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Home My WebLink About20260059 42 Catherine St. Demolition & Exterior Modifications Revised Plans - Demolition Application 09.01.2026ITEMDESIGNAT'N PROPOSEDDESIGN ZONE:A-1 EXISTING CONDITION(FROM SURVEY AND BUILDING) PERMITTED/ALLOWED (FROMZONING ORDINANCE) COMMENTS EXISTING CONDITION.NO CHANGE PROPOSED UNDER THISALTERATION.CONFORMS.§310-3 / §310-14 LOTCOVERAGE MINIMUMLOT SIZE 45,766 SF1.05 ACRE 43,560 SF1.00 ACRE N/C(NO CHANGE) FLOOD ZONE SCARSDALESENSITIVEDRAINAGE ANDWETLANDS AREA. ZONE X HRI N/A SPECIALDRAINAGE N/A NEW STORM WATERRETENTIONDRAINAGE SYSTEMTO BE INSTALLED.SEE STORM WATERRETENTIONDRAWINGS FORADDITIONALINFORMATION. FEMA FLOOD DESIGNATION MODERATE TOLOW RISK AREA. VILLAGE OF SCARSDALE'S COMPREHENSIVESTORMWATER MANAGEMENT PLAN, DATEDFEBRUARY 2009.SENSITIVE DRAINAGE AREAS - DECEMBER 2013. CONFORMS§254-7 2,597 SF5.6%4,730 SF10% FAR 3,353 SFFAR = 0.073 WITHOUT ATTICSPACE INCLUDED. 7,018 SFFAR = 0.1533PER FAR CALCULATORSEE WORKSHEET§310-102 (H). ATTIC SPACE NOTINCLUDED PER§310-103 C. 4,418 SFFAR = 0.096 WITHOUT ATTIC ORATTACHED GARAGEINCLUDED LOT FRONTAGE 230 ± FT.150 FT.EXISTING CONDITION.NO CHANGE PROPOSED UNDER THISALTERATION.CONFORMS.§310-15 N/C(NO CHANGE) LOT DEPTH VARIES NO REQUIREMENT EXISTING.NO CHANGEN/C(NO CHANGE) REAR YARDSETBACK SIDE YARDSETBACK FRONT YARDSETBACK 60.2 FT.50.0 FT.EXISTING CONDITION.NO CHANGE PROPOSED UNDER THISALTERATION.CONFORMS.§310-35 N/C(NO CHANGE) NORTH SIDE YARD= 20.7 FT.EACH SIDE 20.0 FT. EACH SIDE SOUTH SIDE YARD =20.2 FT.CORNER LOT = N/A 150 FT.25.0 FT. SINGLESTORY NORTH SIDE YARD =NO CHANGE CONFORMS.§310-51 SOUTH SIDE YARD =NO CHANGE N/A FOR TWOSTORYADDITION 138.0 ± FT. NEW TWO STORYADDITION IN THEREAR YARD TWO STORY ADDITION PROPOSED, ADDING20.0'± TO REAR OF EXISTING HOUSE.CONFORMS.§310-43 30.0 FT. TWOSTORY LOTCOVERAGEWETLANDS/SENSITIVEDRAINAGEAREA 11,193 SF24%EXISTINGNON-CONFORMING EXISTINGBUILDING: 2,597 SFGARAGE: INCLUDED IN ABOVEFRONT PORCH: 51 SFFRONT WALK: 219 SFREAR PLATFORM:142 SFREAR TERRACE: 813 SFREAR STAIR TO BASEMENT: 54 SFPOOL + EQUIP. + PATIO: 2,027 SFPOOL WALK: 36 SFWALLS / STEPS: 211 SFA/C PADS: 23 SFDRIVEWAY APRON: 34 SFMACADAM DRIVEWAY: 4,986 SFTOTAL = 11,193 SF NEWBUILDING: 2,867 SFGARAGE: INCLUDED IN ABOVEREAR STAIR TO BASEMENT : INCLUDED ABOVEREAR PLATFORM / NEW ADDITION 142 SFFRONT PORCH: 51 SFFRONT WALK 219 SFREAR TERRACE: 813 SFPOOL + EQUIP. + PATIO: 2,027 SFPOOL WALK: 36 SFWALLS / STEPS: 211 SFA/C PADS: 23 SFDRIVEWAY APRON: 34 SFMACADAM DRIVEWAY: 4,986 SFTOTAL = 11,409 SF CONFORMS§310-23 