Zoning Board Meeting & Work Session — 2026-09-17 — Agenda

Page 1 TOWN OF CORTLANDT ZONING BOARD OF APPEALS Town Hall, 1 Heady Street Cortlandt Manor, NY 10567 Town Supervisor Michael Fleming Main #: 914.734.1080 Richard H. Becker, MD Chairman Chris Beloff Town Board Frank Franco James F. Creighton Benito Martinez Cristin Jacoby Michael Mulé Robert Mayes Michelle Piccolo-Hill Joyce C. White Thomas Walsh Zoning Board of Appeals Work Session & Meeting Thursday September 17, 2026 To join the meeting remotely, use this Zoom link: https://us02web.zoom.us/j/88993358103?pwd=3b9w8Qnt5JuqDlba4CAiu454b8bFls.1 WORK SESSION .... ................................................................................................................. 6:30 pm Discuss items on tonight’s Zoning Board of Appeals Meeting Agenda MEETING AGENDA ............................................................................................................ 7:00* pm 1. Pledge of Allegiance 2. Roll Call 3. Adoption of the minutes from previous month 4. Continued Public Hearing(s) A. ZBA 2026-6: 0 (17) Lancaster Avenue Application by Andy Cheung of AC Engineering PLLC for the property of 18 Travis Ave LLC, revisions to which resulted in 3 requested area variances related to the proposed construction of a single-family home on an existing, vacant lot at 0 (17) Lancaster Avenue (located between 15 and 19 Lancaster), Montrose. The applicant requests area variances for maximum allowable floor area, minimum lot area, and minimum lot width. Drawings revised September 5, 2026. 5. New Public Hearing(s) A. ZBA 2026-9: 132 Colabaugh Pond Road Application by Michael Piccirillo Architecture PLLC on behalf of Sean McCormick for 3 area variances associated with a proposed addition to an existing single-family residence. The applicant requests area variances for side yard setbacks. B. ZBA 2026-10: 20 Crescent Hill Drive Application by Mark LaChapelle for one area variance associated with the proposed enclosure of a covered porch and construction of an entry deck for an existing single-family residence. Next Regular Meeting: Thursday October 15th, 2026 *Regular meeting to begin at the conclusion of the work session. Page 2 ZONING BOARD OF APPEALS FACT SHEET Revised September 9, 2026 ZBA Member Assigned: Beloff ZBA Case #: 2026-6 Name of Applicant: Andy Cheung on behalf of 18 Travis Ave LLC Owner: 18 Travis Ave LLC, Larry Cosenza Address of property: 0 (17) Lancaster Drive Section, Block, Lot: 54.8-3-27 Prior ZBA Case No.: N/A Zone: R-15 Lot Size: 12,067 SF (pre-existing non-conforming lot size) Variance(s) Requested: Area variances per §307-17 Attachments 3&4 - Table of Dimensional Regulations, and Table of Maximum Floor Area, in Residential Districts, as follows: Maximum Floor Area: Minimum Lot Area: Maximum allowed = 3,125 SF Minimum required = 15,000 SF Proposed = 3,448 SF Pre-existing = 12,067 SF Relief sought = 323 SF (10%) Relief sought = 2,933 SF (20%) Minimum Lot Width: Minimum required = 80 feet Pre-existing = 50 feet Relief sought = 30 feet (37%) Staff Comments: The Code Enforcement office received revised drawings on September 5, 2026 related to a building permit application for the construction of a new, prefabricated single-family home for the subject property. The lot is a pre-existing, dimensionally non-conforming vacant lot with regard to overall lot area and lot width, similar to other lots in the vicinity. The overall size of the selected house design exceeds what is allowed on this site for floor area of the principal dwelling. Of note, the selected house design is a raised ranch style which, in order to fit on the lot, is proposed to be spun 90-degrees counterclockwise, resulting in the front façade of the home facing the backyard of the neighboring lot at 15 Lancaster Avenue, and the garage end of the house facing the street. The applicant has proposed additional landscaping along the front and side property lines to address privacy and neighborhood character concerns related to the house orientation. SEQR: TYPE II – No further compliance required. Page 3 September 9, 2026 ® 0 71 Cortlandt, NY 1 inch = 71 Feet 142 213 www.cai-tech.com Data shown on this map is provided for planning and informational purposes only. The municipality and CAI Technologies are not responsible for any use for other purposes or misuse or misrepresentation of this map. Page 4 TOWN OF CORTLANDT DEPARTMENT OF TECHNICAL SERVICES Town Supervisor Michael Preziosi, P.E. Richard H. Becker, M.D. Director D.O.T.S. Town Hall, 1 Heady Street Town Board John Schembari Cortlandt Manor, NY 10567 James F. Creighton Dir. Code Enforcement Main #: 914-734-1060 Cristin Jacoby Fax #: 914-734-1066 Robert E. Mayes Arthur D’Angelo, Jr., P.E. Joyce White Deputy Dir. D.O.T.S. September 9, 2026 AC Engineering, PLLC 0 Lancaster Ave. Unit 17 Montrose NY 10548 Re: A-26-106 – The Applicant is proposing to construct a New single-family dwelling 3 Bed/2 Bath with 2nd Story Bonus Room. • Tax ID 54.8-3-27 Dear Andy Cheung, The Town of Cortlandt Department of Technical Services has reviewed the above referenced applications for conformance to the Town’s Zoning Code and the review of the submitted drawings on September 5, 2026 At this time, the application has been denied under Town Code Ch. 307 – Zoning, Attachment 3, Table of Dimensional Regulations, Residential Districts requires lots located in the R-15 zoning district with lot widths less than 70 ft to have a side yard minimum setback of 15% of width to a minimum of 5-ft. The Applicant is requesting relief as follows as shown on Drawing 1 “Site Plan and Zoning Analysis” prepared by AC Engineering PLLC. • Variance 1 Minimum Lot width required in R-15 80 Feet. Existing 50 Feet. • Variance 2 – 323 square feet of additional floor area. (3125-3448) • Variance 3 – Minimum lot size required 15,000 Sq. Ft. Existing 12,067 Sq. Ft. Requiring 2,933 Sq. ft of relief. The site is otherwise compliant relative to minimum landscape coverage With this denial, you may now apply Online for a Zoning Board of Appeals proceeding. Upload this denial letter, the above referenced plans, and all required information outlined on the ZBA Application. Please Department of Technical Services 1 Page 5 upload .pdfs of all documents, to scale with digital seal and signature of the design professional of record. Upload the following: 1.Property survey 2.Drawing 1, Site plan and Zoning Analysis 3. Floor Plan Sincerely, John Schembari Director of Code Enforcement Cc: Heather LaVarnway Michael Cunningham, – Deputy Town Attorney Department of Technical Services 2 Page 6 September 5, 2026 To: Chairman Michael Fleming and Board Members Town of Cortlandt Zoning Board of Appeals 1 Heady Street Cortlandt Manor, NY 10567 RE: 0 (17) Lancaster Ave. Section 54.8 Block 3 Lot 27 Dear Mr. Fleming and Board Members: The following revisions were made to the original zoning submittal. • The house was moved 1 foot to the West providing adequate side yard setbacks on both side yards. Therefore, no variance is required for the side yard setback. • The deck size was reduced to 280 square feet resulting in a total building coverage of 2,027 square feet. 2,031 square feet is allowed. • A landscaping plan has been prepared to provide screening on the East and West property lines. We hope this addresses your questions and concerns. Please feel free to contact us if you should have any questions or require additional clarification. Respectfully submitted, AC Engineering, PLLC. Andy Cheung, P.E., CPESC Principal Engineer Page 7 W X X X X X X X X X X X X X X X X X W O/H X W O/H X W O/H X PROPOSED OVERHEAD ELECTRIC W PROPOSED WATER VALVE X PROPOSED 1 PROPOSED WATER 1 2" DIA. O/H SILT FENCE (TYP.) LANDSCAPING PROPOSED LIMIT OF TYPE K COPPER SERVICE DISTURBANCE APPROX. AREAS LINE PROPOSED DECK GAS GAS 6,468 SF W W FOOTINGS 5.57' W 13.09' 9.08' 133 14' FRONT STEPS 3.5' 14' (45.8 SF) 35' O/H 133 54.00' TEMPORARY SOIL R=5' STOCKPILE 24 LF 24 LF 24 LF 24 LF 24 LF 24 LF 24 LF 24 LF 24 LF 24 LF 24 LF 24 LF 24 LF 24 LF 24 LF 24 LF 132.25 R=15' 11' PROPOSED SEPTIC FIELD - x W LEVEL WITH RUN OF BANK 4 PROPOSED 13 20' GRAVEL DECK (280 SF) PROPOSED PROPOSED RESIDENCE SEPTIC FIELD (1,701 SF) O/H EXPANSION PROPOSED PAVED 31.50' FFE:141.25 DRIVEWAY 12' 10' BFE/GARAGE EL.:132.25 6" SCH40 PVC 14' W 132.25 @2% SLOPE MIN. 4' PROPOSED 2'X2' 4' NDS CATCH BASIN x GROUND EL. 132.0 13 3 INLET INV. EL. 131.0 OUTLER INV. EL. 130.0 O/H 11.7' BOTTOM EL. 129.0 PROPOSED STABILIZED 18' CONSTRUCTION ENTRANCE 48 QUICK 4 EQUALIZER CHAMBERS W 48 QUICK 4 EQUALIZER ROOF LEADER 10' 9' CHAMBERS 10' DRAIN PROPOSED JUNCTION BOX (TYP.) X X O/H PROPOSED 4"SCH PVC 3 CULTEC 330 INFILTRATION CHAMBERS SILT FENCE (TYP.) @2% SLOPE MIN. PROPOSED 4"SCH PVC POP-UP EMITTER PROPOSED 1000 GROUND EL. 132.0 GAS GAL. SEPTIC TANK @2% SLOPE MIN. TOP CULTEC EL. 131.0 GAS W X BOTTOM CULTEC EL. 128.46 BOTTOM OF GRAVEL EL. 127.96 O/H W ZONING COMPLIANCE - R-15 WARNING: IT IS A VIOLATION OF NEW YORK ANDY CHEUNG, P.E. DRAWN BY: AC 366 ROUTE 202 DRAWING NO. EDUCATIONAL LAW, SECTION 7209.2, FOR ANY DESIGNED BY: AC AC ENGINEERING, PLLC SOMERS, NY 10589 1 PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL CHECKED BY: AC WESTCHESTER COUNTY, NY 9 DUNHILL DR. ENGINEER OR LAND SURVEYOR, TO ALTER THIS APPROVED BY: AC SECTION 17.11 BLOCK 2 LOT 11 SOMERS, NY 10589 DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING PERSON SHALL COMPLY WITH THE PROJECT NO. JULY 2026 REQUIREMENTS OF NEW YORK EDUCATIONAL LAW, SECTION 7209.2 N.Y.P.E. LIC. NO. 084461 DATE REV DATE DESCRIPTION DATE CREATED HTTP://ACENGINEERINGPLLC.COM PROPOSED SITE CONDITIONS PLAN SO-366R202-SP Page 8 X X X X X X X X X X X X X X X X X W O/H X W O/H X W O/H X PROPOSED OVERHEAD ELECTRIC W PROPOSED WATER VALVE X PROPOSED 1 PROPOSED WATER 1 2" DIA. O/H SILT FENCE (TYP.) LANDSCAPING PROPOSED LIMIT OF TYPE K COPPER SERVICE DISTURBANCE APPROX. AREAS LINE PROPOSED DECK GAS GAS 6,468 SF W W FOOTINGS 5.57' W 13.09' 9.08' 133 14' FRONT STEPS 3.5' 14' (45.8 SF) 35' O/H 133 54.00' TEMPORARY SOIL R=5' STOCKPILE 24 LF 24 LF 24 LF 24 LF 24 LF 24 LF 24 LF 24 LF 24 LF 24 LF 24 LF 24 LF 24 LF 24 LF 24 LF 24 LF 132.25 R=15' 11' PROPOSED SEPTIC FIELD - x W LEVEL WITH RUN OF BANK 4 PROPOSED 13 20' GRAVEL DECK (280 SF) PROPOSED PROPOSED RESIDENCE SEPTIC FIELD (1,701 SF) O/H EXPANSION PROPOSED PAVED 31.50' FFE:141.25 DRIVEWAY 12' 10' BFE/GARAGE EL.:132.25 6" SCH40 PVC 14' W 132.25 @2% SLOPE MIN. 4' PROPOSED 2'X2' 4' NDS CATCH BASIN x GROUND EL. 132.0 13 3 INLET INV. EL. 131.0 OUTLER INV. EL. 130.0 O/H 11.7' BOTTOM EL. 129.0 PROPOSED STABILIZED 18' CONSTRUCTION ENTRANCE 48 QUICK 4 EQUALIZER CHAMBERS W 48 QUICK 4 EQUALIZER ROOF LEADER 10' 9' CHAMBERS 10' DRAIN PROPOSED JUNCTION BOX (TYP.) X X O/H PROPOSED 4"SCH PVC 3 CULTEC 330 INFILTRATION CHAMBERS SILT FENCE (TYP.) @2% SLOPE MIN. PROPOSED 4"SCH PVC POP-UP EMITTER PROPOSED 1000 GROUND EL. 132.0 GAS GAL. SEPTIC TANK @2% SLOPE MIN. TOP CULTEC EL. 131.0 GAS W X BOTTOM CULTEC EL. 128.46 BOTTOM OF GRAVEL EL. 127.96 # SIZE BOTANICAL NAME COMMON NAME HEIGHT/SPREAD EASTERN RED CEDAR AMERICAN HOLLY ARROWWOOD VIBURNUM 10 5 GAL. JUNIPERUS VIRGINIANA EASTERN RED CEDAR 8'/8' 7 5 GAL ILEX OPACA AMERICAN HOLLY 8'/8' 6 1 GAL VIBURNUM DENTATUM ARROWWOOD VIBURNUM 6'/4' 11 1 GAL KALMIA LATIFOLIA MOUNTAIN LAUREL 5'/5' 9 1 GAL ILEX GLABRA INKBERRY 4'/4' MOUNTAIN LAUREL INKBERRIES MOUNTAIN LAUREL AMERICAN HOLLY ARROWWOOD VIBURNUM EASTERN RED CEDAR ROOT CROWN TO BE AT FINISH GRADE OR 1-2" ABOVE GRADE 2" SETTLED WIDE NYLON WEBBING LAYER OF MULCH FINISH GRADE ROOT CROWN AT TILLED OR BROKEN FINISH GRADE, UP SOIL MIN 12" DEEP OR 1-2" ABOVE GRADE 2"x2" WOOD STAKE AT 1/3 TREE HEIGHT 2X WIDTH OF OR BELOW GRADE ROOTBALL 2" SETTLED LAYER OF MULCH TILLED OR BROKEN UP TYP. SHRUB PLANTING: SOIL MIN 12" DEEP FINISH GRADE INDIVIDUAL PLANTING HOLE INKBERRIES NOT TO SCALE 2X WIDTH OF ROOTBALL WARNING: IT IS A VIOLATION OF NEW YORK ANDY CHEUNG, P.E. DRAWN BY: AC 18 TRAVIS AVENUE LLC DRAWING NO. EDUCATIONAL LAW, SECTION 7209.2, FOR ANY DESIGNED BY: AC AC ENGINEERING, PLLC 17 LANCASTER AVENUE, 2 PERSON, UNLESS HE IS ACTING UNDER THE EVERGREEN TREE PLANTING DIRECTION OF A LICENSED PROFESSIONAL CHECKED BY: AC MONTROSE, NY 10590 9 DUNHILL DR. NOT TO SCALE ENGINEER OR LAND SURVEYOR, TO ALTER THIS APPROVED BY: AC SECTION 54.8 BLOCK 3 LOT 27 DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING PERSON SHALL COMPLY WITH THE PROPOSED SINGLE FAMILY DWELLING PROJECT NO. JANUARY 2026 REQUIREMENTS OF NEW YORK EDUCATIONAL LAW, SECTION 7209.2 N.Y.P.E. LIC. NO. 084461 DATE REV DATE DESCRIPTION DATE CREATED COM LANDSCAPING PLAN MT-17LAN-NH Page 9 ZONING BOARD OF APPEALS FACT SHEET ZBA Member Assigned: Martinez ZBA Case #: 2026-9 Name of Applicant: Michael Piccirillo Architecture PLLC, on behalf of Owner: Sean McCormick Address of property: 132 Colabaugh Pond Road Section, Block, Lot: 56.9-1-5 Prior ZBA Case No.: N/A Zone: R-80 Lot Size: 1.2-acre Variance(s) Requested: Area variances per §307-17 Attachments 3 - Table of Dimensional Regulations in Residential Districts, as follows: Side Yard Setback #1 for Carport/Deck: Minimum required = 23’-4.75” Proposed = 7.0’ Relief sought = 16’-4.75” (70%) Side Yard Setback #2 for Carport/Deck: Minimum required = 23’-4.75” Proposed = 14.0’ Relief sought = 9’-4.75” (40%) Side Yard Setback for Cantilevered Roof: Minimum required = 23’-4.75” Proposed = 16’-9” Relief sought = 6’-4.75” (27%) Staff Comments: The Code Enforcement office received a building permit application for the construction of an addition to, a deck over a carport, and a cantilevered roof associated with the garage entrance – all items associated with a proposed addition to an existing single-family residence. SEQR: TYPE II – No further compliance required. Page 10 ® Cortlandt, NY 1 inch = 142 Feet September 8, 2026 www.cai-tech.com 0 142 284 426 Data shown on this map is provided for planning and informational purposes only. The municipality and CAI Technologies are not responsible for any use for other purposes or misuse or misrepresentation of this map. Page 11 Page 12 TOWN