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site plan 7 pages

Also attached to this agenda item: 2024-01-10 HanniganSyrek weeHouse Alchemy dwgs 1 21-22 Site Plan 1-11-2024 FULL SET DOTS Engineering Review 3.29.2023 Email Chain from Town of Cortlandt Email from Tim Miller Associates on trees Letter of submission to planning 1-11-24 tree cutting permit complete 6-7-23

X ISSUED NOT ISSUED DRAWING INDEX # SHEET NAME X 0.0 TITLE SHEET X 0.1 SITE + ROOF PLAN X 1.0 GROUND LEVEL PLAN X 1.1 SECOND LEVEL PLAN X 2.0 EXTERIOR ELEVATIONS X 2.1 EXTERIOR ELEVATIONS Hannigan-Syrek weeHouse 52 UPLAND LANE CROTON-ON-HUDSON, NY 10520 WESTCHESTER COUNTY PROJECT TEAM: 651.251.7570 TOM HANNIGAN AND CARREE SYREK 57 CANNON ST, UNIT 320 POUGHKEEPSIE, NY 12601 347.260.0458 GENERAL CONTRACTOR: MATTHEW CARROLL CUSTOMWORKS BUILDING AND REMODELING INC 300 MT AIRY ROAD WEST CROTON, NY 10520 914.382.7792 DESIGNER: ALCHEMY, LLC PM: MARCY CONRAD NUTT 856 RAYMOND AVE, SUITE G SAINT PAUL, MN 55114 651.647.6650 STRUCTURAL ENGINEER: ERA STRUCTURAL ENGINEERING PM: JOHN MADDEN 2550 UNIVERSITY AVE WEST, STE 423-S SAINT PAUL, MN 55114 651.251.7570 PROJECT DATA: PARCEL 2: 7.0625 ACRES PARCEL 3: 0.7520 ACRES BUILDING SIZE: + 1650 GSF GROUND LEVEL + 575 GSF SECOND LEVEL 2225 TOTAL AREA, BOTH LEVELS + 760 GSF GARAGE + 125 SF LOWER DECK AND STEPS + 40 SF ROOF DECK BEDROOMS: BATHROOMS ABBREVIATIONS AFF ABOVE FINISH FLOOR ALT ALTERNATE ARCH ARCHITECTURE ASF ABOVE SUBFLOOR B/O BOTTOM OF CLG CEILING DEMO DEMOLITION DW DISHWASHER EQ EQUAL ERV ENERGY RECOVERY VENTILATOR GC GENERAL CONTRACTOR GWB GYPSUM BOARD HVAC HEATING VENTILATION AIR CONDITIONING HRV HEAT RECOVERY VENTILATOR MIN MINIMUM NOM NOMINAL NTS NOT TO SCALE SD SMOKE DETECTOR SF SQUARE FEET SOG SLAB ON GRADE SPEC SPECIFICATION DOCUMENT T/O TOP OF TYP TYPICAL UNO UNLESS NOTED OTHERWISE VIF VERIFY IN FIELD W/D WASHER / DRYER WH WATER HEATER GENERAL CONDITIONS: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ALL DIMENSIONS AND CONDITIONS ON THE JOB, FIELD VERIFY ALL DIMENSIONS FOR EXISTING WORK PRIOR TO EXECUTION OF NEW CONSTRUCTION AND NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 2. CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF THEY CANNOT COMPLY WITH THE WORK CALLED FOR IN THE DRAWINGS. THE CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE ARCHITECT ON ANY DISCREPANCIES THAT OCCUR BETWEEN THE