HanniganSyrek weeHouse Cover Sheet 1
site plan
7 pages
Meeting: portal event 924 (no meeting page on file)
Agenda item: Old Business — Hannigan, Tom - 52 Upland Lane (67.8-2-1) Minor Site Plan Application & Associated Approvals for New House
Site plan, 7 pages. Attached to agenda item: “Old Business — Hannigan, Tom - 52 Upland Lane (67.8-2-1) Minor Site Plan Application & Associated Approvals for New House”
Retrieved 2026-04-15 from the village's meeting portal.
View the original PDF ↗
Also attached to this agenda item:
2023-05-05 Hannigan DDPricingSet
2024-01-10 HanniganSyrek weeHouse Alchemy dwgs 1
21-22 Site Plan 1-11-2024 FULL SET
Letter from Michael Preziosi Town of Cortland
Extracted text
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
Machine-extracted for search and reference — the original PDF is the authoritative version.