OF CORTLANDT ZONING BOARD OF APPEALS Town Hall, 1 Heady Street Cortlandt Manor, NY 10567 Town Supervisor Michael Fleming Main #: 914.734.1080 Richard H. Becker, MD Chairman Chris Beloff Town Board Frank Franco James F. Creighton Benito Martinez Cristin Jacoby Michael Mulé Robert Mayes Michelle Piccolo-Hill Joyce C. White Thomas Walsh NOTICE OF PUBLIC HEARING TOWN OF CORTLANDT ZONING BOARD OF APPEALS PLEASE TAKE NOTICE that the ZONING BOARD OF APPEALS of the Town of Cortlandt will conduct a Public Hearing to consider the application of Michael Piccirillo Architecture PLLC on behalf of Sean McCormick for area variances per Town Code Chapter 307 - Zoning, Attachment 3, Table of Dimensional Regulations, Residential Districts for reduced side yard setbacks related to a proposed carport, deck, and cantilevered roof associated with an existing single-family house on the lot. Said property is located at 132 Colabaugh Pond Road, is zoned R-80 Single Family Residential, and is designated on the Town of Cortlandt Tax Maps as Section 56.9, Block 1 Lot 5. The drawings and application materials are available for review at Town Hall, 1 Heady Street, Cortlandt Manor, NY. Please call the Planning Office at 914-734-1080 to schedule an appointment. In addition, the drawings and application materials will be posted to the Town’s website, as part of the September 17th ZBA Agenda, approximately one week prior to the meeting. SAID HEARING to be conducted at the Cortlandt Town Hall, 1 Heady Street, Cortlandt Manor, New York, on Thursday, September 17, 2026 at 6:30 P.M. or as soon thereafter as is possible at which time all interested persons shall be heard. The Zoning Board meeting will be a hybrid meeting. The required log-in information to attend the meeting via Zoom will be placed on the agenda for the meeting. The agenda will be posted to the Town’s website approximately one-week in advance of the meeting. ZONING BOARD OF APPEALS TOWN OF CORTLANDT Dated: 9/4/26 Michael Fleming Cortlandt Manor, New York Chairman ZBA Case No.: 2026-9 Page 13 TOWN OF CORTLANDT DEPARTMENT OF TECHNICAL SERVICES Town Supervisor Michael Preziosi, P.E. Richard H. Becker, M.D. Director D.O.T.S. Town Hall, 1 Heady Street Town Board John Schembari Cortlandt Manor, NY 10567 James F. Creighton Dir. Code Enforcement Main #: 914-734-1060 Cristin Jacoby Fax #: 914-734-1066 Robert E. Mayes Arthur D’Angelo, Jr., P.E. Joyce White Deputy Dir. D.O.T.S. May 14, 2026 Michael Piccirillo Architecture 132 Colabaugh Pond Rd Croton NY 10520 Re: A-26-242 – The Applicant is proposing to construct a 1-story addition, proposed deck over carport and entrance portico. Tax ID 56.9-1-5 Dear Michael Piccirilo, The Town of Cortlandt Department of Technical Services has reviewed the above referenced applications for conformance to the Town’s Zoning Code and the review of the submitted drawings on May 15, 2026 At this time, the application has been denied under Town Code Ch. 307 – Zoning, Attachment 3, Table of Dimensional Regulations, Residential Districts requires lots located in the R-80 zoning district with lot widths greater than 70 ft to have a side yard minimum setback of 20% of width to a maximum of 30-ft. The Applicant is requesting relief as follows as shown on SP-1 “Site Plan and Zoning Analysis” prepared by Michael A. Piccirillo, Architecture. • Reduction of side yard setback from 23’4.75” to 7.0’ for proposed carport and deck. • Reduction of side yard setback from 23’4.75” to 14.0’ for proposed carport and deck. • Reduction of side yard setback from 23’4.75” to 16’-9” for proposed cantilever roof. The site is otherwise compliant relative to building coverage, floor area and minimum landscape coverage. With this denial, you may now apply Online for a Zoning Board of Appeals proceeding. Upload this denial letter, the above referenced plans, and all required information outlined on the ZBA Application. Please Department of Technical Services 1 Page 14 upload .pdfs of all documents, to scale with digital seal and signature of the design professional of record. Upload the following: 1.Existing property survey 2.Revised SP-1, Site plan and Zoning Analysis 3. Front Elevation/Floor plan Sincerely, John Schembari Director of Code Enforcement Cc: Chris Kehoe – Director & Planning Michael Cunningham, – Deputy Town Attorney Department of Technical Services 2 Page 15 September 8, 2026 Town of Cortlandt Manor Zoning Board of Appeals 1 Heady Street Cortlandt Manor, NY 10567 ` Re: Addition ZBA Application McCormick Residence 132 Colabaugh Pond Road Cortlandt Manor, NY 10567 Chairman, 1. Whether an undesirable change will be produced in the character of the neighborhood or a detriment to nearby properties will be created by the granting of the area variance. The existing house is non-conforming and has been in place since it’s construction. The proposed addition and carport are in keeping with the neighborhood. 1. Whether the benefit sought by the applicant can be achieved by some method feasible for the applicant to pursue, other than an area variance. There is no other location for the Addition / Carport due to the narrow site and existing driveway 2. Whether the requested area variance is substantial. The variances are not substantial in compared to the overall benefit 3. Whether the proposed variance will have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district. The Addition is small and will have no adverse effect of the environment 4. Whether the alleged difficulty was self-created, which consideration shall be relevant to the decision of the board of appeals, but shall not necessarily preclude the granting of the area variance. The existing house is non-conforming and has been in place since it’s construction. The proposed addition and carport be in keeping with the neighborhood and not a very substantial variance. Sincerely, Michael Piccirillo, AIA 345 Kear Street - Suite 203 ) Yorktown Heights, New York 10598 Page 16 McCORMICK RESIDENCE RENOVATION NOTE: DO NOT SCALE DRAWINGS. REFER TO WRITTEN MEASUREMENTS FOR ACCURANCY, OR CONTACT ARCHITECT. CONTACT ARCHITECT IF THERE ARE ANY DISCECPENCIES. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF NEW YORK STATE EDUCATION LAW. C Copyright 2018 MICHAEL PICCIRILLO ARCHITECTURE 132 COLABAUGH POND ROAD, CROTON ON HUDSON, NY 10520 GENERAL NOTES ABBREVIATIONS SMOKE ALARMS / CARBON MONOXIDE ALARMS 1. ALL WORK SHALL CONFORM TO THE 2020 NYS RESIDENTIAL CODE AND LOCAL CODES. ALL AB ANCHOR BOLT DIAM DIAMETER INCL. INCLUDED PTD PAINTED TELE TELEPHONE ELECTRICAL, PLUMBING AND MECHANICAL WORK SHALL CONFORM TO ALL NATIONAL, AT ACOUSTICAL TILE DIM DIMENSION I.D. INSIDE DIAMETER P.LAM PLASTIC LAMINATE TV TELEVISION 1. SMOKE DETECTORS SHALL BE INSTALLED IN ALL BEDROOMS, ADJACENT HALL, AND ONE STATE AND LOCAL CODES. A.F.F ABOVE FINISHED FLOOR DN DOWN INSUL INSULATION PLWD PLYWOOD THK THICKNESS ON EACH STORY OF DWELLING PER 2020 NYS RESIDENTIAL CODE 2. THIS LAYOUT WAS BASED ON THE GIVEN CONFIGURATION AND FEATURES OF THE ADD. ADDENDUM DWG DRAWING INT INTERIOR PVC POLYVINYL CHLORIDE T&G TONGUE AND GROOVE A. ALL SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND EXISTING STRUCTURE. DIMENSIONS ARE GIVEN AS GUIDES TO ESTABLISH THE LAYOUT A/C AIR CONDITIONING D.F. DRINKING FOUNTAIN INV INVERT P.C.F. POUNDS PER CUBIC FOOT T&B TOP AND BOTTOM INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE WITHIN THE EXACT STRUCTURE. THE GENERAL CONTRACTOR AND EACH ALT ALTERNATE P.S.F. POUNDS PER SQUARE FOOT T.O.S. TOP OF SLAB HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. SUBCONTRACTOR SHALL CAREFULLY SURVEY AND EXAMINE THE EXISTING STRUCTURE IN ALUM ALUMINUM ELEC ELECTRIC JT JOINT P.S.I. POUNDS PER SQUARE INCH T.O.STL TOP OF STEEL B. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ESTABLISHING LAYOUT OF THE WORK IN ORDER TO ASSURE PROPER FIT AND ALIGNMENT ANOD ANODIZED E.W.C. ELECTRIC WATER COOLER POL POLISHED T.O.W. TOP OF WALL THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE OF THE NEW WORK WITH PROPER RELATIONSHIP TO EXISTING FEATURES. WHEN ARCH ARCHITECTURAL ELEV ELEVATION LAM LAMINATE PLAS PLASTER T TREAD (S) INDIVIDUAL UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS ESTABLISHING LAYOUT, CONTRACTORS SHALL CONTACT ARCHITECT FOR APPROVAL EQ EQUAL LAV LAVATORY TYP TYPICAL OVER BACKGROUND NOISE LEVELS WITHAL LL INTERVENING DOORS CLOSED. ALL BEFORE COMMENCING WITH CONSTRUCTION. BSMT BASEMENT EXP EXPOSED L.F. LINEAR FOOT QT QUARRY TILE T.O.C TOP OF CURB SMOKE DETECTORS SHALL BE INSTALLED PER THE 2020 NYS RESIDENTIAL CODE, 3. BEFORE SUBMITTING A PROPOSAL THE CONTRACTOR SHALL VISIT THE PREMISES, BIT BITUMINOUS EXT. EXTERIOR SECTION R314. FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO BLKG BLOCKING EXP. JT. EXPANISION JOINT MTL METAL RCP REFLECTED CEILING PLAN UL UNDERWRITERS LABORATORY 2. PROVIDE CARBON MONOXIDE DETECTORS PER 2020 NYS RESIDENTIAL CODE, SECTION THE NATURE AND SCOPE OF THE WORK AND THE DIFFICULTIES THAT ATTEND TO ITS BD BOARD MAS MASONRY RE REFERENCE UNO UNLESS NOTED OTHERWISE R315. EXECUTION. BLDG BUILDING FIN FINISH M.O. MASONRY OPENING REINF REINFORCED UR URNIAL 3. PROVIDE FIREBLOCKING PER THE 2020 NYS RESIDENTIAL CODE, SECTION R602.8. 4. MATERIALS, WORKMANSHIP AND INSTALLATION SHALL BE IN STRICT COMPLIANCE WITH F.F.E. FINISH FLOOR ELEVATION MECH MECHANICAL REV REVISION PROVIDE FIRE BLOCKING IN WALL CAVITIES OR FURRED SPACES THAT EXCEED 8 FT IN NOT ONLY THE MANUFACTURE'S PRINTED INSTRUCTIONS, BUT ALSO THE STANDARDS OF CAB CABINET F.P.S.C FIRE-PROOF, SELF-CLOSING MIN MINIMUM REQ REQUIRED V.C.T. VINYL COMPOSITION TILE HEIGHT, AROUND ALL PIPING, VENTS AND WIRING HOLES, ETC. RECOGNIZED AGENCIES OR ASSOCIATIONS. CIP CAST IN PLACE FLR FLOOR R RISER VB VAPOR BARRIER 4. SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY OPERATED WHEN INSTALLED IN 5. ALL MATERIALS SHALL BE NEW, UNLESS OTHERWISE SPECIFIED. CPT CARPET FTG FOOTING NOM NOMINAL RM ROOM VERT VERTICAL BUILDINGS WITHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL POWER SYSTEM, 6. PROVIDE TEMPORARY PROTECTION OF MATERIALS AND EQUIPMENT. C.B. CATCH BASIN FND FOUNDATION N.I.C. NOT IN CONTRACT R.O. ROUGH OPENING OR IN BUILDINGS WHERE EXISTING INTERIOR WALL OR CEILING FINISHES ARE NOT 7. CONTRACTOR SHALL PROTECT EXISTING PREMISES FROM DAMAGE DURING CLG CEILING N.T.S. NOT TO SCALE W/ WITH REMOVED TO EXPOSE THE STRUCTURE AS PER APPENDIX J 504.2.1 OF THE 2020 NYS CONSTRUCTION. CEM CEMENT GALV GALVENTIZED SIM SIMILAR WC WATER CLOSET RESIDENTIAL CODE. 8. IT IS INTENDED THAT THE CONTRACTOR PROVIDE A COMPLETE JOB. ANY OMISSIONS IN C.T. CERAMIC TILE GA GAUGE O.A.I. OUTSIDE AIR INTAKE SPEC SPECIFICATION WCOT WAINSCOT THESE GENERAL INSTRUCTIONS OR THE OUTLINE OF WORK ARE NOT TO BE COL COLUMN GYP. BD. GYPSUM BOARD O.C. ON CENTER SQ SQUARE WP WATERPROOFING CONSTRUCTED AS REMOVING SUCH ITEMS FROM THE RESPONSIBILITIES OF THE CONC CONCRETE O.H. OVERHAND S.F. SQUARE FOOT WR WATER RESISTANT CONTRACTOR. CMU CONCRETE MASONRY UNIT HD. WD. HARDWOOD OPNG OPENING S.Y. SQUARE YARD WS WEATHER STRIPPING 9. TIME REQUIRED TO COMPLETE THE PROJECT SHALL BE STATED IN CONTRACTOR'S CONST CONSTRUCTION HDR HEADER OPP OPPOSITE S.S. STAINLESS STEEL WT WEIGHT PROPOSAL. AFTER AWARD OF THE JOB, CONTRACTOR SHALL SUBMIT A CONSTRUCTION CONT CONTINUOUS HT HEIGHT O.D. OUTSIDE DIAMETER STD STANDARD W.W.F. WELDED WIRE FABRIC SCHEDULE FOR REVIEW, INDICTING THE SEQUENCE OF OPERATIONS AND TIME REQUIRED C.F. CUBIC FEET HM HOLLOW METAL OPT OPTION OR OPTIONAL STL STEEL W WIDE, WIDTH FOR EACH, ESTABLISHING A TARGET DATE. C.Y. CUBIC YARD HB HOSE BIB SYM SYMBOL WD WOOD 10. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN THE APPROPRIATE TRADES. CONTRACTOR SHALL KEEP SUFFICIENT WORKMEN ON THE JOB AT ALL TIMES TO PERFORM THE WORK IN THE MOST EXPEDICITION MANNER CONSISTENT CODE REQUIREMENTS ENERGY CODE REQUIREMENTS LIGHT AND VENTILATION NOTES WITH GOOD WORKMANSHIP, SOUND BUSINESS PRACTICE AN IN THE BEST INTEREST OF THE PROJECT. ALL NEW INTERIOR FINISHES SHALL COMPLY WITH 2020 NYS RESIDENTIAL CODE -INTERIOR WALL 2020 NYS RESIDENTIAL CODE, CHAPTER 4: RESIDENTIAL ENERGY EFFICIENCY THE BUILDING PLANS SHOWN HEREIN ARE IN COMPLIANCE WITH RESIDENTIAL CODE OF NEW No. DATE: ISSUE: 11. NO SUBSTITUTIONS WILL BE ACCEPTED UNLESS SUBMITTED IN WRITING TO AND CEILING FINISHES & CORRIDOR FINISHES SHALL BE A MIN CLASS “C” FLAME SPREAD AND -SEE TABLE, INSULATION AND FENESTRATION REQUIREMENTS. YORK STATE. THE BUILDING PLANS DESCRIBED HEREIN COMPLIES WITH CHAPTER 3 INCLUDING ARCHITECT/OWNER & APPROVED BY ARCHITECT/OWNER 1 10/28/2025 BLDG PERMIT REVIEW SMOKE DEVELOPMENT INDEX -THE BUILDING THERMAL ENVELOPE SHALL BE DURABLY SEALED TO LIMIT INFILTRATION. PARAGRAPH R303.1 OF THE 2020 NYS RESIDENTIAL CODE. 12. CONTRACTOR SHALL PROVIDE PROPER PROTECTION FOR ALL EXISTING WORK, -EXIT PASSAGE FINISHES SHALL BE A MIN CLASS "B" FLAME SPREAD AND SMOKE DEVELOPMENT -ALL JOINTS, SEAMS , AND PENETRATIONS FURNISHINGS AND FIXTURES LIKELY TO BE DAMAGED. WHEN EXTERIOR OPENINGS ARE INDEX -JOINTS AROUND DOORS/WINDOWS AND THEIR FRAMING ALL HABITABLE ROOMS HAVE BEEN PROVIDED WITH AN AGGREGATE GLAZING AREA OF NOT LESS MADE IN EXISTING WORK, THEY SHALL BE COVERED WITH WATERTIGHT PROTECTION AT -INTERIOR FLOOR FINISHES SHALL COMPLY WITH THE DOC FF 1 “PILL TEST” -UTILITY PENETRATIONS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. THE MINIMUM OPERABLE AREA FOR THE END OF THE DAY'S WORK. -WALLS AND CEILINGS SEPERATING CONDITIONED FROM NON VENTILATION TO THE OUTDOORS HAVE BEEN PROVIDED AT NOT LESS THAN 4 PERCENT OF 13. PATCH, REPAIR AND REPLACE ALL EXISTING WALLS, CEILINGS AND FLOORS DAMAGED PORTABLE FIRE EXTINGUISHERS CONDITIONED SPACE FLOOR AREA. DUE TO NEW CONSTRUCTION. -EXTINGUISHERS SHALL BE SELECTED, INSTALLED, MAINTAINED IN ACCORDANCE WITH NFPA 10. - -ATTIC ACCESS OPENINGS 14. STARTING TIME AND COMPLETION FOR CONSTRUCTION IS TO BE COORDINATED WITH PROVIDE (1) 2-A, EXTINGUISHER FOR EACH RETAIL SPACE, AND (2) 2-A, EXTINGUISHER FOR -RIM JOIST JUNCTION, SILL P[LATES AND HEADERS OWNER AND AGREED UPON BY BOTH PARTIES. WAREHOUSE SPACE 15. 