PLANS, NOTES, SPECIFICATIONS, BEFORE STARTING WORK. 3. CONTRACTOR SHALL PERFORM DECONSTRUCTION AS REQUIRED TO ACCOMMODATE NEW WORK. ANY DECONSTRUCTION THAT REQUIRES REFINISHING OF DISTURBED SURFACES TO MATCH NEW OR OLD WORK, SHALL BE CONSIDERED PART OF THE CONTRACTOR'S SCOPE OF WORK. 4. EXISTING MATERIALS AND ASSEMBLIES ARE TO BE PROTECTED FROM DAMAGE DURING CONSTRUCTION AS REQUIRED. ANY DAMAGE THAT DOES OCCUR SHALL BE BROUGHT TO THE LEVEL OF FINISH AS PART OF THE SCOPE OF CONSTRUCTION WORK. 5. ALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFORM TO THE CODE REQUIREMENTS OF THE JOB, WHETHER OR NOT SPECIFIED IN THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSPECTIONS OF THEIR WORK. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FIT AND FINISH DUE TO POOR WORKMANSHIP OR DEFECTIVE MATERIAL WHICH OCCURS WITHIN A PERIOD OF 2 YEARS FROM THE SUBSTANTIAL COMPLETION OF THE JOB. 7. THE CONTRACTOR IS RESPONSIBLE FOR ALL WASTE REMOVAL THAT IS A BYPRODUCT OF THEIR WORK. 8. NO CHANGES OR SUBSTITUTIONS TO THE WORK SHALL BE MADE WITHOUT THE APPROVAL OF THE OWNER AND THE ARCHITECT. FAILURE TO OBTAIN THIS APPROVAL SHALL CAUSE THE CONTRACTOR TO ASSUME FULL RESPONSIBILITY FOR THE SUBSEQUENT MODIFICATION OF THE WORK REQUIRED BY THE OWNER OF ANY REGULATORY AUTHORITY. 9. THE CONTRACTOR SHALL MAINTAIN A FULL SET OF PLANS AND SPECIFICATIONS ON THE JOB SITE FOR USE BY ALL TRADES DURING CONSTRUCTION. 10. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR SAFETY PROCEDURES AND PROGRESS IN CONJUNCTION WITH THE WORK. NO WARRANTIES NOR MERCHANTIBILITY OF FITNESS, NOR SPECIFIC USE IS EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. GENERAL NOTES: 1. ALL DIMENSIONS ARE AS FOLLOWS, U.N.O. NEW WORK IS ASSUMED TO ALIGN WITH EXISTING WORK U.N.O. EXISTING CONSTRUCTION: FACE OF EXISTING WORK. EXTERIOR WALLS: TO FACE OF STUDS INTERIOR WALLS: TO FACE OF STUDS FOR FRAMING MASONRY: FACE OF MASONRY. 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL FLASHINGS, MATERIAL TOLERANCE AND GAPPING ACCORDING TO THE ACCEPTED STANDARD OF PROFESSIONAL CARE, EVEN IF THOSE ITEMS ARE NOT EXPLICITLY SHOWN IN THE PLANS. NEW CONSTRUCTION: SINGLE FAMILY DWELLING SECOND LEVEL GROUND LEVEL WOOD DECK AND STEPS DOWN TO LANDSCAPED GROUND BELOW 30" ABOVE FINISHED GRADE = NO GUARDRAIL NEEDED GROUND LEVEL OF HOUSE: OVER ENCAPSULATED CRAWLSPACE GARAGE: SLAB ON GRADE CONSTRUCTION SMALL