING SUPPORTS, DECKING TO ALIGN WITH TOP OF GARAGE SLAB. ALSO SEE PLAN 1/A-0. G E N E R A L C O N S T R U C T I O N N O T E S 1. ALL DIMENSIONS ARE TO FACE OF FRAMING, U.O.N. 2. DOOR AND WINDOW LOCATION DIMENSIONS ARE TO UNIT CENTERLINE, U.O.N. 3. PROVIDE ALL BLOCKING AS REQUIRED BY NEW YORK STATE BUILDING CODE AND FOR INSTALLATION OF ACCESSORIES. 4. ALL BATHROOM PLUMBING FIXTURES AND PLUMBING TRIM SHALL BE SELECTED AND PROVIDED BY THE OWNER AND INSTALLED BY THE CONTRACTOR. 5. ALL FINISH SAMPLES TO BE PROVIDED BY CONTRACTOR AND SHALL BE SELECTED BY THE ARCHITECT TYPICAL. 6. SEE SHEET 'E' SHEETS FOR ELECTRICAL AND LIGHTING LAYOUTS AND NOTES. COORDINATE FRAMING AS REQUIRED. 7. ALSO SEE GENERAL NOTES ON SHEET T-1. 8. MECHANICAL SYSTEM DESIGN BY OTHERS. 9. ELECTRICAL SYSTEM DESIGN BY OTHERS. 4'-11", VIF 12'-6" NEW CONSTRUCTION: ROBINSON RESIDENCE 8 NEWTON CT. CROTON-ON-HUDSON, NY 3212 ROUTE 9 COLD SPRING, NY 10516 845.809.5976 OFFICE highlandsarchitecture.com Slc HIGHLANDS ARCHITECTURE 2025 C PLANNING BOARD REVIEW DATE: REVISIONS: REVISIONS: REVISIONS: PROJECT NUMBER: 2505-ROBINSON MAIN LEVEL PLAN A-1 17 OCTOBER 2025 JK, EN A-1 MAIN LEVEL PLAN 1/4" = 1' - 0" PLAN NORTH GUEST BEDROOM -4- PRIMARY BEDROOM -1- STAIR LAUNDRY D W BALCONY DRESSING 42'-0" 6'-2" 12'-4" 6'-2" 9'-3" 9'-3" 10'-6" 13'-0" 66'-8" 24'-8" 10'-7" 13'-3" 8'-3" 7'-6" 29'-0" 2'-8" 4'-0 1/2" 4'-2 1/2" 3'-10" 3'-8" 42'-0" 6'-2" 6'-2" 7'-9" 10'-6" 9'-3" 9'-3" 5'-3" 66'-8" 24'-8" 6'-2" 6'-2" 2'-0" 3'-7 5/8" 2'-6 1/2" 2'-6 1/2" 29'-0" 4'-11 1/2" 4'-11 1/2" 13'-0" 4'-9" 3'-6" 4'-9" HALL PRIMARY BATH -1- BATH -2- BEDROOM -2- DN DN W.I.C. DN BEDROOM -3- BATH -3- EXTERIOR FACE OF WALL BELOW 11:12 11:12 11:12 11:12 LINE OF ROOF ABOVE 4'-6" ROOF OVER ENTRY BELOW EXTERIOR FACE OF WALL BELOW LINE OF ROOF ABOVE ROOF OVER KITCHEN ALCOVE BELOW EXISTING GAZEBO ROOF GUTTER - SEE ROOF PLAN GUTTER - SEE ROOF PLAN 3'-0" 3'-2" 3'-0" 3'-2" 1'-0" GUTTER - SEE ROOF PLAN EDGE OF ROOF ABOVE 5/4x6 PRE-GROOVED 'TIMBER TECH' DECKING AS (AZEK) ADVANCED PVC W/ PRE-GROOVED WITH CONCEALED FASTENER SYSTEM. COLOR: SHALL BE 'WEATHERED TEAK' CABLE RAILING BY 'ATLANTIS RAIL', 'SPECTRUM' SYSTEM A-5 A-7 A-4 A-6 12'-4" GUTTER - SEE ROOF PLAN FACE OF WALL BELOW NEW CONSTRUCTION: ROBINSON RESIDENCE 8 NEWTON CT. CROTON-ON-HUDSON, NY 3212 ROUTE 9 COLD SPRING, NY 10516 845.809.5976 OFFICE highlandsarchitecture.com Slc HIGHLANDS ARCHITECTURE 2025 C PLANNING BOARD REVIEW DATE: REVISIONS: REVISIONS: REVISIONS: PROJECT NUMBER: 2505-ROBINSON UPPER LEVEL PLAN A-2 17 OCTOBER 2025 JK, EN A-2 UPPER LEVEL PLAN 1/4" = 1' - 0" PLAN NORTH 11:12 11:12 11:12 11:12 3:12 3:12 5:12 5:12 11:12 11:12 11:12 11:12 BED ROOM BALCONY BELOW ROOF OVER ENTRY BELOW ROOF OVER KITCHEN ALCOVE BELOW 5:12 5:12 CROSS RIDGE GARAGE RIDGE MAIN RIDGE LOW RIDGE R O O F N O T E S 1. SEE MANUFACTURERS DETAILS AND INSTALLATION INSTRUCTIONS TYPICAL FOR ALL SHINGLES, METAL ROOFING, UNDERLAYMENTS, FLASHINGS AND ANY AND ALL ASSOCIATED ROOFING COMPONENTS AND ACCESSORIES, TYPICAL. 2. TYPICAL SHINGLE ROOFING SYSTEM SHALL BE CERTAINTEED 'INTEGRITY SYSTEM, 'LANDMARK PRO' SERIES SHINGLES. COLOR TO BE "MAX DEF GEORGETOWN GRAY" OR "MAX DEF GRANITE GRAY". INSTALL PER MANUFACTURER'S SPECIFICATION. CONTRACTOR TO PROVIDE SAMPLE FOR REVIEW AND APPROVAL PRIOR TO ORDERING. 3. ROOFING UNDERLAYMENT SHALL BE 'CERTAINTEED' RoofRunner' LIGHTWEIGHT SYNTHETIC UNDERLAYMENT, TYPICAL. 4. TYPICAL METAL ROOFING SYSTEM SHALL BE MECHANICALLY SEAMED, STANDING SEAM METAL ROOFING SYSTEM - DREXEL DMC 100SS WITH 17" PAN PROFILE TYPICAL. COLOR SHALL BE "CHARCOAL" #614428. 5. PROVIDE DOUBLE ROW OF SNOW GUARDS AT ALL METAL ROOFS. SNOW GUARD SYSYEM AND COLOR TO BE DETERMINED 6. ROOF SHEATHING SHALL BE 3/4" EXTERIOR-GRADE PLYWOOD, OR BETTER. INSTALL PER ROOFING MANUFACTURER'S SPECIFICATION. CONTRACTOR TO PROVIDE SAMPLE FOR REVIEW AND APPROVAL PRIOR TO ORDERING. 7. ICE AND WATER BARRIER SHALL BE 'VYCOR' SELF-ADHEREING ROOFING UNDERLAYMENT AS SUPPLIED BY 'W.R. GRACE' OR APPROVED EQUAL, AND SHALL BE WHERE REQUIRED AND SHALL CONFORM WITH THE REQUIREMENTS SET OUT IN THE NOTES BELOW. 8. PROVIDE ICE AND WATER BARRIER ALONG ALL ROOF EDGES TO AT LEAST 3 FEET UP FROM INTERIOR FACE OF EXTERIOR WALLS. 9. PROVIDE 36" ICE AND WATER BARRIER ALONG EACH SIDE OF ALL VALLEYS. 10. AT ROOF-WALL INTERSECTIONS PROVIDE CONTINUOUS ICE AND WATER MEMBRANE UP WALL 12" AND INSTALL METAL STEP FLASHING WOVEN INTO ROOFING. 