16. CONTRACTOR IS EXPECTED TO WORK ON JOB WITHOUT ANY UNREASONABLE DELAY. IF A DELAY IS TO OCCUR, NOTIFICATION TO THE OWNER SHALL BE REQUIRED. WORK PERFORMED OVER ANY SURFACE CONSTITUTES ACCEPTANCE OF THAT SURFACE -EXISTING SPRINKLER SYSTEM SHALL BE MODIFIED PER NEW CONSTRUCTION TO PROVIDE THE REQUIRED COVERAGE FOR NEWLY CREATED SPACES. ALL SPRINKLER WORK/MODIFICATIONS -BUILDING ENVELOPE AIR TIGHTNESS SHALL BE TESTED IN ACCORDANCE WITH ASHREA/ASTM E779. McCormick 17. FOR THE SPECIFIED QUALITY OF THE WORK BEING PERFORMED THEREON. THE CONTRACTOR IS TO NOTIFY ARCHITECT IN WRITING OF ANY ADAPTATIONS TO THESE SHALL BE DONE IN ACCORDANCE WITH NFPA 72. HVAC - PROVIDE A MINIMUM OF ONE THERMOSTATE CAPABLE OF AUTOMATICALLY ADJUSTING SPACE TEMPERATURE PER 2020 NYS RESIDENTIAL CODE. -DUCTS IN ATTIC SHALL BE INSULATED TO MIN. R-8. ALL OTHER DUCTS SHALL BE INSULATED TO Residence DRAWINGS OR SPECIFICATIONS REQUIRED BY LOCAL LIFE AND SAFETY CODES OR ANY -NEW MECHANICAL WORK AND ALTERATIONS TO EXISTING MECHANICAL INSTALLATIONS SHALL MIN. R-6 (EXCEPT DUCTS LOCATED COMPLETELY WITHIN THE BUILDING THERMAL ENVELOPE) OTHER GOVERNING AGENCY. CONFORM TO CHAPTER 12 OF THE 2020 NYS RESIDENTIAL CODE. -ALL DUCTS SHALL BE SEALED AND COMPLY WITH M1601.3.1 OF 2020 NYS RESIDENTIAL CODE 18. SINCE IT IS NOT POSSIBLE TO INDICATE ON THE DRAWINGS ALL THE EXISTING WORK TO -HEATING AND COOLING LOADS SHALL BE DETERMINED IN ACCORDANCE WITH THE PROCEDURES -HOTAND COLD WATER PIPES SHALL BE INSULTED TO MIN. R-3 BE REMOVED BY DASHED LINES OR NOTES, THE CONTRACTOR IS ADVISED TO ACQUAINT DESCRIBED IN THE ASHREA/ACCA 183. -HEATING AND COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH ACCA MANUAL J. GC HIMSELF WITH THE ACTUAL CONDITIONS AT LOCATIONS WHERE ALTERATIONS OCCUR. -HVAC EQUIPMENT SHALL MEET THE MINIMUM EFFICIENCY REQUIREMENT OF 2020 NYS SHALL PROVIDE SYSTEM SPECIFICATIONS SHOWING COMPLIANCE WITH ABOVE. 19. THE CONTRACTOR SHALL REPORT TO ARCHITECT ANY AND ALL CONDITIONS WHICH MAY Greg and Joanna RESIDENTIAL CODE. -A MINIMUM OF 50% OF LAMPS SHALL BE IN LIGHTING FIXTURES SHALL BE HIGH-EFFICIENCY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT THE PROPER EXECUTION AND -THE HEATING SYSTEM SHALL BE CAPABLE OF MAINTAINING A MINIMUM INDOOR TEMPERATURE LAMPS COMPLETION OF THE WORK OF THIS CONTRACT. OF 68 DEG. F AT A POINT 3'-0” ABOVE THE FLOOR ON THE DESIGN HEATING DAY. 20. ALL CONSTRUCTION AND SUBCONTRACTED WORK IS TO BE PERFORMED BY -G.C. SHALL PROVIDE SYSTEM SPECIFICATIONS FOR ARCHITECT REVIEW. -EACH CONTRACTORS LICENSED IN THE STATE WHERE THE WORK IS BEING EXECUTED. HEATING/COOLING SYSTEM SHALL BE PROVIDED WITH THERMOSTATIC CONTROLS 21. ALL CONTRACTORS ARE RESPONSIBLE TO CONFORM TO THE OWNER'S INSURANCE REQUIREMENTS AND TO PROVIDE A CERT. OF INSURANCE TO ALL PARTIES UPON AWARD OF CONTRACT. -SUPPLY AND RETURN AIR DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED WITH MIN. R-5 INSULATION -ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. CLIMATIC AND GEOGRAPHIC CRITERIA TABLE R301.2 (1) 132 Colabaugh - PROPER CLEARANCES SHALL BE MAINTAINED TO ALL INSPECTION, SERVICE, REPAIR, OR 22. ALL CONTRACTORS ARE TO CONFORM WITH THE BUILDING OWNER'S REQUIREMENTS FOR REPLACEMENT WITHOUT REMOVING ELEMENTS OF PERMANENT CONSTRUCTION. DELIVERY TO THE SITE AND STORAGE OF ALL CONSTRUCTION MATERIALS. GROUND SPECIAL WIND REGION SEISMIC SUBJECT TO DAMAGE FROM WINTER DESIGN ICE SHIELD FLOOD 23. REMOVE DEBRIS AND ABANDONED ITEMS FROM AREA AND FROM CONCEALED SPACES. Pond Road, PLUMBING SNOW LOAD DESIGN TEMPERATURE UNDERLAYMENT HAZARDS CONTRACTOR TO COORDINATE REMOVAL OF DEBRIS FROM SITE SO THAT IT DOES NOT SPEED (MPH) CATEGORY TERMITE DECAY -SERVICE WATER HEATING EQUIPMENT SHALL MEET THE MINIMUM EFFICIENCY REQUIREMENT OF WEATHERING FROST LINE DEPTH REQUIREMENT INTERFERE WITH OWNER'S ACTIVITIES. 2020 NYS RESIDENTIAL CODE. 24. 25. PROPERLY PREPARE ALL SURFACES BEFORE APPLICATION OF FINISHES, IN STRICT ACCORDANCE WITH THE PRINTED RECOMMENDATIONS. EXECUTE PRIOR TO FINAL INSPECTION: CLEAN INTERIOR AND EXTERIOR SURFACES -ALL PLUMBING FIXTURES AND DRAINS USED TO RECIEVE OR DISCHARGE LIQUID WASTE SHALL BE DIRECTLY CONNECTED TO THE SANITARY DRAINAGE SYSTEM IN ACCORDANCE WITH 2020 NYS 30 PSF 115MPH B SEVERE 42" MODERATE HEAVY SLIGHT MODERATE 7*F YES NO Croton On Hudson, EXPOSED TO VIEW, REMOVE TEMPORARY LABELS, STAINS AND FOREIGN SUBSTANCES. CLEAN FIXTURES AND CABINETRY TO A SANITARY CONDITION. RESIDENTIAL CODE. -ALL PLUMBING FIXTURES AND APPLIANCES USING WATER SHALL BE CONNECTED TO THE WATER SUPPLY SYSTEM IN ACCORDANCE WITH 2020 NYS RESIDENTIAL NY 10520 26. PERMITS: A. GENERAL CONTRACTOR / SUBCONTRACTOR IS RESPONSIBLE FOR ALL CODE. -THE SUPPLY LINES AND FITTINGS FOR EVERY PLUMBING FIXTURE SHALL BE INSTALLED SO AS TO PREVENT BACKFLOW IN ACCORDANCE WITH ASME A 112.18.1 -STRAINER PLATES AND DRAIN INSULATION AND FENESTRATION REQUIREMENTS INFORMATION AND DESIGN (INCLUDING ELECTRICAL, SPRINKLER, AND MECHANICAL) REQUIRED BY LOCAL BUILDING OFFICIAL TO OBTAIN ALL NECESSARY BUILDING PERMITS FOR CONSTRUCTION. INLETS SHALL BE DESIGNED AND INSTALLED SO THAT ALL OPENINGS ARE NOT GREATER THEN 0.5" IN LEAST DIMENSION CLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAME MASS WALL FLOOR BASEMENT SLAB R-VALUE MICHAEL A PICCIRILLO, AIA - OPENINGS FOR PIPES MADE IN FLOORS, WALL, AND CEILINGS SHALL BE CLOSED AND ZONE U-FACTOR R-VALUE WALL R-VALUE R-VALUE R-VALUE WALL R-VALUE AND DEPTH B. GENERAL CONTRACTOR SHALL PAY FOR ALL PERMITS REQUIRED, UNLESS OTHERWISE SPECIFIED BY OWNER. PROTECTED BY INSTALLATION OF APPROVED METAL COLLARS THAT ARE FASTENED TO THE U-FACTOR Sheet List 345 KEAR STREET STRUCTURE. EXTERIOR WALL AND ROOF OPENINGS SHALL BE MADE WATER TIGHT WITH C. GENERAL CONTRACTOR SHALL OBTAIN FINAL CERTIFICATE OF OCCUPANCY UPON COMPLETION OF WORK AND SHALL FORWARD SAME TO OWNER. APPROVED FLASHING. -BURIED PIPING SHALL BE SUPPORTED THROUGHOUT ITS ENTIRE LENGTH. 4A 0.27 0.50 49 21 INT. OR 13+10 15/20g 30g 15/19 10.4FTd YORKTOWN HEIGHTS, NEW YORK 27. CLEANING: PIPE TRENCHES SHALL BE LINED WITH FINE GRAVEL. Sheet -THE DEISGN OF WATER DISTRIBUTION SYSTEM SHALL CONFORM TO ACCEPTED ENGINEERING THIS PROJECT MEANS THE PRESCRIPTIVE METHOD FOR ENERGY CODE COMPLIANCE: CLIMATE ZONE 4 Number Sheet Name A. MAINTAIN PREMISES AND PUBLIC PROPERTIES FREE FROM ACCUMULATIONS OF PRACTICE. METHODS UTILIZED TO DETERMINE PIPE SIZES SHALL BE APPROVED . WASTE, DEBRIS AND RUBBISH, CAUSED BY OPERATIONS. -WATER SERVICE AND DISTRIBUTION PIPE SHALL CONFORM TO NSF 61. B. AT COMPLETION OF WORK, REMOVE WASTE MATERIALS, RUBBISH, TOOLS, EQUIPMENT, MACHINERY AND SURPLUS MATERIALS AND CLEAN ALL SIGHT- ELECTRICAL A050 DEMOLITION PLAN 28. EXPOSED SURFACES. LEAVE PROJECT CLEAN AND READY FOR OCCUPANCY. WARRANTIES: A. CONTRACTOR SHALL WARRANTY THE WORK WILL BE FREE FROM DEFECTIVE -NEW ELECTRICAL COMPONENT, EQUIPMENT, AND SYSTEMS AND ALTERATIONS TO EXISTING ELECTRICAL INSTALLATIONS SHALL CONFORM TO NFPA 70. REFERENCE SYMBOLS A100 A101 FIRST FLOOR PLAN FIRST FLOOR www.mpiccirilloarchitect.com MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER THE DATE OF OWNER'S ACCEPTANCE OR WITHIN SUCH PERIOD OF TIME AS MAY BE PRESCRIBED FUEL AND GAS Ref ELECTRICAL PLAN -NEW FUEL GAS WORK AND ALTERATIONS TO EXISTING FUEL GAS INSTALLATIONS SHALL 1 Ref BY THE TERMS OF ANY APPLICABLE SPECIAL WARRANTY REQUIRED BY THE CONFORM TO THE 2020 NYS RESIDENTIAL CODE. INTERIOR ELEVATION 1 EXTERIOR ELEVATION A200 ROOF PLAN CONTRACT DOCUMENTS. 0 GRID LINES Ref Ref SIM 29. CONTRACTOR AGREES THAT HE IS SKILLED AND EXPERIENCED IN THE USE AND 1 BUILDING SECTION A300 ELEVATIONS TITLE Ref Ref 1 A101 1 1 A101 1 INTERPRETATION OF PLANS AND SPECIFICATIONS. HE HAS CAREFULLY REVIEWED THE A101 SHEET NUMBER SHEET NUMBER SHEET NUMBER A301 ELEVATIONS PLANS AND SPECIFICATIONS FOR HIS PROJECT AND HAS FOUND THEM TO BE FREE OF ENERGY CODE NOTE GRID LINES AMBIGUITIES. FURTHER, HE HAS CAREFULLY EXAMINED THE SITE OF THE WORK AND DOOR LOCATION SYMBOL 1 Ref 1 A400 BUILDING SECTIONS FROM HIS OWN OBSERVATIONS HAS SATISFIED HIMSELF AS TO THE NATURE AND I CERTIFY THAT I AM A LICENSED PROFESSIONAL. I ALSO CERTIFY THAT TO THE BEST OF MY Ref A500 WALL TYPES LOCATION OF THE WORK; THE CHARACTER, QUALITY, AND QUANTITY OF MATERIALS; THE DIFFICULTIES LIKELY TO BE ENCOUNTERED AND OTHER ITEMS FOUND ON THE JOB. PROFESSIONAL KNOWLEDGE THE BUILDING PLANS SHOWN HEREIN ARE IN COMPLIANCE WITH THE 2020 NYS RESIDENTIAL CODE. 0 101 DOOR REFERENCE I.D. 1t WINDOW TAG A600 DETAILS 30. THE CONTRACTORS' EXPERIENCE, EXPERTISE AND PROFESSIONAL JUDGMENT SHALL NOT BE DISREGARDED DURING THE CONSTRUCTION PROCESS. THE CONTRACTORS' A700 SCHEDULES Room name T001 INPUT, COMMENTS AND RECOMMENDATIONS WILL BE WELCOMED AND EXPECTED BY THE SIGNED: DATE: ROOM NAME SYMBOL REVISION SYMBOL Name ELEVATION LEVEL LINE T001 TITLE OWNER AND THE ARCHITECT. CONSTRUCTION ALTERNATIVES WILL BE CONSIDERED AND 101 1 Elevation EMBRACED IF THEY HAVE MERIT AND A BETTER RESULT CAN BE ACHIEVED. SUCH ROOM REFERENCE I.D. REVISION I.D. CHANGES MAY NOT TAKE PLACE WITHOUT THE EXPRESS APPROVAL OF THE ARCHITECT. Page 17 ZONING DATA: Town of Cortlandt TAX MAP #: 59.1-1-5 ZONE: R-80 TABLE BUILDING REQUIREMENTS RE REQUIRED EXISTING PROPOSED VARIANCE A RY MINIMUM LOT AREA 80,000 SF 1.2 ACRE 30 S E 53,743.59 SF NO CHANGE NO AR '-0 D " MAX FLOOR AREA 6,042 SF 2,002 SF 2,696 SF NO TB AC MAX BLDG COVERAGE 3,927.3 SF 2,002 SF 2,696 SF NO NOTE: K DO NOT SCALE DRAWINGS. REFER TO WRITTEN MEASUREMENTS FOR ACCURACY, OR CONTACT MINIMUM LOT WIDTH 200 FT 117.25 FT NO CHANGE NO ARCHITECT. CONTACT ARCHITECT IF THERE ARE ANY DISCREPANCIES. UNAUTHORIZED ALTERATIONS OR AVERAGE LOT DEPTH 458.33 FT NO CHANGE NO ADDITIONS TO THIS DRAWING IS A VIOLATION OF NEW YORK STATE EDUCATION LAW. MINIMUM LANDSCAPE 70% 97% 95% Copyright 2022 MICHAEL PICCIRILLO ARCHITECTURE PLLC 49,667.1 SF NO COVERAGE 36,590.4 SF 50,196.5 SF GARAGE 241 SF NO CHANGE NO BASEMENT 1,574 SF NO CHANGE NO FIRST FLOOR 1,834.5 SF 2,363.9 SF NO HEIGHT / STORIES 35' / 2-1/2 < 35' / 2 1/2 +/- 16' FT NO SETBACK REQUIREMENTS FRONT 50'-0" 57'-2" 58'-0" NO SIDE (EAST) 23.6' 36.2' NO CHANGE NO SIDE (WEST) TO DECK 23.45' 17.3' 7.0' YES ±3 SIDE (WEST) TO HOUSE 23.45' 17.3' 16.7 YES 34 REAR +/- 334'-0" +/- 335'-0" NO 33 30'-0" ' 5'- SHED 20'-0" 14'-1021" NO CHANGE NO 7" 3 " ' - 4 4 RD 23 YA K E C SID TBA 7,739,076.51 SE 3 4" 3 4" 3 - 4 D 8'- ' 23 YAR K 45 E C SID TBA SE 1 8" 11 5'- ED ±1 . SH EX .2' 36 DATE: ISSUE: 1 10/28/2025 ISSUED FOR BLDG PERMIT REVIEW EXISTING DECK 2 5/1/2026 REVIEW EXISTING TO REMAIN DE " CK TO RE 4'-0 1 1 21 STORY MAIN WOOD 0" 7'- FRAMED FR PROPOSED PROJECT NAME: DWELLING O 1 STORY NT RD .3' MCCORMICK RESIDENCE 17 9" '- YA 50' - ADDITION 1 21 STORY 16 57 RD 0" RENOVATION AND ADDITION .2 ' SET WOOD ND ' 58 BA 14 ' CK FRAMED PROPOSED PROJECT ADDRESS: EX IVE PO DWELLING DR DECK OVER IST CARPORT 132 COLABAUGH POND ROAD IN CROTON-ON-HUDSON, NY 10520 G H UG 0" PROPOSED 7'- CANTILEVER BA TING IS ' EX EXISTING PROPOSED LA .3 17 PATIO PORTICO 9" CO '- 16 EXISTING RD STAIRS TO BE 2'-9" REMOVED SITE PLAN A SCALE: 1" = 30'-0" PROPOSED EXIST SSDS MICHAEL A PICCIRILLO, AIA ND STAIRS TANK 345 KEAR STREET SUITE #203 INFORMATION FOR THIS SITE PLAN TAKEN FROM SURVEY BY: YORKTOWN HEIGHTS, NEW YORK 10598 PO EXISTING EDWARD T. GANNON, P.L.S DRIVE PR P.O. BOX 285 O PO H BLOOMING GROVE, NY 10914 SE UG D 58 DATED 05-08-2019 ' www.mpiccirilloarchitect.com BA SITE PLAN ZONING ANALYSIS LA CO SCALE: DATE: AS NOTED 10-28-2025 DRAWN BY: MAP ENLARGED SITE PLAN B SCALE: 1" = 10'-0" CHK'D BY: 2 OF 10 MAP SP-1 Page 18 DEMOLITION NOTES 1. DEMOLITION AND REMOVAL OF INTERIOR AND EXTERIOR WALLS, CEILINGS, ROOF, ETC., AS INDICATED ON THE DRAWINGS. 2. LOCATE DUMPSTER AS INDICATED ON SITE PLAN. 3. DEMOLISH AND REMOVE INDICATED AREAS IN A SAFE AND ORDERLY WAY, REMOVING ELEMENTS N SMALL PIECES. USE NO EXPLOSIVES. 4. PREVENT THE SPREAD OF DUST OR DEBRIS TO UNAFFECTED PARTS OF THE SITE, ADJACENT PROPERTIES, OR PUBLIC STREETS. CLEAN UP ANY DUST OR DEBRIS SPREAD BY DEMOLITION. 5. TAKE STEPS TO PROTECT EXISTING CONDITIONS TO REMAIN. REPAIR ANY DAMAGE AT NO COST TO THE OWNER. PROTECT AND MARK ALL NEW OPENINGS, WHICH COULD BE NOTE: HAZARDOUS. 6. PROVIDE TEMPORARY SUPPORT WHERE REQUIRED FOR REMOVAL OF STRUCTURAL DO NOT SCALE DRAWINGS. REFER TO WRITTEN MEASUREMENTS FOR ACCURANCY, OR CONTACT ARCHITECT. MEMBERS. CONTACT ARCHITECT IF THERE ARE ANY DISCECPENCIES. 7. STORE THOSE ITEMS INDICATED TO BE SAVED SO THAT THEY ARE PROTECTED FROM UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DAMAGE BY WEATHER OR FURTHER CONSTRUCTION ACTIVITIES. DRAWING IS A VIOLATION OF NEW YORK STATE EDUCATION 8. ALL ITEMS NOT BEING USED SHALL BE REMOVED. ANY AND ALL ITEMS PRESENTLY IN USE LAW. BUT WILL NOT BE UTILIZED SHALL BE REMOVED. G.C. SHALL V.I.F. ALL ITEMS CURRENTLY C Copyright 2018 MICHAEL PICCIRILLO ARCHITECTURE NOT IN USE FOR DEMOLITION. 9. EXISTING STRUCTURE SHALL BE MAINTAINED IN A WEATHER TIGHT CONDITION THROUGHOUT DEMOLITION. WHERE ITEMS DEEMED TO BE REMOVED SHALL EXPOSE INTERIOR OF BUILDING TO WEATHER ELEMENTS, MEASURES, PROTECTION AND SCHEDULING SHALL TAKE PLACE TO PREVENT DAMAGE TO ITEMS TO REMAIN. 10. THE CONTRACTOR SHALL FULLY ACQUAINT HIMSELF WITH THE EXISTING AND SHALL HAVE VISITED AND INSPECTED THE JOB SITE AND BE FULLY INFORMED AS TO THE NATURE OF EQUIPMENT AND FACILITIES NEEDED FOR THE PROPER EXECUTION OF THE WORK. STARTING OF DEMOLITION AND REMOVAL OPERATIONS WILL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR HAS COMPILED WITH THESE REQUIREMENTS AND ALTER CLAIMS FOR DIFFICULT ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN WILL NOT RECOGNIZED. 11. TEMPORARY PROTECTION: PARTICULAR ATTENTION SHALL BE GIVEN TO THE PROTECTION OF EXISTING STRUCTURE AND FINISHES SO AS TO PREVENT ANY DAMAGE OF EXISTING FINISHES NOT DESIGNATED FOR DEMOLITION. PROVIDE ALL NECESSARY TEMPORARY CONSTRUCTION AND DUST PROOF PROTECTION. PROTECTION SHALL BE IN COMPLIANCE WITH BUILDING STANDARDS, TYPE AND LOCATION OF PROTECTION SHALL BE REVIEWED WITH OWNERS CONSTRUCTION REPRESENTATIVE PRIOR TO COMMENCING WORK. EXISTING DECK TO REMAIN No. DATE: ISSUE: 1 10/28/2025 BLDG PERMIT REVIEW McCormick Residence Greg and Joanna DN DN 132 Colabaugh Pond Road, Croton On Hudson, NY 10520 MICHAEL A PICCIRILLO, AIA 345 KEAR STREET YORKTOWN HEIGHTS, NEW YORK Demolition First Floor 1 1/4" = 1'-0" www.mpiccirilloarchitect.com DEMOLITION PLAN A050 Page 19 A300 CONSTRUCTION NOTES 2 1. PREPARE EXISTING SUBFLOOR FOR NEW FLOOR FINISHES. 