ROOF DECK AT SECOND LEVEL OPEN STUDIO + OFFICE SPACE FLAT ROOF CONSTRUCTION COVERED BY TAPERED INSULATION AND EPDM ROOFING MEMBRANE OPEN ENTRANCE COURTYARD MECHANICAL ROOM OPENING AT STAIR FLAT ROOF CONSTRUCTION COVERED BY TAPERED INSULATION AND EPDM ROOFING MEMBRANE BAR GRATE LANDING: TOP OF STAIRS FOR PLANNING BOARD REVIEW 1 / 10 / 2024 W G G G G 42 G 42 G G G 42 UP G 42 7.3 7.1 7.1 7.1 7.2 7.2 7.2 7.3 TL3 WDFLR RES1 WDFLR TL6 WDFLR TL5 7.3 D . W . G HORZ 32 DW G HORZ 40 G HORZ 40 MICRO REF CKTP VTHD OVEN BIDET DIM DIM DIM DIM DIM G HORZ 42 W D DIM 3 FP BIDET DOOR SINK HEAT PUM P W H RES1 G 42 ERV HP FLR GRATE WDFLR SITE PLAN 1:1000 STONE WALL DRIVEWAY EXISTING DWELLING: NEIGHBOR STONE WALL STONE WALL TOWN OF CORTLANDT TOWN OF CORTLANDT VILLAGE OF CORTON-ON-HUDSON MAIN HOUSE GARAGE 45' REAR YARD SETBACK PROPERTY LINE PROPERTY LINE PROPERTY LINE 30'-0" SIDE YARD SETBACK LINE NEW DRIVEWAY NEW SEPTIC NEW DRIVEWAY NEW WELL EXISTING DWELLING: NEIGHBOR 0.1 HUDSON RIVER LOCATION MAP EXTERIOR PERSPECTIVE 32.16° EXTERIOR PERSPECTIVE PROJECT DESCRIPTION: NEW TWO-STORY SINGLE FAMILY HOME WITH ATTACHED GARAGE INTERIOR CONDITIONED SPACE OF HOME = _____SF THIS PROJECT WILL COMPLY WITH NEW YORK STATE STRETCH ENERGY CODE. CLIMATE ZONE 4A APPLICABLE CODE: - 2020 RESIDENTIAL CODE OF NEW YORK STATE [2018 IRC WITH AMENDMENTS] - 2020 ECCCNYS: ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE - RESIDENTIAL PROVISIONS [NY STRETCH CODE 2020] SCALE: DATE: 1:1000 52 Upland Lane Croton-on-Hudson, NY 10520 0.0 TITLE SHEET ISSUE ALCHEMY LLC 856 RAYMOND ST PAUL, MN 55114 651.647.6650 DESCRIPTION DATE IF PRINTED ON 24X36 1" MARGIN LEFT BLANK IF PRINTED ON 24X36 REVISION # DATE GENERAL CONTRACTOR STRUCTURAL ENGINEER Hannigan-Syrek weeHouse Customworks Building and Remodeling, Inc 300 Mt Airy Road West Croton, NY 10520 914.382.7792 ERA Structural Engineering 2550 University Ave W Suite 423-S St Paul, MN 55114 651.251.7570 DESIGNER PLANNING BD MEETING 1/10/24 W G G G G 42 G 42 G G G 42 UP G 42 TL3 WDFLR RES1 WDFLR TL6 WDFLR TL5 D.W. G HORZ 32 DW G HORZ 40 G HORZ 40 MICRO REF CKTP VTHD OVEN BIDET DIM DIM DIM DIM DIM G HORZ 42 W D DIM 3 FP BIDET DOOR SINK HEAT PUMP WH RES1 G 42 ERV HP FLR GRATE WDFLR SITE + ROOF PLAN 1" = 10'-0" 30'-0" SIDE YARD SETBACK LINE GARDEN PATIO BLEND LANDSCAPING INTO EXISTING FORESTED GROUND 45' REAR YARD SETBACK WELL LOCATION PROPERTY LINE HOUSE