123 NRA Site Pics and Full Plan Set 2022
map survey
15 pages
Meeting: portal event 802 (no meeting page on file)
Agenda item: OLD BUSINESS — Rillosi, Antonio---123 North Riverside Avenue---Located in a RB 2-Family Residential District and designated on the Tax Maps of the Village of Croton-on-Hudson as Section 67.2 Block 4 Lot 10.01. Request for a rear yard variance from Section 230-34 for a proposed carport for a new single-family dwelling.
Map / plans, 15 pages. Attached to agenda item: “OLD BUSINESS — Rillosi, Antonio---123 North Riverside Avenue---Located in a RB 2-Family Residential District and designated on the Tax Maps of the Village of Croton-on-Hudson as Section 67.2 Block 4 Lot 10.01. Request fo”
Retrieved 2026-07-31 from the village's meeting portal.
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Also attached to this agenda item:
123 NRA ZBA Application 2022
123 North Riverside ZBA Letter
Neighbor Letter North Riverside Driveway 10.5.2022
Neighbor Statement from 9.14.22 Meeting
Extracted text
Site Photos
COVER SHEET
DRAWING SHEET NO:
A0-00
COPYRIGHT:
CHECKED BY:
CAD FILE:
PROJECT NO:
SHEET TITLE:
DATE
DESCRIPTION
NEW RESIDENCE
123 N RIVERSIDE AVE.
CROTON-ON-HUDSON - NY 10520
08/23/2022
MARK
ISSUE:
GLASS HOUSE
CODE AUTHORITIES
ALL WORK TO CONFORM TO THE FOLLOWING REQUIREMENTS:
1. BUILDING CODE:
2. MECHANICAL CODE:
3. ELECTRICAL CODE:
4. ENERGETIC CODE:
5. PLUMBING CODE:
PROJECT INFORMATION
PROJECT DESCRIPTION:
PROJECT ADDRESS:
ZONING:
CONSTRUCTION TYPE: V-B
LOT SIZE:
2015 INTERNATIONAL BUILDING CODE
2015 INTERNATIONAL RESIDENTIAL CODE
2015 INTERNATIONAL MECHANICAL CODE
2012 NFPA NEC,
2015 INTERNATIONAL ENERGY CONSERVATION CODE
2015 INTERNATIONAL PLUMBING CODE
GLASS HOUSE SINGLE UNITE WITH PARKING AREA
123 N RIVERSIDE AVE. CROTON-ON-HUDSON - NY 10520
24,308 SF
A0-00 - SHEET INDEX
GENERAL NOTES
1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 IRC, 2012 IECC AND ALL LOCAL CODES AND ORDINANCES, AND ALL OTHER STATE RULES AND
REGULATIONS, AS WELL AS ALL CITY, COUNTY AND FEDERAL RULES, REGULATIONS, ORDINANCES, SAFETY LAWS AND SANITARY ORDINANCES. IF THE DRAWINGS
AND/OR THE SPECIFICATIONS ARE AT VARIANCE THEREWITH, THE CONTRACTOR SHALL SO NOTIFY THE ARCHITECT IMMEDIATELY.
2. SLOPE GRADE AWAY FROM STRUCTURE A MIN. OF 5% FOR 5 FEET.
3. ROOF AND DECK DOWNSPOUTS, FOUNDATION PERIMETER DRAIN LINE, DRIVEWAY AND PATIOS SHALL BE CONNECTED TO A SUBTERRANEAN SYSTEM WHERE
REQUIRED BY CURRENT STORM DRAINAGE ORDINANCE.
4. PRIOR TO INSPECTION OF ROOF FRAMING, ENGINEERED CALCULATIONS FOR THE MANUFACTURED ROOF TRUSSES, AS PER PLAN, WILL BE SUBMITTED TO
THE BUILDING DEPARTMENT FOR APPROVAL.