2. PATCH AND REPAIR ALL WALLS DAMAGED BY DEMOLITION TO APPEAR INTEGRAL WITH NEW WORK. 3. PROVIDE SADDLES AND WEATHERSTRIPPING AT ALL EXTERIOR DOORS. 13' - 10" 25' - 5" 5' - 0 1/4" 4. ALL PARTITIONS WITH WALL HUNG CABINETS, WALL HUNG FIXTURES, WALL TILE OR COAT RACKS TO HAVE 2X WOOD STUDS @ 12" O.C. OR AS REQUIRED. 5. SHELVING TO BE PAINT GRADE BIRCH PLYWOOD WITH 1-1/4" HARDWOOD EDGE TYP. IN EVERY CLOSET. PROVIDE ADJUSTABLE SHELVES IN STORAGE OR PROVIDE COAT ROD. BRACKETS AND SHELVING IN EVERY COAT CLOSET. ALL PIPING NOT BEING CONNECTED TO ACTIVE FIXTURES SHALL BE CUT BACK BELOW LEVEL OF FINISHED FLOOR AND CAPPED NOTE: PER APPLICABLE CODES AND REGULATIONS. DO NOT SCALE DRAWINGS. REFER TO WRITTEN EXISTING DECK TO REMAIN MEASUREMENTS FOR ACCURANCY, OR CONTACT ARCHITECT. CONTACT ARCHITECT IF THERE ARE ANY DISCECPENCIES. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF NEW YORK STATE EDUCATION LAW. C Copyright 2018 MICHAEL PICCIRILLO ARCHITECTURE 106 WALL AND DOOR SYMBOLS 105 EXISTING WALL NEW WALLS TOO BE CONSTRUCTED. SEE BUILDING SECTION FOR DETAILS. 2 1 EXISTING DOOR TO REMAIN PRIMARY BED 14' - 7 1/4" A400 A500 ROOM LIVING ROOM NEW DOOR TO BE INSTALLED 8 2 NEW CONCRETE FOUNDATION WALL 194 SF 398 SF EXISTING FOUNDATION WALL TO REMAIN NEW 4" HARDWOOD PLANK 1 NEW 4" TILE THROUGHOUT. RED OR EXISTING WALL TO BE REMOVED 2 THROUGHOUT, TO WHITE OAK TO BE BE SELECTED BY SELECTED BY OWNER. OWNER. 2 108 107 104 2 2 8' - 2 3/4" PRIMARY 001 CLOSET 100 BATHROOM 101 6 ENTRY 10 W.I.C 9' - 5" 5 2 2 3 2 7 SF 4 2 83 SF 9 1 A400 A500 A500 48 SF DINING AREA 41 SF 73 5 2 146 SF 1 A301 2 1 A300 2 NEW 4" TILE DN THROUGHOUT, TO 1 52' - 6" BE SELECTED BY KITCHEN 5' - 0 1/2" 2 CLOSET OWNER. 4 110 DN 3 12 2 9' - 0" 236 SF 2 2 10 SF 6' - 5 3/4" 7' - 1" 15' - 10 7/8" NEW 2-1/4" BEDROOM 103 4 No. DATE: ISSUE: DW HARDWOOD PLANK 11 2 109 2 1 1 10/28/2025 BLDG PERMIT REVIEW 2 131 SF BATHROOM 15' - 1" 7' - 6 7/8" 7 102 2 48 SF CLOSET 5' - 0" 2 112 PANTRY 2 2 REF. 2 15 4 McCormick 9' - 0" 2 10 SF 3 SF 2 NEW 2-1/4" BEDROOM DN LAUNDRY VENT DRYER TO Residence HARDWOOD OUTSIDE 2 2 PLANK 14 2 111 W 18 D 3 1 131 SF PROVIDE FLOOR 18 SF PAN WITH DRAIN 1 1 114 Greg and Joanna 2 FAMILY ROOM 2 NEW 4" HARDWOOD PLANK 2 113 THROUGHOUT. RED OR 13 9' - 10 3/8" 2 OFFICE 8' - 11 3/4" 4 3 WHITE OAK TO BE DEN SELECTED BY OWNER. 218 SF A400 A500 17 16 59 SF 132 Colabaugh Pond Road, 2 145 SF 1 2 Croton On Hudson, NY 10520 002 2 2 3 3 2 32' - 9 3/4" 1 5' - 11 3/4" MICHAEL A PICCIRILLO, AIA 39' - 2" 345 KEAR STREET YORKTOWN HEIGHTS, NEW YORK 14' - 0" DECK WITH CARPORT BELOW www.mpiccirilloarchitect.com - --- 18' - 0" FIRST FLOOR PLAN 1 A100 A301 First Floor 1 1/4" = 1'-0" Page 20 ELECTRICAL NOTES A300 ELECTRICAL LEGEND 2 1. ALL RECESSED LIGHTS TO BE LED. 220 VOLT SINGLE POLE SWITCH 2. ALL LIGHTS TO BE ON DIMMERS. EX EXISTING WALL RECEPTACLE THREE WAY SWITCH 3. ALL SURFACE MOUNTED WALL AND CEILING FIXTURES SHALL BE PURCHASED BY THE OWNER AND COORDINATED AND INSTALLED BY THE CONTRACTOR. NEW WALL RECEPTACLE 4. ALL SMOKE DETECTORS SHALL BE TANDEM HARD WIRED SUCH THAT WHEN ONE SOUNDS, FOUR WAY SWITCH ALL WILL SOUND PER NATIONAL ELECTRICAL CODE, LOCAL CODE, NFPA 72. 4 QUAD GANGED WALL RECEPTACLE 4 5. EXACT LOCATIONS OF ALL LIGHT FIXTURES SHALL BE REVIEWER WITH THE OWNER ON CT WALL RECEPTACLE AT 48" A.F.F. J JAMB SWITCH SITE PRIOR TO INSTALLATION. ELECTRICAL OUTLETS SHALL BE INSTALLED TO MATCH EXISTING, EXCEPT AT COUNTERTOPS, VANITIES, AND AS OTHERWISE NOTED. DATA WP WEATHER PROOF/GFI 6. ALL ELECTRICAL WORK SHALL BE IN COMPLIANCE WITH APPLICABLE CODES. THE NOTE: FLOOR OUTLET RECEPTACLE TELEPHONE / DATA CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE AND FOR OBTAINING CERTIFICATE FROM THE NEW YORK STATE BOARD OF FIRE UNDERWRITERS. DO NOT SCALE DRAWINGS. REFER TO WRITTEN GFI GROUND FAULT RECEPTACLE (GFI) S SMOKE DETECTOR HARD WIRED 7. CONTRACTOR SHALL PROVIDE RECEPTACLES / POWER TO ALL MAJOR APPLIANCES AS MEASUREMENTS FOR ACCURANCY, OR CONTACT ARCHITECT. SD WITH BATTERY BACKUP REQUIRED. TYPE, QUANTIFIES, AND LOCATIONS SHALL BE COORDINATED WITH THE CONTACT ARCHITECT IF THERE ARE ANY DISCECPENCIES. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS RECESSED LIGHT FIXTURE SPECIFIC APPLIANCES BEING INSTALLED. DRAWING IS A VIOLATION OF NEW YORK STATE EDUCATION 8. CONTRACTORS SHALL INSTALL CONVENIENCE OUTLETS IN ALL ROOMS, INCLUDING LAW. S CARBON MONOXIDE DETECTOR HALLWAYS AS PER APPLICABLE CODES. RECESSED LIGHT FIXTURE IN WET CM C Copyright 2018 MICHAEL PICCIRILLO ARCHITECTURE WP 9. ALL SWITCHES GROUPED TOGETHER SHALL BE GANGED ON ONE SWITCH PLATE. AREA H 10. EXTERIOR LIGHTING TO BE ON PHOTOSENSOR / SWITCH. NEW 140 CFM EXHAUST FAN BY HEAT DETECTOR 11. TELEPHONE, FAX, COMPUTER, TELEVISION, AND OTHER COMMUNICATION WIRING TO BE WALL AND DOOR SYMBOLS PANASONIC WITH HUMIDISTAT BY LOCATED IN FIELD WITH THE OWNER. JOHNSON CONTROL B DOOR BELL 12. ALL SWITCHES TO BE DIMMERS, TYPICAL, U.O.N., EXCEPT OVER COUNTERTOP. 13. PROVIDE RECEPTACLES AS SHOWN OR AT MINIMUM CODE REQUIREMENTS. EXISTING WALL EXTERIOR MOTION SENSOR LIGHT CEILING MOUNTED FAN WITH LIGHT FIXTURE 14. PROVIDE DEDICATED CIRCUITS FOR MICROWAVE, TOASTER OVEN, ETC. SCONCE 15. ALL SURFACE MOUNTED WALL AND CEILING LIGHT FIXTURES SHALL BE PURCHASED BY NEW WALLS TOO BE CONSTRUCTED. THE OWNER AND COORDINATED AND INSTALLED BY CONTRACTOR. SEE BUILDING SECTION FOR DETAILS. 2 1 16. ALL SMOKE DETECTORS SHALL BE TANDEM HARD WIRED SUCH THAT WHEN ONE PRIMARY BED SOUNDS, ALL WILL SOUND PER NATIONAL ELECTRICAL CODE, LOCAL CODE, NFPA 72. A400 A500 EXISTING DOOR TO REMAIN ROOM 17. EXACT LOCATIONS OF ALL LIGHT FIXTURES SHALL BE REVIEWED WITH THE OWNER ON LIVING ROOM SITE PRIOR TO INSTALLATION. ELECTRICAL OUTLETS SHALL INSTALLED TO MATCH 8 EXISTING, EXCEPT FOR AT COUNTERTOPS, VANITIES, AND AS OTHERWISE NOTED. NEW DOOR TO BE INSTALLED 2 18. ALL ELECTRICAL WORK SHALL BE IN COMPLIANCE WITH APPLICABLE CODES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE AND FOR OBTAINING CERTIFICATE FROM THE NEW YORK STATE BOARD OF FIRE UNDERWRITERS. NEW CONCRETE FOUNDATION WALL 19. CONTRACTOR SHALL PROVIDE RECEPTACLES / POWER TO ALL MAJOR APPLIANCES AS REQUIRED. TYPE, QUANTITY, AND LOCATIONS SHALL BE COORDINATED WITH THE EXISTING FOUNDATION WALL TO SPECIFIC APPLIANCES BEING INSTALLED. REMAIN 20. CONTRACTOR SHALL INSTALL CONVENIENCE OUTLETS IN ALL ROOMS, INCLUDING HALLWAYS AS PER APPLICABLE CODES. VERIFY IN FIELD. EXISTING WALL TO BE REMOVED 21. ALL SOFFIT CONCEALING DUCTWORK SHALL BE BUILT TO THE HIGHEST POSSIBLE. 22. ALL SWITCHES GROUPED TOGETHER SHALL BE GANGED ON ONE SWITCH PLATE. 23. EXTERIOR LIGHTING TO BE ON PHOTOSENSOR/SWITCH 24. TELEPHONE, FAX, COMPUTER, TELEVISION, AND OTHER COMMUNICATION WIRING TO BE LOCATED IN FIELD WITH THE OWNER. 25. ALL SWITCHES TO BE DIMMERS, TYPICAL, U.O.N., EXCEPT OVER COUNTERTOP PRIMARY 26. RECESSED LIGHTING FIXTURES WITH CLEAR TRIM BY LIGHTOLIER, TYP. U.O.N. OR APPROVE EQUAL. BATHROOM 27. PROVIDE RECEPTACLES AS SHOWN OR AT MIMINUM CODE REQUIREMENTS 10 28. PROVIDE DEDICATED CIRCUITS FOR MICROWAVE, TOSTER OVEN, ETC W.I.C 29. PROVIDE PROPER CIRCUIT FOR EACH APPLIANCE. B 3 2 4 30. PROVIDE 4 CERAMIC FIXTURES IN ATTIC A400 A500 9 A500 31. SWITCHES - SHALL BE PADDLE TYPE, QUIET TYPE BY LEVITON OR EQUAL, COLOR TO BE DINING AREA SELECTED. 32. DIMMERS TO BE LUTRON DIVI OR EQUAL, COLOR TO BE SELECTED. WP 5 33. PLATES - SHALL BE DECORA, COLOR TO BE SELECTED. WP 34. RECEPTACLES - SHALL BE LEVITON DECORA LINE OR EQUAL DUPLEX GROUNDED, COLOR TO BE SELECTED. HEIGHT TO BE AS SHOWN OR AS DIRECTED BY ARCHITECT OR SHOWN GFI A301 2 1 A300 ON PLANS. SPECIAL RECEPTACLES FOR EQUIPMENT AS SHOWN ON THE DRAWINGS. EXTERIOR RECEPTACLES SHALL BE WATERPROOF TYPE WITH GASKETED SPRING COVERS EQUAL TO THE LEVITON 6196. 35. RECESSED LIGHTING FIXTURES - SHALL BE 3" DIA. RECESSED FIXTURES WITH CLEAR TRIM KITCHEN BY LIGHTOLIER, TYP. U.O.N. A. WET LOCATIONS - 3 a. 5" APERATURE - LYTENING MODEL 1081CD WITH FINISH: CLEAR DIFFUSE COORDINATE WITH PROPER FRAME-IN KIT BEDROOM B. WALL WASHER - a. 5" APERATURE - LYTECASTER MODEL 1085 WITH FINISH: PERMAWHITE 11 DIFFUSE COORDINATE WITH PROPER FRAME-IN KIT GFI C. TYPICAL RECESSED - DW a. 3 3/4" APERATURE - LYTECASTER MODEL 2013CD WITH FINISH: CLEAR DIFFUSE COORDINATE WITH PROPER FRAME-IN KIT No. DATE: ISSUE: D. TYPICAL LOW VOLTAGE - 1 10/28/2025 BLDG PERMIT REVIEW E. 3 3/4" APERATURE - LYTECASTER MODEL 2000LV WITH FINISH: CLEAR DIFFUSE. GFI COORDINATE WITH PROPER FRAME-IN KIT 36. UNDERCABINET LIGHTS SHALL BE LOOX LED 3006, MANUFACTURED BY HAFELE. 37. UNDER COUNTER POWER STRIP SHALL BE WIREMOLD PLUGMOLD, HARDWIRED BATHROOM 7 PANTRY REF. WP 4 BEDROOM 14 McCormick W D Residence FAMILY ROOM DEN 16 13 Greg and Joanna 4 3 OFFICE A400 A500 17 132 Colabaugh Pond Road, Croton On Hudson, NY 10520 MICHAEL A PICCIRILLO, AIA EXTERIOR LED RECESSED LIGHT UNDER 345 KEAR STREET DECK OPTION: LED LIGHTS UNDER RAIL YORKTOWN HEIGHTS, NEW YORK www.mpiccirilloarchitect.com - --- FIRST FLOOR 1 ELECTRICAL PLAN A301 1 First Floor Electrical Plan 1/4" = 1'-0" A101 Page 21 GENERAL ROOFING NOTES 1. PRIOR TO THE COMMENCEMENT OF WORK OR FABRICATION OF COMPONENTS, CONTRACTOR SHALL INVESTIGATE AND VERIFY ALL CONDITIONS, DIMENSIONS AND ELEVATIONS OF THE NEW CONSTRUCTION IN THE FIELD. ALL DISCREPANCIES BETWEEN FIELD VERIFIED CONDITIONS, DIMENSIONS AND ELEVATIONS INDICATED ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING. 2. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL CODES AND AUTHORITIES HAVING JURISDICTION. 3. INSTALL ALL NEW ROOFING IN ACCORDANCE WITH THE OWNER'S REQUIREMENTS AND NOTE: MANUFACTURER'S INSTALLATION SPECIFICATIONS. 4. PROVIDE ALL ACCESSORIES, MATERIALS, FASTENERS, ETC. FOR COMPLETE ROOF DO NOT SCALE DRAWINGS. REFER TO WRITTEN MEASUREMENTS FOR ACCURANCY, OR CONTACT ARCHITECT. INSTALLATION. CONTACT ARCHITECT IF THERE ARE ANY DISCECPENCIES. 5. ALL ROOF PENETRATIONS TO BE MADE WATERTIGHT AS PER DETAILS AND ROOF UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS MANUFACTURER'S SPECIFICATIONS. REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL DRAWING IS A VIOLATION OF NEW YORK STATE EDUCATION ROOF PENETRATIONS. LAW. 6. CONTRACTOR TO PROVIDE AND INSTALL LIFETIME ASPHALT SHINGLES. C Copyright 2018 MICHAEL PICCIRILLO ARCHITECTURE STANDING SEAM ROOFING NOTES 2.25 24 GAUGE HIGH STRENGTH GALVALUM STEEL, AZ-50 OR AZ-55 COATING, PREMIUM CERTIFIED PAINT SYSTEM, BRONZE, 1-1/2" SEAM HEIGHT, CONCEALED CLIP FASTENING SYSTEM, 16" WIDE COVERAGE, UL 790 CLASS FIRE RESISTANCE RATING, UL-2218 CLASS 4 HAIL IMPACT RESISTANCE, 2 1 UL 580 CLASS 90 UPLIFT TEST RATING, GC TO SUBMIT COLOR SAMPLE FOR APPROVAL. A400 A500 5 1.02 5 3 2 4 A400 A500 3 No. DATE: ISSUE: 1 10/28/2025 BLDG PERMIT REVIEW McCormick Residence 2.24 Greg and Joanna 2 4 3 A400 A500 132 Colabaugh Pond Road, Croton On Hudson, NY 10520 MICHAEL A PICCIRILLO, AIA 345 KEAR STREET YORKTOWN HEIGHTS, NEW YORK Roof 1 1/4" = 1'-0" www.mpiccirilloarchitect.com ROOF PLAN A200 Page 22 NOTE: DO NOT SCALE DRAWINGS. REFER TO WRITTEN Roof MEASUREMENTS FOR ACCURANCY, OR CONTACT ARCHITECT. 15' - 9 13/32" CONTACT ARCHITECT IF THERE ARE ANY DISCECPENCIES. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF NEW YORK STATE EDUCATION LAW. 6 6 C Copyright 2018 MICHAEL PICCIRILLO ARCHITECTURE Attic 9' - 0" 1 2 1 1 2 1 1 2 1 001 Half Level 2' - 0" First Floor 0' - 0" 003 Basement -8' - 6" Front Elevation 1 1/4" = 1'-0" No. DATE: ISSUE: 1 10/28/2025 BLDG PERMIT REVIEW Roof 15' - 9 13/32" McCormick 6 1.02 Residence 2.25 3 Attic 9' - 0" Greg and Joanna 1 2 1 106 132 Colabaugh Pond Road, Half Level 2' - 0" Croton On Hudson, First Floor 0' - 0" NY 10520 MICHAEL A PICCIRILLO, AIA 345 KEAR STREET YORKTOWN HEIGHTS, NEW YORK Basement -8' - 6" 2 Right Elevation www.mpiccirilloarchitect.com 1/4" = 1'-0" ELEVATIONS A300 Page 23 Roof NOTE: 15' - 9 13/32" DO NOT SCALE DRAWINGS. REFER TO WRITTEN 1.02 MEASUREMENTS FOR ACCURANCY, OR CONTACT ARCHITECT. 6 CONTACT ARCHITECT IF THERE ARE ANY DISCECPENCIES. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF NEW YORK STATE EDUCATION 2 LAW. 2.24 C Copyright 2018 MICHAEL PICCIRILLO ARCHITECTURE 3 Attic 9' - 0" 2 2 3 3 2 002 Half Level 2' - 0" First Floor 0' - 0" Basement -8' - 6" Rear Elevation 1 1/4" = 1'-0" No. DATE: ISSUE: 1 10/28/2025 BLDG PERMIT REVIEW Roof McCormick 15' - 9 13/32" Residence 5 Attic Greg and Joanna 9' - 0" 2 2 2 2 6 4 4 132 Colabaugh Pond Road, Half Level Croton On Hudson, 2' - 0" First Floor NY 10520 0' - 0" MICHAEL A PICCIRILLO, AIA 345 KEAR STREET YORKTOWN HEIGHTS, NEW YORK Basement -8' - 6" www.mpiccirilloarchitect.com Left Elevation 2 1/4" = 1'-0" ELEVATIONS A301 Page 24 Certifications on this boundary survey map signify that the map was prepared in accordance with EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT the current existing Code of Practice for Land Surveys adopted by the New York State Association GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF THE SURVEY of Professional Land Surveyors, Inc. The certification is limited to persons for whom the boundary survey mop is prepared, to the title company, to the governmental agency, and to the lending SUBJECT TO COVENANTS, EASEMENTS, RESTRICTIONS, CONDITIONS AND AGREEMENTS OF RECORD institution listed on this boundary survey map. UNDERGROUND UTILITIES SHOWN HEREON BASED ON UTILITY EVIDENCE VISIBLE AT GROUND Any alteration or addition to this survey is a violation of SECTION 7209 of the NEW YORK STATE SURFACE AND ARE SUBJECT TO FIELD VERIFICATION BY EXCAVATION EDUCATION LAW, except as per SUBDIVISION 2. All certifications hereon are valid for this map and copies thereof only if said map or copies bear the inked or impressed seal of the surveyor whose UTILTIES SHOWN DO NOT PURPORT TO oN Ee RE RSE Ae SURVEYED Phones original signature appears hereon. WETLANDS IF ANY ARE NOT SHOWN Being shown on a map entitled "Map Showing Survey of Property to be conveyed to Stephen and Ethel Rogus situate in Town of Cortlandt, Westchester County, N. Y.” on file in the Westchester County Clerk's office as map number 10545 n/t Charles Cook Park S 29°01'00" E 430.15" hod > 2. Orw Oi n air iad be “Ss 474.86" N 29°01'00" W n/f Andrews F.M.7775 Monument SURVEY PREPARED FOR SEAN McCORMICK & 2 FI . JOANNA KARLITZ Nu i TOWN OF CORTLANDT, COUNTY OF WESTCHESTER, STATE OF NEW YORK &||EDWARD T. GANNON, P.LS. Sean Mawormick TAX LOT: SECTION: 56.9 — BLOCK 1 — LOT 5 Se P.O, BOX 14 Canna Karitz SCALE: 1" = 40° . SURVEY DATE: MAY 8, 2019 Stewart Title Insurance Company AREA = 1,2 ACRES. Page 25 ZONING BOARD OF APPEALS FACT SHEET ZBA Member Assigned: Franco ZBA Case #: 2026-10 Name of Applicant: Mark LaChapelle Owner: Mark LaChapelle Address of property: 20 Crescent Hill Drive Section, Block, Lot: 23.6-1-23 Prior ZBA Case No.: N/A Zone: R-20 Lot Size: 0.226-acre Variance(s) Requested: Area variance per §307-17 Attachments 3 - Table of Dimensional Regulations in Residential Districts, as follows: Rear Yard Setback: Minimum required = 30’ Existing/Proposed = 15.2’ Relief sought = 14.8’ (49%) Staff Comments: The Code Enforcement office received a building permit application to enclose the existing covered porch in order to turn it into a mudroom, and to add a new exterior deck for entering the mudroom. The existing residence is a pre-existing, dimensionally non-conforming structure regarding the rear yard setback; it sits 15.2’ from the rear property line. The proposed porch enclosure and deck would be constructed with the same setback to facilitate accessing the existing home. SEQR: TYPE II – No further compliance required. Page 26 ® Cortlandt, NY 1 inch = 71 Feet September 8, 2026 www.cai-tech.com 0 71 142 213 Data shown on this map is provided for planning and informational purposes only. The municipality and CAI Technologies are not responsible for any use for other purposes or misuse or misrepresentation of this map. Page 27 View from front of house: View from Dogwood Road, behind house (covered porch visible): Page 28 TOWN OF CORTLANDT ZONING BOARD OF APPEALS Town Hall, 1 Heady Street Cortlandt Manor, NY 10567 Town Supervisor Michael Fleming Main #: 914.734.1080 Richard H. Becker, MD Chairman Chris Beloff Town Board Frank Franco James F. Creighton Benito Martinez Cristin Jacoby Michael Mulé Robert Mayes Michelle Piccolo-Hill Joyce C. White Thomas Walsh NOTICE OF PUBLIC HEARING TOWN OF CORTLANDT ZONING BOARD OF APPEALS PLEASE TAKE NOTICE that the ZONING BOARD OF APPEALS of the Town of Cortlandt will conduct a Public Hearing to consider the application of Mark LaChapelle for an area variance per Town Code Chapter 307 - Zoning, Attachment 3, Table of Dimensional Regulations, Residential Districts for a reduced rear yard setback as it relates to the proposed enclosure of an existing covered porch and construction of a new entrance deck associated with an existing single-family house on the lot. Said property is located at 20 Crescent Hill Drive, is zoned R-20 Single Family Residential, and is designated on the Town of Cortlandt Tax Maps as Section 23.6, Block 1 Lot 23. The drawings and application materials are available for review at Town Hall, 1 Heady Street, Cortlandt Manor, NY. Please call the Planning Office at 914-734-1080 to schedule an appointment. In addition, the drawings and application materials will be posted to the Town’s website, as part of the September 17th ZBA Agenda, approximately one week prior to the meeting. SAID HEARING to be conducted at the Cortlandt Town Hall, 1 Heady Street, Cortlandt Manor, New York, on Thursday, September 17, 2026 at 6:30 P.M. or as soon thereafter as is possible at which time all interested persons shall be heard. The Zoning Board meeting will be a hybrid meeting. The required log-in information to attend the meeting via Zoom will be placed on the agenda for the meeting. The agenda will be posted to the Town’s website approximately one-week in advance of the meeting. ZONING BOARD OF APPEALS TOWN OF CORTLANDT Dated: 9/4/26 Cortlandt Manor, New York Chairman ZBA Case No.: 2026-10 Page 29 TOWN OF CORTLANDT DEPARTMENT OF TECHNICAL SERVICES Town Supervisor Michael Preziosi, P.E. Richard H. Becker, M.D. Director D.O.T.S. Town Hall, 1 Heady Street Town Board John Schembari Cortlandt Manor, NY 10567 James F. Creighton Dir. Code Enforcement Main #: 914-734-1060 Cristin Jacoby Fax #: 914-734-1066 Robert E. Mayes Arthur D’Angelo, Jr., P.E. Joyce White Deputy Dir. D.O.T.S. August 18, 2026 LaChapelle Residence 20 Crescent Hill Cortlandt Manor NY, 10567 Re: A-26-694 The Applicant is proposing to enclose an existing covered porch into a mud room and add a new deck. Tax ID 23.6-1-23 Dear Mark LaChapelle The Town of Cortlandt Department of Technical Services has reviewed the above referenced applications for conformance to the Town’s Zoning Code and the review of the submitted drawings on August 18, 2026. At this time, the application has been denied under Town Code Ch. 307 – Zoning, Attachment 3, Table of Dimensional Regulations, Residential Districts requires lots located in the R-20 zoning, to have a rear yard setback of 30 ft. in Residential Districts. Whalen architecture has prepared a 6-page plan set of the project. And is requesting relief as follows as shown on page 3SP1.0. Allowed rear yard setback R-20 zone 30 ft. Existing is 15.2 ft. Seeking relief for a total of 14.8ft. The home is dimensionally non-conforming, but otherwise compliant relative to building coverage, floor area and minimum landscape coverage. With this denial, you may now apply Online for a Zoning Board of Appeals proceeding. Upload this denial letter, the above referenced plans, and all required information outlined on the ZBA Application. Please upload .pdfs of all documents, to scale with digital seal and signature of the design professional of record. Department of Technical Services 1 Page 30 Upload the following: 1.Existing property survey 2.6-page plan set from Whalen Architecture. Sincerely, John Schembari Director of Code Enforcement Cc: Heather LaVarnway – Director & Planning Michael Cunningham, – Deputy Town Attorney Department of Technical Services 2 Page 31 NEIGHBOR ZONING VARIANCE CONSENT LETTER To: Local Zoning Board / Planning Commission a qi Regarding Case/Application Number: Ac 26 C { i (if known) ZTBA- 2O-10 APPLICANT PROPERTY INFORMATION: Property Owner Requesting Variance: Maui Lol Mroorly Pp. Add i re Ceecent HW Or, Corladt Mec NY loSG7 NEIGHBOR PROPERTY INFORMATION: Neighboring Property Address: " - \2S" fooved Ry Getledt Meer YY eT Dear Board Members, | am writing to formally state my position regarding the zoning variance application requested by my neighbor at the applicant address noted above. | certify that 1 am the legal owner or authorized representative of the neighboring property listed directly above. The applicant has discussed their proposed project with me and shared detailed plans. i understand that the applicant is seeking a variance from local zoning ordinances to allow for the following scope of work: Closing Ak Porn Ker 4 they 1S LL setnax seeing Pulef fe VL KEE ho SAK EA Da fo Cosd Por an Page 32 Page 33 NEIGHBOR ZONING VARIANCE CONSENT LETTER To: Local Zoning Board / Planning Commission Regarding Case/Application Number: A “26- ( G4 ___ (if known) TBA -2G- lo APPLICANT PROPERTY INFORMATION: Property Owner rea ale PA fA ple Property Address: 20 ~ Caescoat —_ Rit QP, Cortluslt Nan a DY loSG7 NEIGHBOR PROPERTY INFORMATION: a eal cians hi Neighboring avopeny Address: ANY Varpocey Qed Cortludt Mase NY 10567 Dear Board Members, | am writing to formally state my position regarding the zoning variance application requested by my neighbor at the applicant address nated above. | certify that | am the legal owner or authorized representative of the neighboring property listed directly above. The applicant has discussed their proposed project with me and shared detailed plans. | understand that the applicant is seeking a variance from local zoning ordinances to allow for the following scope of work: Chasing off percha Fr exishey 1512 sebuly Dechy abit & HAA Ain, 6 S44 KEY Qedk to Closed Pack, Page 34 Page 35 Zoning Board of Appeals Town of Cortlandt 1 Heady Street Cortlandt Manor, NY 10567 Re: Area Variance Application A-26-694 20 Crescent Hill, Cortlandt Manor, NY 10567 Tax Map ID: 23.6-1-23 Dear Members of the Zoning Board of Appeals: Please find the enclosed narrative in support of my application for an area variance to enclose an existing covered porch into a mud room and construct a new deck. The request seeks 14.8 feet of relief from the required 30-foot rear-yard setback in the R-20 district (existing setback is 15.2 feet). The narrative addresses the five statutory factors. I respectfully request that the Board grant the variance. Thank you for your consideration. Sincerely, Mark LaChapelle 20 Crescent Hill Cortlandt Manor, NY 10567 Page 36 Area Variance Application A-26-694 – LaChapelle Residence 20 Crescent Hill, Cortlandt Manor, NY 10567 Tax Map ID 23.6-1-23 I am seeking an area variance from the rear-yard setback requirement to enclose an existing covered porch into a mud room and to construct a new deck. The required rear-yard setback is 30 feet; the existing setback is 15.2 feet. Relief of 14.8 feet is therefore requested so that the enclosed porch and related improvements may remain within the established building line. No undesirable change in the character of the neighborhood, nor any detriment to nearby properties, will result from the granting of this variance. The proposed work simply encloses the existing covered porch within that same footprint and adds a small new deck. No further encroachment into the rear yard beyond the present 15.2-foot dimension is proposed. From the street and from adjoining properties, the overall scale and relationship of the house to its lot, and my neighboring homes will be essentially unchanged. This benefit cannot be achieved by any feasible method other than the requested variance. I’m hoping with this application I can convert the existing covered porch into a functional mud room and provide a new small deck. Because the dwelling already stands only 15.2 feet from the rear property line, any enclosure of the porch necessarily occurs inside that existing non-conforming setback. Relocating the mud-room function or the deck to another portion of the lot would require a larger addition, greater site disturbance, or still necessitate comparable setback relief given the placement of the existing structure. Enclosing the porch in place and constructing the deck as shown is the least intensive and most practical means of obtaining the desired usable space. The variance requested is not substantial. Relief of 14.8 feet is sought solely to maintain the existing rear-yard setback of 15.2 feet. No new reduction beyond the Page 37 present non-conforming dimension is proposed. The porch enclosure occurs entirely within the existing building footprint. Relative to the size of the lot and the long-standing non-conformity of the dwelling, this is a small project. The proposed variance will have no adverse effect or impact on the physical or environmental conditions of the neighborhood. The rear-yard setback will remain exactly as it exists today. Enclosure of the covered porch introduces no new foundation or expansion of the building footprint. Consequently, there is no increase in surface beyond present conditions, no alteration of drainage patterns, no additional shading of neighboring properties, and no impact on vegetation or other environmental features. Although the decision to enclose the porch and add a deck is voluntary, the practical difficulty arises from the pre-existing dimensional non-conformity of the house. That non-conformity predates the present application. For the foregoing reasons I am respectfully requesting that the Zoning Board of Appeals grant the area variance as applied for. Thank you for your time and consideration. Sincerely, Mark LaChapelle Page 38 DESIGNER: RENOVATIONS TO THE: GENERAL NOTES: LaChapelle RESIDENCE 1. ALL WORK SHALL CONFORM TO THE 2025 RESIDENTIAL CODE OF NEW YORK STATE CURRENT EDITION AND ALL LOCAL / MUNICIPAL CODES. 