ENTRANCE EXISTING STONE LANDSCAPE WALL, VEGETATION AND CONTOURS TO REMAIN AS IS WOODED AREA SLOPE 1/4" = 1'-0" SLOPE 1/4" = 1'-0" PERVIOUS SURFACE NEW, LOW ROCK WALL OR EARTH BERM - TBD IMPERVIOUS PAVING AT DRIVEWAY 1'-0" MIN 53'-7" 52'-7" 100.93° HOUSE TO BE BUILT ENTIRELY ON CROTON-ON HUDSON SIDE OF TOWN LINE [INCLUDING FOOTINGS AND OVERHANGS] 9'-5" +/- TOWN LINE TOWN OF CORTLANDT VILLAGE OF CROTON-ON-HUDSON SLOPE 1/4" = 1'-0" SLOPE 1/4" = 1'-0" SLOPE 1/4" = 1'-0" SLOPE 1/4" = 1'-0" SLOPE 1/4" = 1'-0" SLOPE 1/4" = 1'-0" SLOPE 1/4" = 1'-0" SLOPE 1/4" = 1'-0" SLOPE 1/4" = 1'-0" SLOPE 1/4" = 1'-0" SLOPE 1/4" = 1'-0" SLOPE 1/4" = 1'-0" SITE PLAN NOTES: 1. SEE CIVIL ENGINEERING DRAWINGS FOR ALL SITE AND UTILITY INFORMATION 2. HOUSE CONSTRUCTION IS ENTIRELY WITHIN THE VILLAGE OF CROTON-ON-HUDSON SITE PLAN LEGEND 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. NEW GROVE OF TREES ENTRANCE COURTYARD WITH TREES AND LANDSCAPING SITE LANDSCAPING: DRY STACKED STONE SALVAGED FROM PROPERTY DECK ROOF DECK AT SECOND LEVEL FIREPLACE CHIMNEY ROOF MEMBRANE, TAPERED INSULATION OVER ROOF STRUCTURE GUTTERS AT PERIMETER OF HOUSE, TYP ALL ROOF CRICKETS AT 1/2" = 1'-0" SLOPE MEASUREMENTS FROM CORNER OF CONCRETE FOUNDATION WALL SURVEYED TREES SEE OWNER SUBMITTED TREE SURVEY INFORMATION PRESERVE OPEN AREA TO SOUTH FOR HOME'S SOLAR EXPOSURE MAINTAIN NATURAL CONTOUR AND LANDSCAPING AS MUCH AS POSSIBLE. MINIMIZE LAND DISTURBANCE, TYP SCALE: DATE: 1" = 10'-0" 52 Upland Lane Croton-on-Hudson, NY 10520 0.1 SITE + ROOF PLAN ISSUE ALCHEMY LLC 856 RAYMOND ST PAUL, MN 55114 651.647.6650 DESCRIPTION DATE IF PRINTED ON 24X36 1" MARGIN LEFT BLANK IF PRINTED ON 24X36 REVISION # DATE GENERAL CONTRACTOR STRUCTURAL ENGINEER Hannigan-Syrek weeHouse Customworks Building and Remodeling, Inc 300 Mt Airy Road West Croton, NY 10520 914.382.7792 ERA Structural Engineering 2550 University Ave W Suite 423-S St Paul, MN 55114 651.251.7570 DESIGNER PLANNING BD MEETING 1/10/24 E-06 W-20 W-21 W-19 GARAGE 26'-5" x 28'-5" E-05 I-04 UP I-06 2'-6" 8'-7" 6'-8 1/2" 2'-5 1/2" 11'-2 5/8" 13'-0" 3'-0" 15'-10" 2'-6" 2'-3" 5'-0" 51'-0" 6'-8" 27'-4" I-03 I-02 11'-0" 11'-8" 25'-11 1/2" I-01 W-07 W-05 W-06 W-08 W-08 OFFICE / BED 2 13'-0" x 13'-8" BATH 4'-11" x 11'-1" I-07a I-07b I-07c I-07d I-07e I-05 ENTRY 6'-8" x 10'-8" PRIMARY BEDROOM 11'-9" x 15'-1" LAUNDRY 6'-4" x 9'-3" 4'-0" 3'-0" 21'-7" 26'-4" 16'-0" 