11. PROVIDE GUTTERS ALONG ALL EAVES, UNLESS OTHERWISE NOTED. GUTTERS SHALL BE 6" SEAMLESS, 'K' STYLE, ROLL-FORMED GALVALUME TO MATCH 'ENGLERT' "STONE WHITE" TYPICAL. LEADERS SHALL BE 3" DIAMETER SMOOTH ROUND GALVALUME TO MATCH 'ENGLERT' "STONE WHITE" TYPICAL. 12. DRIP EDGE SHALL BE 2" HIGH x 4" WIDE AT ALL ROOF TO FASCIA CONNECTIONS. ALL DRIP EDGE TO BE 0.050 GALVALUME OR APPROVED EQUAL. COLOR TO MATCH 'DREXEL METALS' "CHARCOAL" 614428 UNLESS OTHERWISE NOTED.. 13. ALL EXPOSED ROOF FLASHING SHALL BE GALVALUME FINISH TO MATCH 'DREXEL METALS' "CHARCOAL" 614428 UNLESS OTHERWISE NOTED. 14. WALL FLASHING SHALL BE GALVALUME FINISH TO MATCH ADJACENT FINISHES, UNLESS OTHERWISE NOTED. 15. ALL ROOFING MATERIAL SUBSTITUTIONS AND SUGGESTED ALTERNATIVES MUST BE PRESENTED TO ARCHITECT IN WRITING FOR REVIEW AND APPROVAL PRIOR TO ORDERING, FABRICATING AND/OR INSTALLING. BELOW EXISTING GAZEBO EXISTING ROOFING TO REMAIN CHIMNEY FOR WOOD-BURNING FIREPLACE W/ ARCHITECTURAL CRICKET W/ METAL ROOFING - ALSO SEE FRONT ELEVATION ON SHEET A-4 GUTTER - LEADER LOCATIONS TBD GUTTERS - LEADER LOCATIONS TBD GUTTERS - LEADER LOCATIONS TBD NO GUTTER AT DORMER NO GUTTER AT DORMER GUTTER - LEADER LOCATIONS TBD A-5 A-7 A-4 A-6 GUTTER - LEADER LOCATIONS TBD NEW CONSTRUCTION: ROBINSON RESIDENCE 8 NEWTON CT. CROTON-ON-HUDSON, NY 3212 ROUTE 9 COLD SPRING, NY 10516 845.809.5976 OFFICE highlandsarchitecture.com Slc HIGHLANDS ARCHITECTURE 2025 C PLANNING BOARD REVIEW DATE: REVISIONS: REVISIONS: REVISIONS: PROJECT NUMBER: 2505-ROBINSON ROOF PLAN A-3 17 OCTOBER 2025 JK, EN A-3 ROOF PLAN 1/4" = 1' - 0" PLAN NORTH EXISTING BASEMENT SLAB EL. = 0'-0" FIRST FLOOR SUB-FLOOR EL. = 11'-3 3/4" 11'-3 3/4" 10'-2" SECOND FLOOR SUB-FLOOR EL. = 21'-5 3/4" 8'-1 1/4" T/O FRAMING PLATE TYPICAL EL. = 29'-7" ±9'-4" MAIN RIDGE EL. = ±38'-11" 2'-0" CHIMNEY EL. = ±40'-11" ±4'-1" BEDRM -3- SUB-FLOOR EL. = 20'-5 3/4" ±8'-1" LANDING EL. = ±16'-4 3/4" 8'-3 3/4" GARAGE SLAB EL. = 8'-3 3/4" BASEMENT SLAB EL. = 0'-0" GARAGE RIDGE EL. = ±33'-2 1/2" ±12'-8 3/4" NO GUTTER AT DORMERS, TYP. SIDING TYPE #2 - 'HARDIE-PANEL' FIBER-CEMENT AS SUPPLIED BY 'JAMES HARDIE' W/ APPLIED VERTICAL BATTENS AT 16" O.C.. SURFACE FINISH SHALL BE 'SMOOTH'. SIDING SHALL BE FACTORY FINISHED W/ 'COLORPLUS'; COLOR: TBD. SEE SHEET A-8 FOR WINDOW INFO, TYP. SOFFITS SHALL BE 1x4 T&G WESTERN RED CEDAR W/ PPG 'PROLUXE CETOL SRD', TRANSPARENT MATTE FINISH. SIDING TYPE #2 TYP EXTERIOR TRIM - 5/4x4 & 5/4x6 "POLY- ASH" PRIMED & PAINTED. COLOR SHALL BE 'WHITE' TYP. [ALTERNATE #1 "AZEK"] EXTERIOR PANELS & WATERTABLES TO BE CEMENTITIOUS COMPOSITE PRODUCTS ('HARDIE-PANEL' & 'BORAL' 'TRU-EXTERIOR' POLYASH TRIM, PRIMED & PAINTED) NEW FNDN AT GARAGE (EXISTING FNDN TO BE REMOVED) EXISTING FOUNDATION W/ 12" CONC ADDED TO TOP OF WALL OUTLINE OF PROPOSED PIERS OUTLINE OF EXISTING FNDN NEW MASONRY PLATFORM EXTENDED TERRACE SIDING TYPE #1 - #1 GRADE "PERFECTION" WESTERN RED SHINGLES W/ 'PPG PROLUXE CETOL SRD' WOOD FINISH, TRANSPARENT MATTE, 5" EXPOSURE SIDING TYPE #3 - 'HARDIE-PLANK' FIBER- CEMENT AS SUPPLIED BY 'JAMES HARDIE' HORIZ 'LAP' SIDING 7 1/4" W/ 6" EXPOSURE. SURFACE FINISH SHALL BE 'SMOOTH'. SIDING SHALL BE FACTORY FINISHED W/ 'COLORPLUS'; COLOR: 'PEARLY GRAY'. GARAGE RIDGE CROSS RIDGE LOW RIDGE HIGH RIDGE CHIMNEY, SIDING TYPE #1 METAL ROOFING ON ARCHITECTURAL CRICKET METAL ROOFING ON WINDOW TRIM SIDING TYPE #2 OUTLINE OF EXISTING GAZEBO RAILING BEYOND AT END DECK - CABLE RAILING BY 'ATLANTIS RAIL', 'SPECTRUM' SYSTEM OUTLINE OF EXISTING GAZEBO FNDN OVERHANG BEDROOM BALCONY CABLE RAILING BY 'ATLANTIS RAIL', 'SPECTRUM' SYSTEM NEW FNDN & FTGS TO BE PINNED TO EXISTING SEE PLAN 1/S-0 FOR ADDL INFO BLDG HGT - ABOVE GRADE AT FRONT YARD EL. = 24'-8" DATE: REVISIONS: REVISIONS: REVISIONS: PROJECT NUMBER: 2505-ROBINSON FRONT ELEVATION A-4 17 OCTOBER 2025 JK, EN NEW CONSTRUCTION: ROBINSON RESIDENCE 8 NEWTON CT. CROTON-ON-HUDSON, NY 3212 ROUTE 9 COLD SPRING, NY 10516 845.809.5976 OFFICE highlandsarchitecture.com Slc HIGHLANDS ARCHITECTURE 2025 C PLANNING BOARD REVIEW A-4 FRONT ELEVATION - SOUTH 1/4" = 1' - 0" BASEMENT SLAB EL. = 0'-0" FIRST FLOOR SUB-FLOOR EL. = 11'-3 3/4" 11'-3 3/4" ENTRY PORCH GUTTER & LEADERS NOT SHOWN HIGH RIDGE CHIMNEY, SIDING TYPE #1 GUTTER & LEADERS NOT SHOWN SIDING TYPE #2 EXISTING GAZEBO FNDN STONE VENEER TO MATCH EXISTING