20 CRESCENT HILL 2. ALL WORK INCLUDING MATERIAL STRESSES AND METHODS OF Joseph DeMarco, Assoc. AIA CONSTRUCTION, SHALL CONFORM TO LOCAL AND STATE CODES. CORTLANDT MANOR, NY 10567 DRAWING LIST 160 Academy St, Apt 6L 3. CONTRACTOR SHALL CHECK AND VERIFY ALL EXISTING CONDITIONS AND CHECK ALL DIMENSIONS OF THE PROPOSED NEW CONSTRUCTION IN THE FIELD DWG. # DRAWING NAME Poughkeepsie, NY 12601 BEFORE STARTING WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO THE START OF WORK. 1T1.0 TITLE SHEET 4. INDEMNIFICATION: THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL 2G1.0 SPECIFICATIONS INDEMNIFY AND SAVE HARMLESS THE OWNER, THE OWNER'S ARCHITECT / ABBREVIATIONS ENGINEER, THEIR OFFICERS, AGENTS AND EMPLOYEES FROM ALL LOSSES, COSTS, FEES, EXPENSES, DAMAGES, OR LIABILITIES CAUSE OF 1- BODILY ACT ACOUSTICAL CEILING TILE FE FIRE EXTINGUISHER WALL MTD. NC NONCOMBUSTIBLE T TREAD 3SP1.0 SITE PLAN ARCHITECT: ADD ADDENDUM NIC NOT IN CONTRACT INJURY (INCLUDING DEATH), ACTUAL OR ALLEGED, TO ANY PERSON (INCLUDING BUT NOT LIMITED TO ANY EMPLOYEE OF THE OWNER OR THE CONTRACTOR OR ADJ AFF ADJACENT ABOVE FINISHED FLOOR FD FIN FIX FLOOR DRAIN FINISH FIXTURE NO NOM NUMBER NOMINAL T/ T&G T/S TOP OF TONGUE AND GROOVE TOP OF STEEL 4A1.0 DEMO PLANS & FLOOR PLANS ALT ALTERNATE FL FLOOR NTS NOT TO SCALE TB TACK BOARD HIS SUBCONTRACTOR AND INCLUDING ANY THIRD PARTY), OR 2- DAMAGE TO PROPERTY (INCLUDING BUT NOT LIMITED TO THE PROPERTY OF THE OWNER OR ALUM ANOD ALUMINUM ANODIZED FINISH FND FNDN FEMININE NAPKIN DISPOSAL FOUNDATION OC ON CENTER TCB TEL TECTUM BOARD TELEPHONE 5A2.0 ELEVATIONS & ELECTRICAL PLANS OH OVERHEAD IT'S EMPLOYEES OR OF THE CONTRACTOR AND HIS SUBCONTRACTORS OR IT'S AP ACOUSTICAL PANEL FNV FEMININE NAPKIN VENDOR TEMP TEMPERED EMPLOYEES, OR OF ANY SUBCONTRACTOR OF THE CONTRACTOR AND APPROX ARCH APPROXIMATE ARCHITECT/ARCHITECTURAL FRP FT FIBER REINFORCED PLASTIC FEET OPNG OPP HD OPENING OPPOSITE HAND TERR TG TERRAZZO TEMPERED GLASS 6A3.0 EXISTING PHOTOS INCLUDING THE PROPERTY OF ANY THIRD PARTY), ACTUAL OR ALLEGED, IF ASSOC ASSOCIATED FTG FOOTING PART PARTITION THK THICK SUCH BODILY INJURY OR PROPERTY DAMAGE RESULTS DIRECTLY OR A\V AUDIO VISUAL FURN FURNISH / FURNITURE PC PLUMBING CONTRACTOR THRU THROUGH BB BULLETIN BOARD FUR FURRED / FURRING PF PRE-FINISHED TOC TOP OF CONCRETE INDIRECTLY FROM THE PERFORMANCE OF THIS CONTRACT AND WHETHER OR B/ BOTTOM OF FR FIRE RESISTANT PL PLATE TOF TOP OF FOOTING NOT SUCH BODILY INJURY OR PROPERTY DAMAGE IS CAUSED BY THE ACTS OR BLDG BUILDING FEC FIRE EXTINGUISHER CABINET PL LAM/PLAS LAM PLASTIC LAMINATE TOM TOP OF MASONRY BLKG BLOCKING GA GUAGE PLAST PLASTER TPH TOILET PAPER HOLER OMISSIONS, NEGLIGENT OR OTHERWISE, OF THE CONTRACTOR AND AGENTS OR TS TACK STRIP BM/BMS BEAM/BEAMS GAL GALLON PLMBG PLUMBING EMPLOYEES OR OF ANY SUBCONTRACTORS OF THE CONTRACTOR AND HIS BOS BOTTOM OF SOFFIT GALV GALVANIZED PLY/PLYWD PLYWOOD TYP TYPICAL BRD/BD BOARD PNL PANEL UG UNDERGROUND SUBCONTRACTORS, OR OF THE OWNER, ITS OFFICERS, AGENTS, OR EMPLOYEES. BRG BEARING GB GC GRAB BAR GENERAL CONTRACT P/PNT POL PAINT POLISH UH UL UNIT HEATER UNDERWRITERS LABATORIES SYMBOLS BSMT BASEMENT GCT GRANITE COUNTER TOP GL GLASS / GLAZING PR PAIR UNO/UON UNLESS OTHERWISE NOTED EXISTING CONSTRUCTION TO REMAIN C CARPET GND GROUND PT POINT U/S UNDERSIDE 5. ALL MATERIALS, ASSEMBLIES, FORMS AND METHODS OF CONSTRUCTION CAB CABINET PTD PAPER TOWEL DISPENSER UTIL UTILITY GYP WALL BD/GWB GYPSUM WALL BOARD AND SERVICES EQUIPMENT SHALL MEET THE FOLLOWING REQUIREMENTS. CB CHALKBOARD PTN PARTITION UV UNIT ELEVATOR EXISTING CONSTRUCTION TO BE DEMOLISHED CJ CONTROL JOINT PVC POLY VINYL CHLORIDE A. ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE BY THE BOARD CL CENTER LINE H HIGH V VINYL PGB PAINTED GYPSUM BOARD B. ACCEPTED FOR USE UNDER PRESCRIBED CODE TEST METHODS. CLG CEILING H/C DISABLED ACCESS PS PROJECTION SCREEN VCT VINYL COMPOSIT TILE NEW CONSTRUCTION CLO CLOSET HD HEAVY DUTY VET VERTICAL HDR HEADER Q.T. QUARRY TILE VIF VERIFY IN FIELD CLR COOLER 6. GENERAL CONTRACTOR SHALL COORDINATE HIS/HER WORK WITH THAT OF CMU CONCRETE MASONRY UNIT HDWR HARDWARE VTR VENT THROUGH ROOF SECTION # R RISER COL COLUMN HM HOLLOW METAL 1 OTHER SUBCONTRACTORS AND SUPPLIERS. HORZ HORIZONTAL RAD RADIUS SECTION CONC CONCRETE RCP REFLECTED CEILING PLAN W WIDE HR HANDRAIL / HOUR W/ WITH A2 CONF CONFERENCE RD ROOF DRAIN DWG. # HT HEIGHT WB WHITEBOARD 7. CONTRACTOR SHALL PATCH AND REPAIR ALL SURFACES OPENED DURING CONT CONTINUOUS HTG HEATING RE REFER TO CONTR CONTRACTOR REFRIG REFRIGERATOR WC WATER CLOSET REVISIONS / ISSUE DATES THE INSTALLATION OF THE WORK AND REPAIR ALL EXISTING AREAS THAT CORR CORRIDOR HVAC HEATING VENTILATION A/C WD WOOD 1 DETAIL # REQD REQUIRED REMAIN DAMAGED DURING THE PERFORMANCE OF THE WORK. CSMU CALCIUM SILICATE MASONRY UNIT WP WATERPROOF DETAIL ID INSIDE DIAMETER RH RIGHT HAND A2 NO. DATE DESCRIPTION CT CERAMIC TILE INSUL INSULATION RHR RIGHT HAND REVERSE WR GWB WATER RESISTANT GYPSUM BRD. CTB CERAMIC TILE BASE INV INVERT RM ROOM DWG. # 8. ALL DRAWINGS, SPECIFICATIONS AND CONSTRUCTION NOTES ARE DA DOUBLE ACTING S SEALER COMPLEMENTARY, AND WHAT IS CALLED FOR BY ONE WILL BE BINDING AS IF DET/DTL DETAIL JAN JANITOR SAT SATURATION DF DRINKING FOUNTAIN JT JOINT 1 ELEV # CALLED FOR BY ALL; ANY WORK SHOWN OR REFERRED TO ON ANY SC SOLID CORE WOOD DOOR DIA DIAMETER SD SOAP DISPENSER DOCUMENT SHALL BE PROVIDED AS THOUGH SHOWN ON ALL DOCUMENTS. DISP DISPENSER KPL KICKPLATE SF SQUARE FEET DIV DIVISION SHT SHEET A3 EXTERIOR ELEVATION DN DOWN L LAMINATED GLASS SIM SIMILAR 9. THE CHARACTER AND SCOPE OF WORK ARE ILLUSTRATED BY THE DR DOOR LAV LAVATORY DWG. # SPEC SPECIFICATION DRAWINGS. TO INTERPRET AND EXPLAIN THE DRAWINGS, OTHER INFORMATION DS DOWNSPOUT LF LINEAR FEET SPD SOAP DISH DWG DRAWING LH LEFT HAND DEEMED NECESSARY BY THE ARCHITECT WILL BE FURNISHED TO THE SQ SQUARE LHR LEFT HAND REVERSE 1 SST STAINLESS STEEL CONTRACTOR WHEN AND AS REQUIRED BY THE WORK, AND IT IS TO BE EA EACH LIN LINEN ELEV # STL/ST STEEL EHD-X ELECTRIC HAND DRYER LLH LONG LEG HORIZONTAL UNDERSTOOD THAT THE SAID ADDITIONAL DRAWINGS ARE TO BE OF EQUAL LLV LONG LEG VERTICAL STRUCT STRUCTURAL / STRUCTURE EIFS EXTERIOR INSULATION FINISH SYSTEM SUSP SUSPENDED 2 4 INTERIOR ELEVATION FORCE WITH THE DRAWINGS AND SHALL BE CONSIDERED AS FORMING PART EL/ELEV ELEVATION LVR LOUVER SV SHEET VINYL FLOORING A2 OF THESE NOTES TO WHICH THEY REFER. ELEC ELECTRIC SW SHEAR WALL DWG. # EMER EMERGENCY MACH MACHINE THESE DRAWINGS ARE INSUFFICIENT FOR CONSTRUCTION WITHOUT EMO EXISTING MASONRY OPENING MAS MASONRY THE SEAL AND SIGNATURE OF THE ARCHITECT OF RECORD 10. CONTRACTOR SHALL NOT OBSTRUCT ACCESS TO ROADWAYS AT ANY TIME. EQ EQUAL MAT MATERIAL EQUIP EQUIPMENT MAX MAXIMUM E.U. EGRESS UNIT MBH MOP & BROOM HOLDER ARCHITECT STAMP: 11. ALL DIMENSIONS NOTED ON PLANS ARE TO ROUGH FRAMING UNLESS EWC ELECTRIC WATER COOLER MECH MECHANICAL OTHERWISE NOTED. EWO EXISTING WINDOW OPENING MET/MTL METAL EXHIB EXHIBIT MEZZ MEZZANINE EXIST/EXIST'G EXISTING MFGR MANUFACTURE / MANUFACTURER 12. CONTRACTOR SHALL REPORT ANY DISCREPANCIES BETWEEN THIS EXP JT EXPANSION JOINT MIN MINIMUM EXP EXPOSED MIR MIRROR DOCUMENT AND CONTRACT DOCUMENTS ISSUED TO OTHERS PRIOR TO THE EXT EXTERIOR MLD MOULDING START OF THE WORK. MO MASONRY OPENING MP METAL PANEL MRGWB MOISTURE RESISTANT 13. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE NEW YORK GYPSUM BOARD STATE BUILDING CODES, STATE LABOR LAW AND ALL REGULATIONS OF NEW YORK STATE AND OTHER GOVERNMENT AGENCIES. ALL PERMITS SHALL BE PROPERLY DISPLAYED. 14. PENETRATION IN OPENINGS OF WALL PARTITIONS OR FLOORS FOR PIPE SLEEVES, ELECTRICAL DEVICES, ETC. SHALL BE PACKED AND SEALED OR PROJECT NAME: OTHERWISE ISOLATED TO MAINTAIN THE REQUIRED FIRE STOPPING AND SOUND TRANSMISSION CLASSIFICATION RATING. Renovations To 15. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH ANY AND The: ALL APPLICABLE CODES. 16. ALL PLUMBING & HVAC WORK SHALL BE DONE IN ACCORDANCE WITH ANY LaChapelle AND ALL APPLICABLE CODES. Residence 17. MECHANICAL DESIGN-BUILD SHALL BE BY OTHERS. 18. IF, IN THE INTERPRETATION OF CONTRACT DOCUMENTS, REQUIREMENTS 20 Crescent Hill 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. Cortlandt Manor, WHERE THERE IS A DISCREPANCY IN THE QUANTITY, THE CONTRACTOR SHALL PROVIDE THE GREATER QUANTITY; WHERE THERE IS A DISCREPANCY IN THE NY 10567 QUALITY, THE CONTRACTOR SHALL PROVIDE THE SUPERIOR QUALITY. 19. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL DRAWING TITLE: COMPONENTS, ACCESSORIES, ETC. FOR A COMPLETE PROJECT INCLUDING ITEMS NOT SHOWN IN THESE CONSTRUCTION DRAWINGS. TITLE SHEET 20. ALL PRODUCTS ARE TO BE INSTALLED IN STRICT CONFORMANCE W/ MANUFACTURER'S INSTALLATION INSTRUCTIONS. NO EXCEPTIONS. DRAWN BY: SHEET: JD 1 OF 6 DATE: SCALE: June 6th, 2026 As indicated DRAWING NO: NOT FOR CONSTRUCTION 1T1.0 FOR ZBA-VARIANCE NEEDED PROJECT PHASE: CD June 6th, 2026 Page 39 DESIGNER: Division 4 - Masonry Division 1 - General Notes Division 7 - Thermal & Moisture Protection Concrete Block Exterior Caulking Notes Permits & Inspections 1. All joints shall be caulked with Sonneborn Sonolastic NP 1 one-component gun-grade polyurethane sealant with 1. All concrete masonry work (material & construction) shall be in accordance with National Concrete Masonry Sonofoam closed cell (CC) backer-rod or equal. Sealant and backer-rod shall be installed as per manufacturer 1. Building Permits and certificate of occupancy permits shall be obtained and paid for by the Owner. Association (N.C.M.A.) standards. 2. The Contractor shall be responsible for obtaining all other permits and inspections as required, including but not specifications. Color as required, to be approved by architect. 2. All concrete masonry units shall be "Moisture Controlled" Type 1, minimum, and shall conform to the following limited to, electrical inspection fees, plumbing inspections, etc. The Contractor shall Not be responsible for fees to specifications: ASTM C 55-75 for concrete masonry brick; ASTM C 90-75 for hollow load-bearing units; ASTM C lending institutions as required for release of funds. These are by the owner. Insulation & Energy Notes 129-75 for hollow non-load-bearing units; and ASTM C 145-75 for solid load-bearing units. 3. All inspections required by the local municipality and all other Code Enforcing agencies shall be arranged and 3. Provide 1-#4 rebar at 4'-0" on center, vertically, from footing to top of masonry wall. Fill void solid with 3,000 paid for by the contractor. 1. All installations and materials shall be in conformance with the N.Y.S. Energy Conservation Construction Code. psi concrete to top of wall. Voids filled with mortar is not acceptable. 2. All windows and doors shall have insulated glass, unless noted otherwise. 4. Place horizontal "Dur-O-Wall" joint reinforcement in first and second bed joints immediately above and below 3. All metal windows and doors, if any, shall have a thermal break. Miscellaneous wall openings, and 24" o.c. between. 4. All windows and doors shall be weather-stripped. 1. All contractors shall familiarize themselves with the site & the scope of work prior to bidding. 5. All exterior walls shall have 5 1/2" fiberglass insulation, R-21. Brick and Concrete Block Mortar 2. All work shall be performed by mechanics skilled in their respective trades. 6. Roof insulation shall have fiberglass insulation, R-49. Joseph DeMarco, Assoc. AIA 3. All contractors shall be responsible for cutting, patching, filling, and cleaning up after their own work. 7. As required to maintain air flow, use styrofoam baffles as required to allow for air space between insulation and 1. All brick, concrete block and stone mortar to be type "M" typical. 4. In no event shall structural members be cut or drilled without the written approval of the architect. sheathing. 8. Provide expanded polystyrene insulating concrete block inserts or pour-fill granular insulation at all exterior 5. Information appearing on one drawing appears on all drawings. Division 5 - Metals masonry walls where block voids are not filled solid with cement mortar. 160 Academy St, Apt 6L 6. No workers shall be under the influence of drugs or alcohol while on the job site. 7. There shall be no smoking in the structure at any time during the course of construction. Poughkeepsie, NY 12601 Anchor Bolts Building wrap at walls Dimensions - Responsibility for Accuracy 1. Provide hot-dipped galvanized carbon steel anchor bolts ½" diameter by 12" long, Hook type at plate to foundation wall connections, 6'0" maximum on center. 2 per board minimum. New anchor bolts shall be spaced in 1. Provide weather resistant barrier (i.e. "house-wrap") at all perimeter walls. Contractor shall provide product 1. Do not scale dimensions from the drawings. All written or dimensioned information takes precedence over the accordance with Section Subsection R403.1.6 "Foundation Anchorage" within the New York State Residential Code specification data of material to be used to the Architect for review and approval prior to ordering typical. The drawing. 2010 Edition. Architect shall be given ample time to review and approve the submission prior to ordering and/or installing 2. General Contractor shall check all dimensions, assemblies, etc. and report to the architect in writing any "house-wrap" typical. Contractor shall install "house-wrap" as per manufacturer's written instructions and inconsistencies prior to starting work, ordering materials, or fabricating shop built items. Simpson Connectors installation details. Contractor shall also coordinate the "house-wrap" installation with the window and door 1. Provide all galvanized joist hangers and engineered lumber / framing connectors as required and shown within the manufacturer's written instructions and installation details. House-wrap and windows shall be installed by an Waste, Removals & Cleaning architectural drawings. experienced Contractor who has successfully completed the AAMA "Installation Master's" course. 1. All waste and removals shall be disposed of legally off site. Lally Columns 2. Upon completion of the contract and before final acceptance, the contractor shall clean the entire job site 1. Provide 3-1/2" diameter concrete filled Lally columns as shown within the architectural drawings. Division 8 - Doors & Windows ARCHITECT: removing all debris inside and outside the building. He shall hire a professional cleaning company. The windows shall be cleaned, surfaces shall be dusted, ceramic tile cleaned, floors mopped, etc. The contractor shall repair any 1. Contractor shall provide and install all exterior windows and doors as shown within the architectural drawings Division 6 - Wood & Plastics typical unless otherwise noted. property damaged during the course of construction subject to the approval of the owner. 3. Job site must be kept clean during the course of construction. 2. Contractor shall provide detailed window & door shop drawings to the Architect for review and approval prior to 4. No waste materials may be burned or buried on site. Framing Methods ordering and/or installing windows & doors. 5. There shall be no garbage left on the job site, including cigarette butts on the ground. 2. Provide screens at all operable windows and doors. 1. Provide temporary bracing of all structural members during construction. 3. Exterior cladding to be determined. (See Product Manual) Acceptance of Work 2. All framing to be 16" o/c unless otherwise shown. All studs shall be toe nailed typical. 4. Interior finishes & trim to be determined. (See Product Manual) 3. Install solid blocking and/or angled bridging at all joist mid-spans. 5. See exterior window and door types as shown within the architectural drawings. 1. The Architect has the right to reject any sloppy, poorly installed, or unauthorized work or work done contrary to 6. Contractor is to verify all window & door specifications with Architect prior to ordering. the intent of the contract documents. Such work shall be replaced, repaired or removed at the contractor's expense. 