5. THE GENERAL NOTES ARE COMPLEMENTARY TO THE GENERAL CONDITIONS AND SPECIFICATIONS. SHOULD CONFLICTS OCCUR, THEY SHALL BE BROUGHT TO
THE ARCHITECT'S ATTENTION.
6. SHOULD CONFLICTS OCCUR BETWEEN THE DRAWINGS AND SPECIFICATIONS, DRAWINGS SHALL GOVERN IN MATTERS OF DIMENSION OR QUANTITY;
SPECIFICATIONS SHALL GOVERN IN MATTERS OF MATERIALS,INSTALLATION OR FINISHES.
7. DURING CONSTRUCTION, REPORT ALL DISCREPANCIES AND/OR CONFLICTS IN THE DRAWINGS TO THE ARCHITECT IMMEDIATELY.
8. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO IBC R608.2.
9. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND LABOR REQUIRED TO COMPLETE THE WORK. EXCLUSION OF AN ITEM OR ITEMS DOES
NOT IMPLY OMISSION. THE CONTRACTOR'S RESPONSIBILITY IS TO NOTIFY THE ARCHITEC T & OWNER OF THESE OMISSIONS PRIOR TO THE SUBMISSION OF BIDS.
THE CONTRACTOR SHALL COMPLY WITH THE SPIRIT AND INTENT OF THESE DOCUMENTS AND SHALL COMPLETE THE WORK ATISFACTORILY AND IN A MANNER
ACCEPTABLE TO THE OWNER. THESE DOCUMENTS ILLUSTRATE THE MINIMUM STANDAR CONSTRUCTION AND THE CONTRACTOR SHALL MEET OR EXCEED
NORMAL CONSTRUCTION ECHNIQUES AND STANDARDS FOR A BUILDING OF THIS TYPE.
10. NEITHER THE ARCHITECT, THE ENGINEER, OR THE OWNER SHALL BE RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES
OR PROCEDURES OF THE CONTRACTOR; SAFETY PRECAUTIONS AND PROGRAMS OF CONTRACTOR; THE ACTS OR OMISSIONS OF THE CONTRACTOR; OR THE
FAILURE OF THE CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR SPECIFICATIONS.
11.VERIFY DIMENSIONS, GRADES, ELEVATIONS AND CRITICAL LOCATIONS, SUCH AS STRUCTURAL SUPPORTS, BEFORE COMMENCING WORK AFFECTED BY THEM.
THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT.
12. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE DRAWINGS, SPECIFICATIONS AND EXISTING SITE CONDITIONS AND NOTIFY THE ARCHITECT OF ANY
DISCREPANCIES, ERRORS OR OMISSIONS PRIOR TO CONSTRUCTION.
13. A LICENSED LAND SURVEYOR OR CIVIL ENGINEER SHALL ESTABLISH BUILDING CORNERS, STRUCTURAL COLUMNS, POSTS, GRADES AND OTHER IMPROVEMENTS IN
THE FIELD.
14. MANUFACTURED MATERIALS, EQUIPMENT, ETC., SHALL BE INSTALLED PER MANUFACTURES RECOMMENDATIONS, INSTRUCTIONS AND APPLICABLE ICBO REPORTS
UNLESS OTHERWISE NOTED OR INSTRUCTED
.
15. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE BEST PRACTICES OF THE VARIOUS TRADES INVOLVED. ALL WORK SHALL BE ERECTED AND INSTALLED
PLUMB, LEVEL, SQUARE AND TRUE IN PROPER ALIGNMENT
16. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL WORK REQUIRING ADDITIONAL COMPENSATION BEYOND THE CONTRACT AMOUNT WITHOUT
WRITTEN AUTHORIZATION FROM THE OWNER. FAILURE TO OBTAIN AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR EXTRA COMPENSATION.
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISTRIBUTION OF THE DRAWINGS AND SPECIFICATIONS TO ALL TRADES UNDER HIS JURISDICTION.