AT GAZEBO EXTEND EXISTING FNDN FOR NEW DECK SUPPORT EXISTING FOUNDATION W/ 12" CONC ADDED TO TOP OF WALL - SEE DETAIL 6/S-3 OUTLINE OF EXISTING LANDSCAPE STEPS FNDN FOR DECK SUPPORT FNDN FOR BALCONY PIERS NEW WINDOW IN EXISTING MASONRY OPENING ALUM CLAD DOOR SEE SHEET A-8 SIDING TYPE #3 OUTLINE OF EXISTING GAZEBO KITCHEN ALCOVE BEYOND GUTTER & LEADERS NOT SHOWN BEDROOM BALCONY OCTAGONAL DECK CABLE RAILING BY 'ATLANTIS RAIL', 'SPECTRUM' SYSTEM STEPS TO DECK 10'-2" SECOND FLOOR SUB-FLOOR EL. = 21'-5 3/4" 8'-1 1/4" T/O FRAMING PLATE TYPICAL EL. = 29'-7" ±9'-4" MAIN RIDGE EL. = ±38'-11" 2'-0" CHIMNEY EL. = ±40'-11" DATE: REVISIONS: REVISIONS: REVISIONS: PROJECT NUMBER: 2505-ROBINSON END ELEVATION A-5 17 OCTOBER 2025 JK, EN NEW CONSTRUCTION: ROBINSON RESIDENCE 8 NEWTON CT. CROTON-ON-HUDSON, NY 3212 ROUTE 9 COLD SPRING, NY 10516 845.809.5976 OFFICE highlandsarchitecture.com Slc HIGHLANDS ARCHITECTURE 2025 C PLANNING BOARD REVIEW A-5 END ELEVATION - EAST 1/4" = 1' - 0" NEW DECKING & RAILING ON EXISTING FRAMING. MODIFY AS REQD BY HIGHER TOP OF FNDN SECOND FLOOR SUB-FLOOR EL. = 21'-5 3/4" GARAGE SLAB EL. = 8'-3 3/4" BASEMENT SLAB EL. = 0'-0" SIDING TYPE #2 GUTTERS & LEADERS NOT SHOWN FOR CLARITY. SOFFITS SHALL BE 1x4 T&G WESTERN RED CEDAR W/ PPG 'PROLUXE CETOL SRD', TRANSPARENT MATTE FINISH. TYP EXTERIOR TRIM - 5/4x4 & 5/4x6 "POLY- ASH" PRIMED & PAINTED. COLOR SHALL BE 'WHITE' TYP. [ALTERNATE #1 "AZEK"] EXTERIOR PANELS & WATERTABLES TO BE CEMENTITIOUS COMPOSITE PRODUCTS ('HARDIE-PANEL' & 'BORAL' 'TRU-EXTERIOR' POLYASH TRIM, PRIMED & PAINTED) NEW FNDN AT GARAGE (EXISTING FNDN TO BE REMOVED) BASEMENT SLAB EL. = 0'-0" FIRST FLOOR SUB-FLOOR EL. = 11'-3 3/4" 11'-3 3/4" 10'-2" 8'-1 1/4" T/O FRAMING PLATE TYPICAL EL. = 29'-7" ±9'-4" MAIN RIDGE EL. = ±38'-11" 2'-0" CHIMNEY EL. = ±40'-11" 8'-3 3/4" 12'-2" BEDROOM -3- SUB-FLOOR EL. = 20'-5 3/4" ±12'-8 3/4" GARAGE RIDGE EL. = ±33'-2 1/2" LOW RIDGE HIGH RIDGE CROSS RIDGE NO GUTTER AT DORMERS GABLE, SIDING TYPE #1 CHIMNEY, SIDING TYPE #1 METAL ROOFING ON ARCHITECTURAL CRICKET GUTTER NOT SHOWN SIDING TYPE #2 BEDROOM BALCONY CABLE RAILING BY 'ATLANTIS RAIL', 'SPECTRUM' SYSTEM EXISTING GAZEBO BEYOND OCTAGONAL