7. All windows and doors shall be installed by an experienced Contractor who has successfully completed the AAMA "Installation Masters" course. Any windows and doors found not to be installed in accordance with the Insurance Ceiling Joist Notes shall be as follows unless noted differently on the drawings: AAMA "Installation Master's" guidelines shall be subject to removal and propoer replacement at the Contractor's expense. Less than 12' span 2 x 6 ceiling joists 1. Insurance: all contractors shall provide the owner and architect with certificates of insurance prior to starting 8. Window and Door order is the sole responsibility of the Contractor. 12' to 16' span 2 x 8 ceiling joists work for the following types and amounts: 16' to 20' span 2 x 10 ceiling joists Tempered Glass Notes * Workmen's Compensation- cover all obligations of the Workmen's Compensation and Disability Benefits 4. Headers over pocket doors shall be two (2) 2 x 10 Doug Fir typical min.U.O.N. Laws 1. Provide safety / tempered glazing on any window that has glass within 18" of the floor, in all doors that have 5. Roof rafters shall be Doug fir, fb=900 psi minimum. Sizes as shown on building sections. glass, and sidelights or windows that are adjacent to a door, whether specifically called for on the drawings or not. * General liability and property damage including bodily injury - amount acceptable to the owner 2. It shall be the General Contractor's responsibility to ensure safety, tempered and/or laminated glazing in windows Plywood required by code. Note: Architect to be additionally insured under the general contractor's policy for the above liability 3. The Architect shall review window shop drawings for overall design intent only. 1. All plywood used at exterior conditions shall be of the size noted on the drawings and shall have exterior glue. Warranties 2. Exterior plywood to be fir, thickness as noted on the drawings. 3. Oriented Strand Board (OSB) WILL NOT BE CONSIDERED an acceptable substitution. Division 9 - Finishes 1. All contractors shall hold to the intent of the drawings which is to provide complete and finished work, tested and guaranteed for a minimum of one year from the time of completion and ready for occupancy, including all Framing Lumber Gypsum Board necessary items required for a complete and finished installation, regardless of whether specifically called for or not on the drawings. 1. All framing lumber shall be douglas fir, no. 2 or better., 900Fb min. 2. All framing lumber resting on masonry or concrete sills shall be pressure treated .40 CCA southern yellow pine. 1. Gypsum Board installation shall be in accordance with standard practice as set forth in the latest edition of 2. The contractor shall guarantee all his work and the work of his subcontractors for a period of one year minimum USG "gypsum construction handbook"; and shall include all components and accessories. after receiving final acceptance, and do all repair work and replacement as may be necessary during that period at 3. All interior partitions shall be kiln dried SPF unless otherwise noted. his expense. In addition the contractor shall adhere to all New York State requirements regarding warranties of new 2. Tile: selected by owner construction, whichever is more stringent. Construction Adhesives 3. Follow all manufacturers' recommended installation methods. This is required to insure that manufacturer's 1. Contractor shall apply construction adhesive between wood framing and plywood subfloor / roof deck typical 3. ALL OTHER FINISHES ARE TO BE SELECTED BY OWNER AND SHALL NOT EXCEED A FLAME REVISIONS / ISSUE DATES warranties will be in effect. Failure to install materials properly will place all manufacturers' warranties as the unless otherwise noted within these architectural. drawings SPREAD RATING GREATER THAN 200 AND A SMOKE INDEX GREATER THAN 450 AS PER R319.1 responsibility of the general contractor. NO. DATE DESCRIPTION Changes to the Contract Division 10 - Specialties 1. All changes shall be requested in writing and approved in writing by the owner and the Architect, using LUMBER ADDITIONAL NOTES: Not Applicable applicable AIA documents. 1. Framing shall be done in accordance with the latest edition of "National Design Specifications for Wood Construction" of the American Forest and Paper Assoc. (ANSI/NFPA NDS, latest Division 11 - Equipment performed without a written change order. edition). Not Applicable 2. No payment will be made by the owner or approved by the Architect for additional work, which has been Division 12 - Furniture, Temporary Bracing / Shoring / Underpinning 2. All lumber materials used in the building shall be good, sound, dry materials free from rot, large 1. All furniture to be selected and purchased by owner. and loose knots, shakes and other imperfections whereby the strength may be impaired and of 1. Provide all temporary bracing, shoring and or underpinning as required during all phases of construction. sizes indicated on drawings. Division 13 - Special Construction Safety of workers Not Applicable 3. framing members (joists, headers, girders, studs, plates, etc.), shall comply with the minimum 1. The contractor is responsible for all safety procedures on the job. In no way is the owner or Architect responsible specifications for HEM-Fir No. 1 or Douglas Fir Larch No. 2 (unless indicated otherwise), with Division 14 - Conveying Systems for safety methods, procedures, precautions, etc. the following basic stress values: Hem-Fir No. 1 Douglas Fir Larch No. 2 Flexure Fb = 950 psi Not Applicable 2. It is not the responsibility of the Architect to patrol safety violations or make any party aware of such violations. single 875 psi single Shear Fv = 75psi 95 psi E = 1,500,000 psi Division 15 - Mechanical (By Others) 1,600,000 psi Pressure preservative treatment for wood shall be approved by local jurisdiction. Coordination of all trades Not Applicable 1. The contractor is to provide coordination of all his own subcontractors, plus those trades hired directly by the 4. Provide ledger, blocking, nailer, and rough framing hardware, as required. THESE DRAWINGS ARE INSUFFICIENT FOR CONSTRUCTION WITHOUT owner. Division 16 - Electrical THE SEAL AND SIGNATURE OF THE ARCHITECT OF RECORD 5. All lumber shall bear visible grade stamping. All beams, joists and rafters shall be set with natural Electrical General Notes Division 2 - Site Work crown up. ARCHITECT STAMP: 1. All electrical work to be installed as per National Electrical Code. 6. Provide double rafters and headers around all roof skylights or any openings larger than spacing of 2. General notes apply to electrical work. Footing Drains (as required by architectural drawings) rafters/floor joists, etc., unless otherwise noted on Drawings. 3. Arrange all required electrical inspections. 4. Wiring may not be less than 12 GA. Size as required by code and acceptable industry practice. 1. Provide 4" perforated pvc footing drain as denoted in construction drawings. All piping installed under driveway 7. Provide "X" bridging or solid blocking at mid-span of all roof rafters/floor joists spanning more 5. Provide thermally protected recessed lights at all locations where lights will be in contact with insulation. Provide these regardless of model number specified on the schedule. 2. The stone and footing drains shall be protected with silt barrier fabric. than 9'-0". Bottom ends of bridging shall not be nailed until after sheathing is installed. Metal 7. All fixtures and outlets shall be as per code minimum. 3. Silt barrier or parking fabric shall lot surfaces be schedule to be Amoco 45-35 Non Woven 40 plastic pipe. type or equal. cross bridging shall be galvanized steel as manufactured by Teco, Simpson or approved equal, and 8. All exterior outlets shall be suitable for wet locations and come with a gasketted cover. 4. All footing drains shall be set in 3/4" crushed stone installed from bottom of footing to top of footing by 1'-0" installed in accordance with manufacturers directions. 9. Outlets shall be staggered to avoid sound transmission. Stuff sound insulation behind outlets and at all plumbing wide. Crushed stone and PVC to be wrapped with filter fabric prior to backfilling. chases and pipes. 5. Invert of footing drains shall be set level with bottom of footing, typical. 8. Connection hardware shall be galvanized steel of the type gauge (min. 18 ga.) or size noted on 10. Switches and outlets and cover plates shall be white, plastic. Rock drawings, by Simpson Strong Tie Co., or approved equal. 1. The contractor is responsible for the removal of subsurface rock that may be encountered. 9. Provide joist, rafter and truss hangers for all members not supported by direct bearing. Install and 2. Subsurface shale removal will be the responsibility of the contractor. nail hangers in strict accordance with Manufacturer's recommendations. Division 3 - Concrete Work 10. All decks and porches shall be secured to house framing by means of a p.t. 2x p.t. ledger board thru bolted every joist bay w/ min. 1/2"x6" galv. bolts w/. washers. Secure galv. joist hangars to ledger. PROJECT NAME: General Concrete Information Flash behind ledger boards w/ termite 1resistant flashing extended up and under siding above. 1. All concrete work (material & construction) shall be in accordance with A.C.I. standard 318-77 2. Concrete shall be capable of developing a minimum compressive strength of 3000 PSI at 28 days. 3. All excavations shall be dry prior to placing footings. 11. All deck p.t. columns shall be secured to conc. piers w/ "strong tie" cb / lcb series embedded metal brackets, unless noted otherwise. Renovations To 4. Concrete shall be 3000 PSI. 5.5 sacks of cement per cubic yard minimum. 6.5 gallons water/sack cement. 4" maximum slump. Water shall not be added to ready mixed concrete at the site. 5. No concrete shall be placed on frozen ground and no admixtures will be permitted in concrete. All concrete shall The: be controlled, complying with ACI building code requirements for a minimum compressive strength of 3000 PSI. 12. All deck p.t. columns shall be secured to beams w/ "strong tie" bc / bcs series metal brackets. 6. Concrete shall be mixed and placed only when the temperature is at least 40 degrees f and rising. Contractor shall remove all ice, snow, and frost and raise the temperature of all surfaces that the concrete will contact above the freezing point. Protect and maintain concrete temperature for at least 3 days at 55 degrees f after cold weather Secure all diagonal 2x wind bracing w/ (2) 1/2" x6" galv. lag bolts w/ washers ea. end LaChapelle placement. 7. Reinforcing steel shall be new billet steel, deformed type bars, ASTM 615, grade 60, and shall comply with A.C.I. code requirements. Provide minimum reinforcing in all concrete where none is shown on drawings to meet A.C.I. requirements. 13. Wood plates and sills in contact with concrete/concrete block foundation walls and concrete slabs shall be pressure treated wood. Residence 8. Provide additional reinforcing around all openings in concrete, and provide vertical and/or horizontal bars 14. Provide solid bridging at mid-height of all bearing walls and wall studs over 9'-0" height. projecting from footings and walls for tying into other walls, piers, sills, etc. as detailed or not on the drawings, and as required by the construction. 15. All headers and trimmers shall be double members, minimum, 2x10`s unless otherwise noted. 20 Crescent Hill Concrete Footings 1. All footings shall rest upon undisturbed soil with a minimum bearing capacity of 3000 lbs/SF. Architect shall inspect footing formwork and reinforcing prior to pouring concrete. Call 24 hours in advance. Phone 16. Provide double member posts at edges of all openings in stud bearing walls. Cortlandt Manor, 17. Below bearing points of double, triple or more framing members or posts, provide solid or (845) 337-4331. Concrete shall be mechanically vibrated. Do not over vibrate concrete resulting in excessive settlement of concrete aggregate to the bottom of the formwork. built-up, spiked post equal in width to nominal width of member above. NY 10567 2. There shall be a 1 1/2" minimum cover on reinforcing bars in foundation walls. 3. There shall be a 3" minimum cover on reinforcing bars in concrete footings and piers. 18. Provide double joists under all partition walls parallel to the joist span and extending at least one 4. Bottom of all footings shall be carried to a minimum of 3'-6" below finished grade. Step footings as required at a ratio of 2 horizontal to 1 vertical when required by grade conditions. half the span. 5. Do not pour footings into wet soil, standing water or over fallen leaves. 19. Plywood roof sheathing shall be American Plywood Association Rated Sheathing identification 5 index 32/16, 8 " thick (min.), exposure 1, (interior with exterior glue). Install with long dimension DRAWING TITLE: General Concrete Slab Notes across supports and with panel continuous over two or more spans. Panel and joints shall occur 1. Slabs shall rest on virgin soil or compacted r.o.b. gravel fill mechanically compacted in 1 foot layers, with 6" of over supporting framing. Leave 1/16" space at all plywood panel end joints and 1/8" space at all panel joints. Provide one panel clip per span along all edges. Protect sheathing from exposure to SPECIFICATIONS 3/4" compacted stone directly under all slabs. Soil testing to 95% Proctor Density Compaction minimum. 