18. SUBSTITUTIONS, REVISIONS OR CHANGES MUST HAVE PRIOR WRITTEN APPROVAL BY THE THE ARCHITECT.
19. NO WORK DEFECTIVE IN CONSTRUCTION OR QUALITY OR DEFICIENT IN ANY REQUIREMENT OF THE DRAWINGS OR NOTES WILL BE ACCEPTABLE AS A
CONSEQUENCE OF THE ARCHITECTS FAILURE TO DISCOVER OR POINT OUT DEFECTS OR DEFICIENCIES DURING CONSTRUCTION. DEFECTIVE WORK REVEALED WITH IN
THE TIME REQUIRED BY GUARANTEES SHALL BE REPLACED BY WORK CONFORMING WITH THE INTENT OF THE CONTRACT DOCUMENTS. NO PAYMENT, EITHER PARTIAL
OR FINAL, SHALL BE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER MATERIALS.
20. IN THE EVENT CERTAIN FEATURES OF CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS OR CALLED FOR IN THE NOTES OR SPECIFICATIONS, THEN THE
CONSTRUCTION SHALL BE SIMILAR AND OF THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR.
21. THE CONTRACTOR SHALL DO ALL WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS APPROVED BY THE BUILDING OFFICIAL. THE APPROVED
DRAWINGS AND SPECIFICATIONS SHALL NOT BE CHANGED OR MODIFIED WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL.
22. THE CONTRACTOR SHALL NOTIFY THE OWNER UPON COMPLETION OF THE WORK. AT THAT TIME THE OWNER SHALL COMPLETE A "PUNCH LIST" OF CORRECTIONS.
THE OWNERS FINAL ACCEPTANCE WILL BE CAUSE FOR FINAL PAYMENT UNDER TERMS OF THE OWNER/CONTRACTOR AGREEMENT.
23. THE PROJECT SHALL BE LEFT COMPLETELY CLEAN AND CLEAR TO THE SATISFACTION OF THE OWNER.
24. ALL WORK AND MATERIAL SHALL BE NEW AND UNUSED AND OF THE HIGHEST QUALITY IN EVERY RESPECT UNLESS OTHERWISE AUTHORIZED BY THE ARCHITECT.
VICINITY MA
25. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FINAL CITY APPROVALS AND A CERTIFICATE OF OCCUPANCY.
A0-00 - COVER SHEET
A0-01 - SITE PLAN
A1-01 - GROUND FLOOR PLAN
A1-02 - UPPER FLOOR PLAN
A1-03 - ROOF PLAN
A1-04 - ELEVATIONS A
A1-05 - ELEVATIONS B
A1-06 - DOOR SCHEDULES & WALL ASSEMBLY
A1-07 - WINDOWS SCHEDULES
A1-08 - CURTAIN WALLS PANEL GLASS SCHEDULE
A1-09 - SECTIONS A & B
A1-10 - SECTIONS C & D
A2-01 - KITCHEN PLAN,ELEVATIONS
A2-02 - MASTER BATH PLAN,ELEVATIONS
A2-03 - BATH PLAN,ELEVATIONS
A2-04 - BATH 1 & 2 PLAN, ELEVATIONS
A2-05 - ISOMETRIC VIEWS
A3-01 - DETAILS
A3-02 - DETAILS
A3-03 - DETAILS
P0-00 - PLUMBING NOTES
P0-01 - GROUND FLOOR WATER SUPPLY & SANITARY PLANS
P0-02 - UPPER FLOOR WATER SUPPLY & SANITARY PLANS
P0-03 - RISER DIAGRAM & DETAILS
S0-00 - STRUCTURAL NOTES
S0-01 - FOUNDATION PLAN
S0-02 - GROUND FLOOR FRAMING PLAN
S0-03 - UPPER FLOOR FRAMING PLAN
S0-04 - ROOF FRAMING PLAN
E0-00 - ELECTRICAL NOTES
E0-01 - GROUND FLOOR POWER & LIGHTING PLANS
E0-02 - UPPER FLOOR POWER & LIGHTING PLANS
E0-03 - PANEL SCHEDULES & DETAILS
DATE:
2020 New York State Building Code (IRC 2018)
2020 New York State Building Code (IRC 2018)
2020 New York State Building Code (IRC 2018)
2020 New York State Building Code (IRC 2018)
2020 New York State Building Code (IRC 2018)
RB
2018 IRC
30.0'
10'
32'-101
16"
DRAWING SHEET NO:
A0-01
COPYRIGHT:
CHECKED BY:
DATE:
CAD FILE:
PROJECT NO:
ISSUE:
MARK
SHEET TITLE:
DATE
DESCRIPTION
NEW RESIDENCE
123 N RIVERSIDE AVE.
CROTON-ON-HUDSON - NY 10520
SITE PLAN
1/32" = 1'-0"
LOT COVERAGE
LOT SIZE
HOUSE COVERAGE
TOTAL LOT COVERAGE
FLOOR AREA
GROUND FLOOR
FIRST FLOOR
PARKING AREA
TOTAL AREA
2599.58 SF
1968 SF
950 SF
2223.58 SF
24,308 SF
4155.3 SF
17%
08/23/2022
11'-3"
20'-9"
50'-3/4"
31'-4"
20'-11"
20'-11"
45'-5"
10'
4'
10'-51
4"
7'-83
4"
6'
14'-2"
6'
40'-5"
77'
5'
10'
35'-7"
17'-7"
LIVING AREA
DINING AREA
TV AREA
KITCHEN
MASTER
BEDROOM
MASTER
BATH
WALK-IN CLOSET
BATH
ENTRANCE
HALL
POWER PLANT
PARKING AREA
8'-10"
11'-01
2"
8'-61
4"
DW
41'
4'
4'
8'-10"
4'-5"
8'-10"
4'-5"
4'-5"
8'-10"
4'-5"
1'
4'
1'
8'-10"
8'-10"
4'-5"
4'
8'-10"
8'-10"
4'-5"
8'-10"
8'-10"
8'-10"
8'-10"
8'-10"
8'-10"
4'
4'-5"
CORRIDOR
A
A1-09
A
A1-09
C
A1-10
B
A1-09
D
A1-10
B
A1-09
D
A1-10
C
A1-10
W
D
4'-113
4"
5'
CLOSETH
GROUND
FLOOR PLAN
DRAWING SHEET NO:
A1-01
COPYRIGHT:
CHECKED BY:
DATE:
CAD FILE:
PROJECT NO:
ISSUE:
MARK
SHEET TITLE:
DATE
DESCRIPTION
NEW RESIDENCE
123 N RIVERSIDE AVE.
CROTON-ON-HUDSON - NY 10520
Number
POWER PLANT
PARKING AREA
ENTRANCE HALL
MASTER BEDROOM
WALK IN CLOSET
MASTER BATH
BATH
CORRIDOR
Name
80 SF
660.9 SF
125.5 SF
147.86 SF
62.62 SF
93.86 SF
45.35 SF
14,24 SF
83.5 SF
Area
GROUND FLOOR
Number
LAUND
BALCONY
ROOM SCHEDULE
Name
173 SF
193.24 SF
46.75 SF
1030.95 SF
Area
PLAN NOTES:
WINDOWS NOTES:
RECOMMENDATIONS:
2A
WOOD SIDING VERTICAL
2"X6" @16" WOOD STUD
1/2" DOUBLE SHEET ROCK
2"X4" @16" WOOD STUD
2V
2"X4" PT WOOD VERTICAL LEG
2" R10 RIGID INSULATION
TYVEK BUILDING WRAP
15/32" OSB
2"X6" @16" O.C. WOOD STUD
1/2" STUCCO OR G.W.B
FIBER CEMENT DARK GREY
2"X4" PT WOOD VERTICAL LEG
2B
2" R10 RIGID INSULATION
TYVEK BUILDING WRAP
15/32" OSB
2"X6" @16" O.C. WOOD STUD