DECK CABLE RAILING BY 'ATLANTIS RAIL', 'SPECTRUM' SYSTEM FNDN FOR DECK SUPPORT FNDN FOR BALCONY PIERS BEYOND NEW DOOR IN EXISTING MASONRY OPENING KITCHEN ALCOVE W/ METAL ROOFING, GUTTER & LEADERS NOT SHOWN EXISTING FOUNDATION W/ 12" CONC ADDED TO TOP OF WALL - SEE DETAIL 6/S-3 NEW WINDOW IN EXISTING MASONRY OPENING NEW WINDOW IN EXISTING MASONRY OPENING NEW DOOR IN EXISTING MASONRY OPENING EXISTING POST EXISTING LANDSCAPE STEPS EXISTING RETAINING WALL DATE: REVISIONS: REVISIONS: REVISIONS: PROJECT NUMBER: 2505-ROBINSON REAR ELEVATION A-6 17 OCTOBER 2025 JK, EN NEW CONSTRUCTION: ROBINSON RESIDENCE 8 NEWTON CT. CROTON-ON-HUDSON, NY 3212 ROUTE 9 COLD SPRING, NY 10516 845.809.5976 OFFICE highlandsarchitecture.com Slc HIGHLANDS ARCHITECTURE 2025 C PLANNING BOARD REVIEW A-6 REAR ELEVATION - NORTH 1/4" = 1' - 0" BASEMENT SLAB EL. = 0'-0" FIRST FLOOR SUB-FLOOR EL. = 11'-3 3/4" 8'-3 3/4" 5'-1" SECOND FLOOR SUB-FLOOR EL. = 21'-5 3/4" ±11'-8 3/4" ±3'-0 1/2" ±1'-10" ±10 1'-0" BEDROOM -3- SUB-FLOOR EL. = 20'-5 3/4" LANDING EL. = 16'-4 3/4" ±4'-1" GARAGE SLAB EL. = 8'-3 3/4" 3'-0" GARAGE RIDGE EL. = ±33'-2 1/2" CROSS RIDGE EL. = ±34'-0 1/2" LOW RIDGE EL. = ±37'-1" MAIN RIDGE EL. = ±38'-11" 2'-0" CHIMNEY EL. = ±40'-11" OUTLINE OF CROSS ROOF BEYOND NO GUTTER AT DORMERS, TYP. (GUTTERS & LEADERS NOT SHOWN FOR CLARITY.) SIDING TYPE #2 SIDING TYPE #3 ENTRY PORCH BEYOND NEW FNDN FOR ENTRY PORCH SUPPORT EXISTING FOUNDATION BEYOND W/ 12" CONC ADDED TO TOP OF WALL - SEE DETAIL 6/S-3 NEW FNDN AT GARAGE (EXISTING FNDN TO BE REMOVED) EXISTING GAZEBO BEYOND NEW MASONRY PLATFORM KITCHEN ALCOVE BEYOND GUTTER & LEADERS NOT SHOWN CABLE RAILING BY 'ATLANTIS RAIL', 'SPECTRUM' SYSTEM OCTAGONAL DECK BEYOND GARAGE OVERHEAD DOORS, 'RESERVE WOOD LIMITED EDITION' SERIES AS SUPPLIED BY 'CLOPAY'. SEE SHEET A-8 FOR ADDL INFO DATE: REVISIONS: REVISIONS: REVISIONS: PROJECT NUMBER: 2505-ROBINSON GARAGE ELEVATION A-7 17 OCTOBER 2025 JK, EN NEW CONSTRUCTION: ROBINSON RESIDENCE 8 NEWTON CT. CROTON-ON-HUDSON, NY 3212 ROUTE 9 COLD SPRING, NY 10516 845.809.5976 OFFICE highlandsarchitecture.com Slc HIGHLANDS ARCHITECTURE 2025 C PLANNING BOARD REVIEW A-7 GARAGE ELEVATION - WEST 1/4" = 1' - 0"