5 1/2" 11'-9 1/2" 3 1/2" 7'-2" 3 1/2" 5 1/2" W-13 5 1/2" 5 1/2" 5 1/2" 5 1/2" LIVING / DINING KITCHEN 17'-9" x 31'-1" W-15 W-14 W-02 PRIMARY BATH 7'-1" x 15'-1" TL3 WDFLR RES1 WDFLR TL6 WDFLR TL5 W-04 W-09 W-11 W-10 W-12 17'-10" E-04 I-10 W-03 E-03 E-02 3" +/- 6'-4 5/8" 37'-1" 13'-11" 6'-8" 7'-4" 20'-0" 5'-4" 2'-4" 27'-5 1/2" 1 1/2" 1'-8" E-01 W-01 FIRST FLOOR PLAN 1/4" = 1'-0" D C C B.9 G A B E.2 5.9 5.9 5.1 2.4 0.9 DASHED LINES INDICATE LOCATION OF 2ND LEVEL EXTERIOR WALLS ABOVE FRAMED DECK REVIEWING SINK SIZE LOW CABINET 20" 2.0 2.0 2.1 2.1 3.0 3.0 3.0 3.0 4.1 4.1 2.1 2.1 RAMP SLOPE 1:20 RAMP SLOPE 1:20 ADJ SHELVES COATS FULL HEIGHT PANTRY LESS USED KITCHEN STRG MURPHY BED ADJUSTABLE SHELVING ADJUSTABLE SHELVING DW ESPRESSO INDUCTION COOKTOP/ WALL OVEN IN BASE CAB MICRO UNDER COUNTER GUEST CABINET REFRIG FULL HEIGHT PANTRY D W LINEN 36 X 42 SHOWER SINK 36 X 72 TUB E E F F UP DN DN SCALE: DATE: 1/4" = 1'-0" 52 Upland Lane Croton-on-Hudson, NY 10520 1.0 GROUND LEVEL PLAN ISSUE ALCHEMY LLC 856 RAYMOND ST PAUL, MN 55114 651.647.6650 DESCRIPTION DATE IF PRINTED ON 24X36 1" MARGIN LEFT BLANK IF PRINTED ON 24X36 REVISION # DATE GENERAL CONTRACTOR STRUCTURAL ENGINEER Hannigan-Syrek weeHouse Customworks Building and Remodeling, Inc 300 Mt Airy Road West Croton, NY 10520 914.382.7792 ERA Structural Engineering 2550 University Ave W Suite 423-S St Paul, MN 55114 651.251.7570 DESIGNER PLANNING BD MEETING 1/10/24 27'-11" W-16 MECH 6'-0" x 9'-11" STUDIO 13'-1" x 19'-1" SINK I-09 W-18 HEAT PUMP WH STUDIO STORAGE 6'-0" x 8'-8" RES1 W-17 BRIDGE 6'-7" x 6'-8" FLR GRATE WDFLR SECOND FLOOR PLAN 1/4" = 1'-0" D C C F B.9 A B E E E.2 5.9 5.9 G 5.1 2.4 0.9 13'-1" 3.0 3.0 3.0 3.0 SLOPE 1/4" = 1'-0" SLOPE 1/4" = 1'-0" SLOPE 1/4" = 1'-0" 5'-4" 11'-0" 7'-4" 4'-4" 26'-0" 3'-0" 15'-10" 2'-6" 2'-3" 20'-7" 4.1 4.1 2.1 2.1 2.0 2.0 2.1 2.1 UTILITY SINK SHELVING SYSTEM BY OWNERS VERTICAL SUPPLY RUN DOWN TO CRAWLSPACE VERTICAL RETURN RUN UP FROM CRAWLSPACE ALCH TO COORDINATE DUCTED HEAT PUMP AND ERV SIZE AND LOCATION WITH GC + MECH CONTRACTOR ERV HP AIR INTAKE HOOD [EXACT LOCATION TBD] AIR EXHAUST HOOD [EXACT LOCATION TBD] 6'-8" CLEAR 10'-11" 6'-6" 8'-8 1/2" 6'-4 1/2" 7'-4" 6'-8" 13'-11" 20'-0" 37'-1" 33'-5" DN SLOPE 1/4" = 1'-0" SLOPE 1/4" = 1'-0" SLOPE 1/4" = 1'-0" SLOPE 1/4" = 1'-0" SLOPE 1/4" = 1'-0" SLOPE 1/4" = 1'-0" SLOPE 1/4" = 1'-0" SLOPE 1/4" = 1'-0" SCALE: DATE: 