1/2" DRYWALL KNAUF
R-20 ROCKWOOL BATT INSULATION
1/2" STUCCO OR G.W.B
1/2" DRYWALL KNAUF
WOOD SIDING HORIZONTAL
2"X4" PT WOOD VERTICAL LEG
2" R10 RIGID INSULATION
TYVEK BUILDING WRAP
15/32" OSB
2"X6" @16" O.C. WOOD STUD
R-20 ROCKWOOL BATT INSULATION
1/2" STUCCO OR G.W.B
1/2" DRYWALL KNAUF
FIBER CEMENT TILE IVORY
2"X4" PT WOOD VERTICAL LEG
2" R10 RIGID INSULATION
TYVEK BUILDING WRAP
15/32" OSB
2"X6" @16" O.C. WOOD STUD
R-20 ROCKWOOL BATT INSULATION
15" CONCRETE WALL
2.5" R10 RIGID INSULATION
1/2" STUCCO OR G.W.B
20" CONCRETE WALL
1/2" = 1'-0"
WALL TYPE
1/2" DRYWALL KNAUF
R-20 ROCKWOOL BATT INSULATION
GROUND FLOOR
08/23/2022
BEDROOM 1
BATH 1
CLOSET 1
BEDROOM 2
BATH 2
LIVING
205.4 SF
1655.25 SF
KITCHEN
CLOSET 2
TERRACE AREA
UPPER FLOOR
64.86 SF
1. STAIR HANDRAILS SHALL BE LOCADET 34"- 38" ABOVE STAIR NOSING. HANDRAIL
SHALL BE CONTINUOUS AND SHALL TERMINATE AT NEWEL POSTS OR SAFETY
TERMINAL. GRASP DIMENSION SHALL BE 1" - 1 1/4", MAX. OPENING SHALL NOT
PERMIT PASSAGE OF 4" SPHERE
2. GUARDRAIL @ +36", MAX. 4" OPENING PER IBC 312.1, 312.2
3. DIMENSION THE STAIRWAY TO BE A MINIMUM 36” CLEAR WIDTH AT ALL POINTS
ABOVE THE PERMITTED HANDRAIL HEIGHT, WITH HANDRAILS PROJECTING A
MAXIMUM OF 4.5" ON EITHER SIDE OF THE STAIRWAY (NOT LESS THAN 31.5"
MINIMUM WIDTH WHERE HANDRAIL INSTALLED ON ONE SIDE, AND 27" MINIMUM
WIDTH WHERE HANDRAILS ARE INSTALLED ON BOTH SIDES OF THE STAIRWAY)
4. MAXIMUM 7.75” RISE AND MINIMUM 10” RUN FOR STEPS.
5. 80” MINIMUM HEADROOM AT STAIRWAY.
1. WINDOW SIZE IS A HURD UNIT SIZE. COORDINATE DIMENSIONS OF ROUGH OPENINGS
2. ALL EXTERIOR WINDOW SILLS ARE TO BE SLOPED TO DRAIN.
3. HEADS AND SILLS OF WINDOW UNITS TO BE FLASHED ACCORDING TO MANUFACTURER'S
.