2. Slabs shall require a saw cut with a maximum 400 SF between cuts. Saw cut shall be 1/2" in-depth, and shall be weather if roof covering material is not promptly installed. Fasten plywood roof sheathing with 6d cut within 24 hours of pouring of concrete. nails spaced 6" o.c. along supported edges and 12" o.c. along intermediate supports. OSB wall 3. All slabs and landing pads shall have 6x6-10:10 woven wire fabric installed at center thickness. sheathing shall be Structural Board Association with Span Rating 32/16, 1/2" thick (min.), exposure 1. Install with long dimension across supports and with panel continuous over two or Expansion joints more spans. Panel and joints shall occur over supporting framing. Leave 1/8" space at all panel DRAWN BY: SHEET: end joints and 1/8" space at all panel joints. Provide one panel clip per span along all edges. JD 2 OF 6 1. Provide expansion joints at 20'-0" intervals maximum with no area greater than 400 square feet. At changes in material. Protect sheathing from exposure to weather if roof covering material is not promptly installed. OSB DATE: SCALE: floor sheathing shall be Structural Board Association with Span Rating 24", 3/4" thick (min.), T&G, exposure 1. Install with long dimension across supports and with panel continuous over two June 6th, 2026 NONE or more spans. Panel and joints shall occur over supporting framing. Leave 1/8" space at all panel end joints and 1/8" space at all panel joints. Provide one panel clip per span along all edges. DRAWING NO: Protect sheathing from exposure to weather if roof covering material is not promptly installed. 2G1.0 20. Fasten OSB floor sheathing with screws and construction adhesive. Where flitch beams are required, provide steel plates of A36 steel, punched for 1/2" dia. bolts at 12 inches on centers, staggered, 1-1/2 inches from the top and bottom of beam. 21. Install all lumber per mfg.'s instruction and specifications NOT FOR CONSTRUCTION FOR ZBA-VARIANCE NEEDED PROJECT PHASE: CD June 6th, 2026 Page 40 DESIGNER: Joseph DeMarco, Assoc. AIA 160 Academy St, Apt 6L Poughkeepsie, NY 12601 +/- 15'-2" EXISTING HATCHED AREA DENOTES EXISTING COVERED ARCHITECT: PORCH TO BE CONVERTED TO NEW MUD RM. REAR SETBACK +/- 48'-3" 30'-0" EXISTING +/- 21'-9" PROPOSED NEW DECK REF EXISTING 1 STORY HOUSE 10'-0" SIDE SETBACK +/- 25'-4" EXISTING 10'-0" REVISIONS / ISSUE DATES SIDE SETBACK NO. DATE DESCRIPTION 2 LOCATION MAP 3SP1.0 NO SCALE +/- 54'-3" EXISTING FRONT SETBACK 40'-0" THESE DRAWINGS ARE INSUFFICIENT FOR CONSTRUCTION WITHOUT THE SEAL AND SIGNATURE OF THE ARCHITECT OF RECORD ARCHITECT STAMP: 1 SITE PLAN PROJECT NAME: 3SP1.0 1" = 10'-0" Renovations To The: LaChapelle SITE Residence 20 Crescent Hill ZONING INFORMATION Cortlandt Manor, TOWNSHIP: CORTLANDT, NY SECTION, BLOCK, LOT: 6457-01-307536 NY 10567 ZONE: R-20 MIN. LOT AREA MIN. WIDTH MAX BLDG HEIGHT FRONT YD. SIDE YDS. REAR YD. MAX BLDG. COVERAGE ORDINANCE REQUIREMENT: 20,000 SF 100' 35', 2 1/2 STORIES 40' 20% OF WIDTH, MAX. 10' 30' 65% DRAWING TITLE: EXISTING: 10,003 SF +/- 100' +/- 18'-7" +/- 54'-3" +/- 48'-3" +/- 25'-4" +/- 15'-2" 7.7% SITE PLAN PROPOSED: NO CHANGE NO CHANGE NO CHANGE NO CHANGE NO CHANGE +/- 21'-9" NO CHANGE NO CHANGE DRAWN BY: SHEET: 3 OF 6 3 PARTIAL ZONING MAP JD DATE: SCALE: 3SP1.0 NO SCALE June 6th, 2026 As indicated DRAWING NO: NOT FOR CONSTRUCTION 3SP1.0 FOR ZBA-VARIANCE NEEDED PROJECT PHASE: CD June 6th, 2026 Page 41 DESIGNER: NEW STORAGE 2 7 8 BASEMENT KEY NOTES: 6 LINE OF NEW 8X8X16 CMU BLOCK FOUNDATION WALL. REINFORCE W/ #4 1 1'-0" VERTICAL BARS @ 32" O.C. INSTALL BARS INTO FOOTING W/ 6" HOOK. DEMOLITION LEGEND 8'-7 7/8" 3'-10" 3'-2 1/4" 1'-8" WIDE x 1'-0" HIGH POURED CONCRETE FOOTING. REINFORCE EXISTING 3'-7 1/2" 4 2 W/ (3) #4 BARS CONTINUOUS. 10 BELOW DECK EXISTING CONSTRUCTION TO REMAIN. PATCH AND 8 1/2" 1 REPAIR WALLS TO REMAIN ADJACENT TO DEMOLITION CLEAR 9 CRAWL SPACE B03 4" THICK POURED CONCRETE SLAB OVER 10 MIL. VAPOR BARRIER 6'-5" TO MATCH EXISTING. 3 OVER 6" COMPACTED GRAVEL OVER UNDISTURBED EARTH. EXISTING CONSTRUCTION TO BE DEMOLISHED. B02 REINFORCE SLAB W/ 6x6 W1.4xW1.4 WWF AT MID SLAB ON Joseph DeMarco, Assoc. AIA CHAIRS. INSTALL R-10 RIGID INSULATION BELOW SLAB. W3 3'-9" CLEAR W3 160 Academy St, Apt 6L 3'-0" UP NEW 2X10 FLOOR JOISTS @ 16" O.C. INSTALL R-30 CAVITY 1 W3 4 3 INSULATION BETWEEN JOISTS. Poughkeepsie, NY 12601 1'-0" 5 EXISTING DOOR TO REMAIN 5 NEW 2X6 FLOOR JOISTS @ 16" O.C. ABOVE STAIR LANDING. 845-242-6280 B01 W3 6 NEW 2" RAT SLAB IN PROPOSED NEW STORAGE SPACE. jdemarco@superiordesignsny.com 1 EXISTING DOOR TO BE DEMOLISHED W3 2x8 P.T. LEDGER. FASTEN TO EXISTING FRAMING W/ 7 ADHESIVE & (2) ROWS LEDGERLOK SCREWS @ 16" O.C. ARCHITECT: NEW P.T. 6X6 ON A 16" DIA. CONCRETE FOOTING. ATTACH W/ 8 ABU66Z SIMPSON POST BASE. TYPICAL FOR (20) LOCATIONS. DEMOLITION NOTES: 9 (3) 2x8 P.T. FLUSH BEAM. ATTACH TO POSTS W/ SIMPSON BC6 POST CAP 1.ALL EXISTING CONSTRUCTION ADJACENT TO AREAS TO BE EXISTING BASEMENT DEMOLISHED IS TO BE SHORED AND BRACED AS REQUIRED PRIOR EXISTING BASEMENT 10 NEW 2x8 P.T. JOISTS @ 16" O.C. W/ HANGERS @ EACH END TO ANY DEMOLITION. PATCH AND REPAIR ALL EXISTING CONSTRUCTION TO REMAIN TO MATCH EXISTING AT THE COMPLETION OF DEMOLITION. 2. PRIOR TO DEMOLITION, CONTRACTOR TO SEAL OFF EXISTING SPACES ADJACENT TO DEMOLITION AS REQUIRED SO AS TO LIMIT SPREAD OF DEBRIS. 3. DURING DEMOLITION, EXISTING CONSTRUCTION SCHEDULED TO REMAIN SHALL NOT BE DAMAGED OR COMPRIMISED IN ANY WAY. SHOULD ANY DAMAGE OCCUR, CONTRACTOR IS TO WALL TYPES: 1 BASEMENT DEMO PLAN REPLACE AND/OR REPAIR EXISTING CONSTRUCTION TO LIKE NEW CONDITION. 3 PROPOSED BASEMENT PLAN NEW SIDING TO MATCH EXISTING OVER 1/2" ZIP WALL SHEATHING 4A1.0 1/4" = 1'-0" W1 OVER 2x6 WOOD STUDS @ 16" O.C. W/ MIN. R-30 CAVITY 4A1.0 1/4" = 1'-0" INSULATION. INSTALL 1/2" GYPSUM WALL BOARD ON INTERIOR SIDE. MOISTURE RESISTANT IN ALL WET AREAS. 2X4 WOOD STUDS @ 16"O.C. W/ (1) LAYER 1/2" GYPSUM WALL W2 REVISIONS / ISSUE DATES DEMOLITION KEY NOTES: BOARD ON EACH SIDE. MOISTURE RESISTANT IN ALL WET AREAS, TYPICAL. NO. DATE DESCRIPTION SECTION OF EXISTING WALL TO BE REMOVED WHERE SHOWN DASHED. 2X4 WOOD STUDS @ 16"O.C. W/ (1) LAYER 1/2" GYPSUM WALL 1 COORDINATE W/ PROPOSED FLOOR PLAN. W3 BOARD ON EXPOSED SIDE. MOISTURE RESISTANT IN ALL WET AREAS, TYPICAL. 2 EXISTING DOOR TO BE REMOVED IN ITS ENTIRETY. 13'-0 1/2" 4'-0" 5'-3" 6'-0" 3 EXISTING RAILING AND DECK TO BE REMOVED IN ITS ENTIRETY. FIRST FLOOR CONSTRUCTION KEY NOTES: 2'-1" 1'-10" 101 W2 CL. PROPOSED DECK 3 2 W1 1 FLOOR FINISHES TO MATCH EXISTING. 1 3 102 104 MUD RM NEW 3'-0" WIDE BY 4'-0" TALL DOUBLE HUNG WINDOW AS SELECTED BY EXIST. BATH 3 2 3 8'-5" OWNER. INSTALL A (2) 2X10 HEADER ABOVE, W/ RIGID INSULATION ON 1 3 103 1 THESE DRAWINGS ARE INSUFFICIENT FOR CONSTRUCTION WITHOUT 2 INSIDE FACE, IF SPACE PERMITS. THE SEAL AND SIGNATURE OF THE ARCHITECT OF RECORD 105 4 NEW (2) 2X10 HEADER ABOVE. @ EXTERIOR DOORS & WINDOWS INSTALL 3 ARCHITECT STAMP: RIGID INSULATION ON INSIDE FACE, IF SPACE PERMITS. 1'-10" W2 CL. CONTRACTOR TO REMOVE EXISTING SIDING & WALL SHEATHING, AND W1 4 INSTALL NEW 1/2" GYPSUM WALL BOARD. 5 2 DOOR SCHEDULE TAG WIDTH HEIGHT TYPE COMMENT EXIST. M. BEDROOM EXIST. KITCHEN 101 3' - 0" 6' - 8" SWINGING INSULATED DOOR PROJECT NAME: 102 2' - 6" 6' - 8" SWINGING 103 104 2' - 6" 3' - 0" 6' - 8" 6' - 8" SWINGING SLIDING Renovations To 105 B01 3' - 0" 3' - 0" 6' - 8" 6' - 8" SLIDING SWINGING The: B02 2' - 6" 6' - 8" SWINGING INSULATED DOOR B03 2' - 0" 6' - 8" SWINGING LaChapelle Residence 20 Crescent Hill 2 1ST FLOOR DEMO PLAN 4 PROPOSED 1ST FLOOR Cortlandt Manor, 4A1.0 1/4" = 1'-0" 4A1.0 1/4" = 1'-0" NY 10567 FENESTRATION REQUIREMENTS: TYPE U FACTOR REQ'D U FACTOR PROV. SHGC REQ'D SHGC PROV. DRAWING TITLE: WINDOWS .27 .27 N/A N/A DEMO PLANS & FLOOR GLASS DOORS .27 .27 N/A N/A PLANS ALL WINDOWS AND DOORS TO HAVE INSULATING GLASS CONSISTING OF ARGON FILLED, LOW-E GLAZING. (TYPICAL FOR ALL DRAWN BY: SHEET: GLASS). 4 OF 6 JD DATE: SCALE: June 6th, 2026 1/4" = 1'-0" DRAWING NO: NYS ENERGY CONSERVATION CODE COMPLIANCE: R-WALLS REQ'D 20 + 5ci OR 30 R-WALLS PROV. R-ATTIC REQ'D 49 R-ATTIC PROV. R-FLOORS REQ'D. 30 R-FLOORS PROV. R-SLAB REQ'D 10 R-SLAB PROV. NOT FOR CONSTRUCTION 4A1.0 FOR ZBA-VARIANCE NEEDED PROJECT PHASE: 30 49 30 10 CD SEE FLOOR PLANS AND SECTIONS FOR MORE INFORMATION June 6th, 2026 Page 42 DESIGNER: B B MUD RM Joseph DeMarco, Assoc. AIA EXISTING ROOF TO REMAIN. EXIST. BATH TO EXIST INSTALL R-49 CAVITY LIGHT INSULATION IF NON EXISTS. B 160 Academy St, Apt 6L Poughkeepsie, NY 12601 EX. T.O. PLATE TO LIGHT 7' - 9" B B BELOW 845-242-6280 jdemarco@superiordesignsny.com NEW EXTERIOR WALL CONSTRUCTION AS SCHEDULED. ARCHITECT: APPROXIMATE FINISHED GRADE. 1ST FLOOR 0' - 0" EXIST. M. BEDROOM EXIST. KITCHEN NEW WINDOW AS NEW DOOR AS SELECTED BY OWNER. SELECTED BY OWNER. ELECTRICAL LEGEND 1 BACK ELEVATION 3 1ST FLOOR ELECTRICAL PLAN DUPLEX RECEPTACLE 5A2.0 1/4" = 1'-0" 5A2.0 1/4" = 1'-0" EXTERIOR DUPLEX RECEPTACLE W/ COVER EXT. REVISIONS / ISSUE DATES SINGLE POLE SWITCH NO. DATE DESCRIPTION THREE WAY SWITCH 3 WALL MOUNTED LED LIGHT FIXTURE AS SELECTED BY OWNER. 4" DIAMETER RECESSED LED LIGHT FIXTURE EXISTING ROOF TO REMAIN. B INSTALL R-49 CAVITY INSULATION IF NON EXISTS. NEW STORAGE HARD WIRED SMOKE DETECTOR W/ S BATTERY BACK-UP. NEW EXTERIOR WALL CONSTRUCTION AS C HARD WIRED CARBON MONOXIDE DETECTOR THESE DRAWINGS ARE INSUFFICIENT FOR CONSTRUCTION WITHOUT THE SEAL AND SIGNATURE OF THE ARCHITECT OF RECORD SCHEDULED. W/ BATTERY BACK-UP. ARCHITECT STAMP: EX. T.O. PLATE 7' - 9" NEW DOOR AS TO SWITCH SELECTED BY OWNER. ABOVE UP B APPROXIMATE FINISHED GRADE. 1ST FLOOR 0' - 0" PROJECT NAME: TO EXISTING LIGHT APPROX. GRADE -2' - 1 1/2" ABOVE Renovations To The: LaChapelle EXISTING BASEMENT Residence 20 Crescent Hill Cortlandt Manor, NY 10567 2 RIGHT ELEVATION 4 BASEMENT ELECTRICAL PLAN 5A2.0 1/4" = 1'-0" 5A2.0 1/4" = 1'-0" DRAWING TITLE: ELEVATIONS & ELECTRICAL PLANS DRAWN BY: SHEET: JD 5 OF 6 DATE: SCALE: June 6th, 2026 1/4" = 1'-0" DRAWING NO: NOT FOR CONSTRUCTION 5A2.0 FOR ZBA-VARIANCE NEEDED PROJECT PHASE: CD June 6th, 2026 Page 43 DESIGNER: Joseph DeMarco, Assoc. AIA 160 Academy St, Apt 6L Poughkeepsie, NY 12601 ARCHITECT: REVISIONS / ISSUE DATES NO. DATE DESCRIPTION THESE DRAWINGS ARE INSUFFICIENT FOR CONSTRUCTION WITHOUT THE SEAL AND SIGNATURE OF THE ARCHITECT OF RECORD ARCHITECT STAMP: PROJECT NAME: Renovations To The: LaChapelle Residence 20 Crescent Hill Cortlandt Manor, NY 10567 DRAWING TITLE: EXISTING PHOTOS DRAWN BY: SHEET: JD 6 OF 6 DATE: SCALE: June 6th, 2026 1" = 40'-0" DRAWING NO: 1 6A3.0 EXISTING PHOTOS NO SCALE NOT FOR CONSTRUCTION 6A3.0 FOR ZBA-VARIANCE NEEDED PROJECT PHASE: CD June 6th, 2026 Page 44 UNAUTHORIZED ALTERATION TO A MAP BEARING A LICENSED PROFESSIONAL LAND SURVEYOR'S SEAL ISA VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW, THE CERTIFICATION 15 NOT AN EXPRESS OR IMPLIED WARRANTY OR GUARANTEE, IT 1S PURELY A STATEMENT OF PROFESSIONAL OPINION BASED ON KNOWLEDGE, INFORMATION AND BELIEF, BASED ON EXISTING FIELD EVIDENCE AND DOCUMENTARY EVIDENCE AVAILABLE, CERTFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. PLAN PREPARED PURSUANT TO SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. SUBJECT TO THE FINDINGS OF AN UP TO DATE TITLE SEARCH, UNLESS THE SURVEYOR'S ORIGINAL SIGNATURE AND SEAL APPEARS RAISED ON THIS MAP, IT SHOULD NOT BE CONSIDERED TRUE AND CORRECT COPY OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. A/F BARAIBAR Chratg 531963527 Sal 26-125. Fu s7s? LOTS 49—5¢ atock 4 Lor 55 LEGEND [8 CATCH BASIN ELECTRIC METER Dd WATER VALVE vn ae a a @ UTILITY POLE @ POST on IP MAILBOX '$48°09'00"E 400.00" 1 story DvELUNG soase-i-2s / Se eae — ad i xe ; 3 y ‘Se | / wa SS \7 Cw rs ax eo | BOR / *, fe 2ilanensta ATRL 932985242 ‘Sa 2861-22 & 16 FM 3757 LOTS 40-43, ex 78.0068 Ye Musis Chirty sorsssrer Sor aheniaat fu 375? Lows 55-58 / Block Lot 57 ww PROPERTY LINE OB POINT OF BEGINNING FILED MAP LOT PL PROPERTY LINE WIRE FENCE EOA EDGE OF ASPHALT WOOD/VINYL FENCE CNC. CONCRETE OVERHEAD WRES SRW STONE RETAINING WALL TREE LINE CRW CONCRETE RETAINING WALL WRW WOOD RETAINING WALL sve ASTON ro oo " g & g & g * § ~ 7 2 £ : 8 Ss a LOCUS MAP (N.T.S.) SURVEY ES THIS PLAN WAS PREPARED FROM AN ON THE GROUND FIELD SURVEY CONDUCTED BY RLS (ON SEPTEMBER 13, 2024 AND ON THE FOLLOWING DATUM— MERIDIAN: FM 3757 HORIZONTAL: ASSUMED REFERENCES ‘STREET NANES, R.O.W. WDTHS, PROPERTY IDENTIFICATION NUMBERS, OWNER NAMES, EASEMENTS, AND ANY ADOITONAL INFORMATION SHOWN HEREON ARE REFERENCED FROM ‘THE FOLLOWING MAPS AND DOCUMENTS— ‘A. LAND CONVEYED TO FRANK & DEBORAH SRENNAN BY DEED BOOK 9881 PAGE 133, FILED IN THE WESTCHESTER CO. CLERKS OFFICE ON AUGUST 14, 1990. BL MAP 3757 ENTITLED, “AMENDED MAP OF PEEKSKILL HIGHLANDS", PREPARED BY HUDSON VALLEY ENGINEERING AND FILED WTH WESTCHESTER CO, ON APRIL 13, 1931 ‘THE SURVEYED PROPERTY IS SUBECT BUT NOT UMITED TO THE INFORMATION SHOWN HEREON. ALL INFORMATION THAT MAY AFFECT THE QUALITY OF TITLE TO BOTH THE ‘SUBJECT AND ADJOINING PARCELS SHOULD BE VERIFIED BY AND ACCURATE AND CURRENT TITLE REPORT. THE LOCATION OF THE UTILITIES AS SHOWN HEREON HAVE BEEN COMPILED FROM VISIBLE ‘STRUCTURES AND INFORMATION OBTAINED FROM VARIOUS SOURCES. THE ACTUAL LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES SHALL BE CONSIDERED APPROXIMATE AND SHALL BE VERIFIED BY THE OWNER PRIOR TO ANY CONSTRUCTION WETLANDS, ENVIRONMENTAL AND/OR HAZARDOUS MATERIALS LOCATION, IF ANY, NOT COVERED UNDER THIS CONTRACT. [OR] WERE LOCATED AS MARKED AT'THE TME OF THE ‘SURVEY. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND 'SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDMSION 2, OF THE NEW YORK ‘STATE EDUCATION LAW. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE MTH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND. SURVEYORS, THIS PLAN NOT VALID UNLESS ORIGINAL STAMP AND SIGNATURE OF A LICENSED SURVEYOR ARE LOCATED HEREON. OFFSETS OR DIMENSIONS FROM THE PROPERTY LINES TO STRUCTURES ARE SURVEY REFERENCES ONLY, AND NOT INTENDED TO MONUMENT THE PROPERTY LINES, NOR ARE THEY TO BE USED IN OR GUIDE CONSTRUCTION OF ANY TYPE, MAP CERTIFIED TO: MARK & STEPHANIE LACHAPELLE PRONATIONAL TITLE AGENCY AS AGENT FOR OLD REPUBLIC TITLE INSURANCE COMPANY TITLE NO: PNT48166W PROPERTY SURVEY 20 CRESCENT HILL DRIVE TOWN OF CORTLANDT, NEW YORK PREPARED FOR MARK & STEPHANIE LaCHAPELLE ROWAN LAND SURVEYING, PLLC 330 OLD ALBANY POST ROAD CARRISON NY 10524 Drawn By PR Date Job No. Surveyed By PR SEPTEMBER 20, 2024 024-094 Scale Sheet No. 20° 10F 1