1/4" = 1'-0" 52 Upland Lane Croton-on-Hudson, NY 10520 1.1 SECOND LEVEL PLAN ISSUE ALCHEMY LLC 856 RAYMOND ST PAUL, MN 55114 651.647.6650 DESCRIPTION DATE IF PRINTED ON 24X36 1" MARGIN LEFT BLANK IF PRINTED ON 24X36 REVISION # DATE GENERAL CONTRACTOR STRUCTURAL ENGINEER Hannigan-Syrek weeHouse Customworks Building and Remodeling, Inc 300 Mt Airy Road West Croton, NY 10520 914.382.7792 ERA Structural Engineering 2550 University Ave W Suite 423-S St Paul, MN 55114 651.251.7570 DESIGNER PLANNING BD MEETING 1/10/24 W-09 W-18 W-05 W-08 W-06 W-07 W-10 W-11 W-12 FOUNDATION SIDING GROUND LEVEL: T/O SUBFLOOR 0" ROOF EAVE 9'-10" ROOF EAVE 20'-10" 5.9 5.1 0.9 NORTH ELEVATION Scale: 1/4" = 1'-0" SIDING SIDING GUARD RAIL MECHANICAL CONDENSER DECK FIREPLACE CHIMNEY INSULATED METAL PIPE AIR INTAKE HOOD SECOND LEVEL: T/O SUBFLOOR 10'-10" 2.4 E-03 W-03 E-02 W-02 W-16 E-06 GROUND LEVEL: T/O SUBFLOOR 0" ROOF EAVE 9'-10" ROOF EAVE 20'-10" 5.9 2.4 0.9 SIDING SIDING SIDING PNL 2 DECK STONE WALL PNL 1 PNL 1 SIDE + SILL SOFFIT + SIDE SOUTH ELEVATION Scale: 1/4" = 1'-0" SECOND LEVEL: T/O SUBFLOOR 10'-10" 5.1 FASCIA EDGE 1.5" 5.5" B DRIP EDGE HEAD / SIDING BREAK JAMB (FOR BOX CHANNEL) SILL (J-TRIM) JAMB (FOR MISC. PROFILES) 4" 4" 3" 2" + 3/4" 3" 1.75" 3" 1.75" 1" 3" A C F E D I OPEN HEM DOOR + LEDGER FLASHING (UTILITY) 1.5" PVDF: RUST MATCH SIDING SHROUD FLASHING @ WOOD: TOP 5.625" 1.5" 1.5" H FOUNDATION FLASHING 3" 1.5" 2.5" UTILITY FINISH PVDF: BLACK 3" 3" G SHROUD FLASHING @ WOOD: BOTTOM 3" WARNING! ROOFING TAPES & SEALANTS DO NOT ADHERE TO WEATHERING STEEL FOR DRIP EDGES & CRITICAL TRIM, USE KYNAR-FINISHED TRIM W/ A "RUST" - COLORED PAINT. EXTERIOR MATERIALS SIDING OVER RAINSCREEN [FURRING] WITH EXPOSED FASTENERS PRICING OPTIONS: A: GREY WOOD SIDING, THERMALLY MODIFIED WITH SIOOX SEALER [GREY FINISH]. MIX 1X6 AND 1X4 BOARDS. B: BROWN-BLACK PINE TAR SIDING SIDING PNL 1 FLAT PANEL MATERIAL TBD. FOUNDATION EXPOSED CAST IN PLACE CONCRETE WALL, SEALED GUARDRAIL STEEL FRAME WITH INFILL PANEL TBD DECK COMPOSITE DECKING OVER TREATED DECK FRAME PNL 2 BLACK FLAT PANEL: RICHLITE OR SIMILAR LOW DRY STACKED LANDSCAPE WALL FROM STONE FOUND ON PROPERTY MATCH CONSTRUCTION AND CHARACTER OF OTHER STONE WALLS ON SITE STONE WALL SCALE: DATE: 52 Upland Lane Croton-on-Hudson, NY 10520 2.0 EXTERIOR ELEVATIONS ISSUE ALCHEMY LLC 856 RAYMOND ST PAUL, MN 55114 651.647.6650 DESCRIPTION DATE IF