1. ALL GLAZING TO BE TEMPERED IN SWINGING DOORS, AT TUBS, IN SHOWER DOORS AND
OTHER AREAS SPECIFIED BY THE 2018 IBC
2. ALL GLAZING TO BE INSULATED AND IMPACT RESISTANT ON GROUND & UPPER FLOORS
3. WINDOW SHADING COEF. OF 0.35 MAX FOR ALL WINDOW UNITS.
1/8" = 1'-0"
PLAN SYMBOLS
WALL TAG
WINDOW TAG
DOOR TAG
ROOM SCHEDULE
INSULATION
1/2" DOUBLE SHEET ROCK
INSULATION
3/4" PLYWOOD
2"X4" TJI
193.24 SF
46.75 SF
64.86 SF
6'
4'-7"
15'-93
4"
8'-37
8"
12'-15
16"
12'-15
16"
4'-8"
TERRACE AREA
CLOSET 2
7'-91
2"
BATH 2
BATH 1
CLOSET 1
BEDROOM 1
BEDROOM 2
BALCONY
20'-11"
20'-11"
45'-5"
40'-5"
77'
5'
35'-7"
17'-7"
8'-10"
41'
4'
8'-10"
4'-5"
8'-10"
4'-5"
4'-5"
8'-10"
4'-5"
1'
4'
1'
8'-10"
8'-10"
4'-5"
4'
8'-10"
8'-10"
4'-5"
8'-10"
8'-10"
8'-10"
8'-10"
8'-10"
8'-10"
4'
4'-5"
4'
7'-91
2"
A
A1-09
A
A1-09
C
A1-10
B
A1-09
D
A1-10
B
A1-09
D
A1-10
C
A1-10
UPPER
FLOOR PLAN
DRAWING SHEET NO:
A1-02
COPYRIGHT:
CHECKED BY:
DATE:
CAD FILE:
PROJECT NO:
ISSUE:
MARK
SHEET TITLE:
DATE
DESCRIPTION
08/23/2022
UPPER FLOOR
1/8" = 1'-0"
PLAN SYMBOLS
WALL TAG
WINDOW TAG
DOOR TAG
PLAN NOTES:
1. STAIR HANDRAILS SHALL BE LOCADET 34"- 38" ABOVE STAIR NOSING. HANDRAIL
SHALL BE CONTINUOUS AND SHALL TERMINATE AT NEWEL POSTS OR SAFETY
TERMINAL. GRASP DIMENSION SHALL BE 1" - 1 1/4", MAX. OPENING SHALL NOT
PERMIT PASSAGE OF 4" SPHERE
2. GUARDRAIL @ +36", MAX. 4" OPENING PER IBC 312.1, 312.2
3. DIMENSION THE STAIRWAY TO BE A MINIMUM 36” CLEAR WIDTH AT ALL POINTS
ABOVE THE PERMITTED HANDRAIL HEIGHT, WITH HANDRAILS PROJECTING A
MAXIMUM OF 4.5" ON EITHER SIDE OF THE STAIRWAY (NOT LESS THAN 31.5"
MINIMUM WIDTH WHERE HANDRAIL INSTALLED ON ONE SIDE, AND 27" MINIMUM
WIDTH WHERE HANDRAILS ARE INSTALLED ON BOTH SIDES OF THE STAIRWAY)
4. MAXIMUM 7.75” RISE AND MINIMUM 10” RUN FOR STEPS.
5. 80” MINIMUM HEADROOM AT STAIRWAY.
77'
41'
COPYRIGHT:
CHECKED BY:
DATE:
CAD FILE:
PROJECT NO:
ISSUE:
MARK
SHEET TITLE:
DATE
DESCRIPTION
08/23/2022
ROOF PLAN
1/8" = 1'-0"
FRAME PROFILE
[15.68 in] (B)
[41.2 in]
(A)
[81.4 in]
[1.8 in]
C
(A) Cable Length: 1230 mm +/-10 mm
(B) Stacking Pins
(C) Long Side: 32 mm [1.3 in]
Short Side: 22 mm [0.9 in]
[1.8 in]
ROOF DETAIL
? = 1'-0"
SOLAR PANEL
? = 1'-0"
UPPER
FLOOR PLAN
DRAWING SHEET NO:
A1-02
UPPER LEVEL
+10' - 2"
T.O.GROUND FLOOR
+ 8' - 8"
