croton.news
Croton’s #1 source for AI-generated hyperlocal news
Croton-on-Hudson, New York · Saturday, August 15, 2026· Aug 15, 2026
Source-linkedCorrections welcomed
Documents

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. View the original PDF ↗
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
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: CHECKED BY: DATE: CAD FILE: PROJECT NO: ISSUE: MARK SHEET TITLE: DATE DESCRIPTION 07/20/2022 SECTION A 1/8" = 1'-0" SECTION B 1/8" = 1'-0" SECTIONS C & D DRAWING SHEET NO: A1-10 COPYRIGHT: CHECKED BY: DATE: CAD FILE: PROJECT NO: ISSUE: MARK SHEET TITLE: DATE DESCRIPTION 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 COPYRIGHT: CHECKED BY: DATE: CAD FILE: PROJECT NO: ISSUE: MARK SHEET TITLE: DATE DESCRIPTION 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 COPYRIGHT: CHECKED BY: DATE: CAD FILE: PROJECT NO: ISSUE: MARK SHEET TITLE: DATE DESCRIPTION 07/20/2022 ISOMETRIC VIEW ISOMETRIC VIEW ISOMETRIC VIEW ISOMETRIC VIEW

Machine-extracted for search and reference — the original PDF is the authoritative version.

Experimental project: croton.news uses AI to generate articles from public records. Content may contain errors. Please report any inaccuracies and check our corrections log.