PRINTED ON 24X36 1" MARGIN LEFT BLANK IF PRINTED ON 24X36 REVISION # DATE GENERAL CONTRACTOR STRUCTURAL ENGINEER Hannigan-Syrek weeHouse Customworks Building and Remodeling, Inc 300 Mt Airy Road West Croton, NY 10520 914.382.7792 ERA Structural Engineering 2550 University Ave W Suite 423-S St Paul, MN 55114 651.251.7570 DESIGNER PLANNING BD MEETING 1/10/24 W-20 W-21 W-17 W-04 G D C F B.9 A B E SIDING SIDING FOUNDATION SIDING WEST ELEVATION Scale: 1/4" = 1'-0" STONE WALL E-01 W-01 W-19 W-13 EAST ELEVATION Scale: 1/4" = 1'-0" GROUND LEVEL: T/O SUBFLR 0" ROOF EAVE 9'-10" ROOF EAVE 20'-10" BARN TYPE GARAGE DOOR WITH SIDING SIDING SIDING AIR EXHAUST HOOD BEYOND . . EXTENT OF OPEN GARAGE DOOR (SHOWN DASHED) END OF SLIDING DOOR TRACK BEFORE RAMP - WALKWAY NEVER OBSTRUCTED GARAGE DOOR OPENING (SHOWN DASHED) G C F B.9 A B E SECOND FLOOR: T/O SUBFLR 10'-10" W-19 SIDING ROOF EAVE 9'-10" SOUTH ELEVATION RAMP COURTYARD 1/4" = 1'-0" 0.9 2.4 RAMP SHOWN DASHED TREES AT ENTRANCE COURTYARD GARAGE: T/O SLAB ON GRADE -1'-6" GROUND LEVEL: T/O SUBFLOOR 0" W-14 W-15 SIDING GROUND LEVEL: T/O SUBFLR 0" ROOF EAVE 9'-10" NORTH ELEVATION RAMP COURTYARD 1/4" = 1'-0" RAMP SHOWN DASHED 2.4 E-01 W-01 WEST ELEVATION RAMP COURTYARD 1/4" = 1'-0" 0" SIDING E B.9 SCALE: DATE: 52 Upland Lane Croton-on-Hudson, NY 10520 2.1 EXTERIOR ELEVATIONS ISSUE ALCHEMY LLC 856 RAYMOND ST PAUL, MN 55114 651.647.6650 DESCRIPTION DATE IF PRINTED ON 24X36 1" MARGIN LEFT BLANK IF PRINTED ON 24X36 REVISION # DATE GENERAL CONTRACTOR STRUCTURAL ENGINEER Hannigan-Syrek weeHouse Customworks Building and Remodeling, Inc 300 Mt Airy Road West Croton, NY 10520 914.382.7792 ERA Structural Engineering 2550 University Ave W Suite 423-S St Paul, MN 55114 651.251.7570 DESIGNER PLANNING BD MEETING 1/10/24 EXTERIOR PERSPECTIVE AND MATERIALS 1/10/2024 Hannigan-Syrek weeHouse SIDING: THERMALLY MODIFIED WOOD SIDING OVER VENTILATED RAINSCREEN COLOR: A NATURAL, DARK FINISH SUCH AS GREY OR BROWN/BLACK PINE TAR. ROOF: LOW SLOPE 1/4" = 1'-0" MEMBRANE ROOF - NOT VISIBLE FROM LAND. METAL ROOF FASCIA AND TRIMS TO MATCH SIDING WINDOWS AND DOORS: BLACK EXTERIOR FRAME FOUNDATION: NATURAL CONCRETE STONE WALL: LOW, STACKED STONE LANDSCAPE WALL TO MATCH EXISTING LOW ROCK WALLS ON SITE. STONE FROM HOUSE PROPERTY. SIDING IMAGE: PATTERN OF WOOD SIDING WITH TWO BOARD WIDTHS - SIDING COLOR OPTIONS WILL BE SAMPLED IN A DARK, NATURAL FINISH