GROUND LEVEL
+ 0' - 0"
ROOF TOP + 22'
ROOF TOP + 17'.3"
T.O.UPPER LEVEL
+9' - 11 7/16"
UPPER LEVEL
+10' - 2"
T.O.GROUND FLOOR
+ 8' - 8"
GROUND LEVEL
+ 0' - 0"
T.O.UPPER LEVEL
+10' - 2 7/16"
ROOF TOP + 22'
ROOF TOP + 17'.3"
ELEVATIONS A
DRAWING SHEET NO:
A1-04
COPYRIGHT:
CHECKED BY:
DATE:
CAD FILE:
PROJECT NO:
ISSUE:
MARK
SHEET TITLE:
DATE
DESCRIPTION
08/23/2022
NORTH-EAST ELEVATION
1/8" = 1'-0"
NORTH-WEST ELEVATION
1/8" = 1'-0"
UPPER LEVEL
+10' - 2"
T.O.GROUND FLOOR
+ 8' - 8"
GROUND LEVEL
+ 0' - 0"
ROOF TOP + 17'.3"
ROOF TOP + 22'
ROOF TOP + 17'.3"
ROOF TOP + 12'.6"
UPPER LEVEL
+10' - 2"
T.O.GROUND FLOOR
+ 8' - 8"
GROUND LEVEL
+ 0' - 0"
ROOF TOP + 17'.3"
ROOF TOP + 22'
ROOF TOP + 17'.3"
ROOF TOP + 12'.6"
ELEVATIONS B
DRAWING SHEET NO:
A1-05
COPYRIGHT:
CHECKED BY:
DATE:
CAD FILE:
PROJECT NO:
ISSUE:
MARK
SHEET TITLE:
DATE
DESCRIPTION
08/23/2022
SOUTH-WEST ELEVATION
1/8" = 1'-0"
SOUTH-EAST ELEVATION
1/8" = 1'-0"
DOOR SCHEDULE
& WALL ASSEMBLY
DRAWING SHEET NO:
A1-06
COPYRIGHT:
CHECKED BY:
DATE:
CAD FILE:
PROJECT NO:
ISSUE:
MARK
SHEET TITLE:
DATE
DESCRIPTION
NEW RESIDENCE
123 N RIVERSIDE AVE.
CROTON-ON-HUDSON - NY 10520
08/23/2022
1/4" = 1'-0"
DOORS LEGEND
NOTES
1. DIMENSIONS ON THE SCHEDULE SHOW CLEAR OPENING SIZE IN THE WALL. PRIOR TO ORDER THE WINDOW CALCULATE WINDOWS AND DOOR DIMENSIONS WITH ALL NECESSARY MOUNTING TOLERANCE
DOOR SCHEDULE
MARK
MATERIAL
WOOD
WOOD
STEEL
TYPE
INTERIOR SINGLE DOOR
SINGLE DOOR 1HR FR
ENTRY DOUBLE DOOR
WIDTH
2' - 8"
HEIGHT
6' - 8"
THICKNESS
1' - 6"
0' - 4 1/2"
AREA
17.7 SF
36 SF
U-VALUE
SHGC
COUNT
HARDWARE
LOCKED
LOCKED
LOCKED
LOCKED
NEW
NEW
1 HR FR
6' - 8"
6' - 8"
6' - 8"
6' - 10"
2'-8"
2'-8"
2'-8"
5'-4"
SINGLE DOOR
REMARKS
2' - 8"
6' - 8"
17.7 SF
0' - 6 1/4"
3' - 0"
6' - 8"
20 SF
WOOD
0' - 4 1/2"
5' - 4"
6' - 10"
0' - 6 1/4"
4' - 0"
6' - 8"
24.16 SF
NEW
DOOR OPENING
DOOR OPENING
DOOR OPENING
3' - 4"
6' - 8"
22.2 SF
2' - 8"
6' - 8"
17.7 SF
1' - 6"
4' - 0"
6' - 10"
27.3 SF
6' - 8"
6' - 8"
6' - 10"
3'-4"
2'-8"
4'
WOOD
INTERIOR DOUBLE DOOR
4' - 2"
6' - 8"
27.7 SF
6' - 8"
4'
STEEL
EXIT DOUBLE DOOR
0' - 4 1/2"
0' - 4 1/2"
0' - 4 1/2"
6' - 8"
4' - 2"
LOCKED
1 HR FR
NEW
WINDOWS
SCHEDULE
DRAWING SHEET NO:
A1-07
COPYRIGHT:
CHECKED BY:
DATE:
CAD FILE:
PROJECT NO:
ISSUE:
MARK
SHEET TITLE:
DATE
DESCRIPTION
NEW RESIDENCE
123 N RIVERSIDE AVE.
CROTON-ON-HUDSON - NY 10520
08/23/2022
1/4" = 1'-0"
WINDOWS LEGEND
DOOR SCHEDULE
MARK
MATERIAL
ALUMINIUM
TYPE
SINGLE FIXED
WIDTH
9'
HEIGHT
2'
THICKNESS
1' - 6"
AREA
18 SF
72 SF
U-VALUE
SHGC
COUNT
SINGLE BOTTOM HUNG
REMARKS
3'
2'
6 SF
0' - 6 1/4"
8'-10 15/16"
60.9 SF
6' - 10"
9'
2'
2'
6' -10"'
6' -10"'
8'-10 15
16 "
3'
10'- 6 3
4 "
ALUMINIUM
ALUMINIUM
ALUMINIUM
SINGLE BOTTOM HUNG
1' - 6"
10' - 6 3/4"
6' - 10"
1' - 6"
SINGLE FIXED
SECTION A & B
DRAWING SHEET NO:
A1-09
COPYRIGHT:
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07/20/2022
SECTION A
1/8" = 1'-0"
SECTION B
1/8" = 1'-0"
SECTIONS C & D
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A1-10
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07/20/2022
SECTION C
1/8" = 1'-0"
SECTION D
1/8" = 1'-0"
3'-4"
TOP
2'
3'
8'-8"
4'-4"
2'
2'
2'
2'
2'
6'-21
4"
10'-61
4"
STORAGE CABINETS
1'-4"
6'-8"
4"
8'-8"
REFRIGERATOR
MICROWAVE
WINE
STORAGE
OVEN
2'-6"
3'-6"
2'-6"
1'-6"
10'
3'-4"
2'
3'
8'-8"
9'
2'
2'
5'-83
8"
20'-43
4"
5'-83
8"
REFRIGERATOR
INDUCTION
COOKTOP
DISHWASHER
SINK
3'-4"
2'
3'
8'-8"
9'
2'
2'
5'-83
8"
20'-43
4"
5'-83
8"
REFRIGERATOR
3'-4"
SINK, DISHWASHER AND
INDUCTION COOKTOP
2'
3'
8'-8"
4'-4"
2'
2'
2'
2'
2'
6'-21
4"
10'-41
2"
3'-83
8"
9'
3'-21
2"
22'-11
2"
3'-83
8"
2'-61
4"
8'-8"
10'
10'
DW
A2-01
WINE
STORAGE
REF.
OVEN
3'-83
8"
2'
9'
3'-83
8"
2'
20'-43
4"
4'-4"
6'-01
2"
A2-01
KITCHEN PLAN,
ELEVATIONS
DRAWING SHEET NO:
A2-01
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08/23/2022
KITCHEN PLAN
3/16" = 1'-0"
3/36" = 1'-0"
3/36" = 1'-0"
KITCHEN ELEVATION
3/36" = 1'-0"
3/36" = 1'-0"
3/36" = 1'-0"
3/36" = 1'-0"
KITCHEN ELEVATION
KITCHEN ELEVATION
KITCHEN ELEVATION
KITCHEN ELEVATION
KITCHEN ELEVATION
ISOMETRIC
VIEWS
DRAWING SHEET NO:
A2-05
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07/20/2022
ISOMETRIC VIEW
ISOMETRIC VIEW
ISOMETRIC VIEW
ISOMETRIC VIEW
Machine-extracted for search and reference — the original PDF is the authoritative version.