8,897 SF19.4%11,409 SF24.4% AREA VARIANCEREQUIRED 2,867 ± SF6%EXISTING 1ST FLOORBUILDING/GARAGE: 2,597 SFGARAGE: INCLUDED IN ABOVETOTAL: 2,597 SF NEW 1ST FLOORBUILDING/GARAGE: 2,867 SFGARAGE: INCLUDED IN ABOVEREAR STAIR TO BASEMENT: INCLUDED IN ABOVETOTAL: 2,867 SF CONFORMS§310-22 EXISTING1ST FLOOR W/O GARAGE: 2,093 SF2ND FLOOR: 1,260 SFATTIC FLOOR: N/ATOTAL: 3,353 SF NEW1ST FLOOR W/O GARAGE: 2,435 SF2ND FLOOR: 1,983 SFATTIC FLOOR: N/ATOTAL: 4,418 SF CONFORMSSEE WORKSHEET.§310-102 (H)MAIN BUILDINGHEIGHT 2 STORY± 30.0 FT.35 FT.CONFORMS.PER LOCAL LAW#5 OF 2021§310-25 2 STORIES30 ± FEETNO CHANGE ACCESSORYBUILDINGPRIVATE GARAGESETBACKFROM REARPROPERTY LINE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLEEXISTING CONDITION.NO CHANGE PROPOSED UNDER THISALTERATION.PRIVATE GARAGE FOR TWO AUTOMOBILESATTACHED TO RESIDENCE.§310-51(B)ACCESSORYBUILDINGPRIVATE GARAGESETBACKFROM SIDEPROPERTY LINE NOT APPLICABLE NOT APPLICABLE ACCESSORYBUILDINGHEIGHT NOT APPLICABLE NOT APPLICABLEEXISTING NO CHANGECONFORMS.§310-30 NOT APPLICABLE OFF-STREETPARKING TWO CAR PRIVATEGARAGE2-5 PARKING SPACESIN MACADAMDRIVEWAY. EXISTING.NO DIMENSIONAL CHANGES TOEXISTING DRIVEWAY.CONFORMS.§310-70(12) EXISTINGMACADAMDRIVEWAY. 2 OFF STREETPARKING SPACESREQUIRED IN A-1ZONE. ZONING ANALYSIS66 PARK ROAD - MARCH, 2022 PARCEL ID: 16.03.8BSECTION: 16 BLOCK: 03 LOT: 8B VILLAGE OF SCARSDALE, NY ALL STRUCTURESAND IMPERV.SURFACES NOT APPLICABLE NOT APPLICABLE NOT APPLICABLEEXISTING CONDITION.NO CHANGE PROPOSED UNDER THISALTERATION.PRIVATE GARAGE FOR TWO AUTOMOBILESATTACHED TO RESIDENCE.§310-51(B) NOT APPLICABLE NO.DESCRIPTION DATE 42 CATHERINE STREET SARATOGA SPRINGS, NY 12866 SEAL ISSUE DRAWING NO. NO.DATEDESCRIPTION REVISION DRAWN NG CHECKED FA DATE SCALE ONE FAMILY RESIDENTIAL DEMOLITION APPLICATION ONE FAMILY RESIDENTIAL DEMOLITION APPLICATION 42 CATHERINE STREET SARATOGA SPRINGS, NY 12866 SECTION SHEET SHEET VINYL SIMILAR SKETCH SERVICE SHELF or SHELVES SPEAKER STAND PIPE STANDARD STAFF SPRINKLER SOAP DISPENSER SPECIFICATION STEEL STORAGE TELEPHONE STATION THROUGH TOE SPACE TOP OF TREAD TYPICAL UNFINISHED URINAL UTILITY TREATMENT TILE or TOILET UNDER COUNTER UNLESS OTHERWISE NOTED VALVE VENT PIPE VENTILATE VAPOR BARRIER VERTICAL VESTIBULE WINDOW WITHOUT VINYL COMPOSITION TILE WATER CLOSET WATER PROOFING VERIFY IN FIELD VACUUM THICK WOOD EOELECTRIC OUTLET RMROOM GNDGROUND GYPSUM GYPSUM WALL BOARD GYP GWB ROUGH OPENING RO EXAM EXSTG EXP JT FIN FL F EXT or FE FRZR GALV FVCFIRE VALVE CABINET FIREPROOF FOOT or FEET FITTING FIXTURE FLOOR FLOOR DRAIN FLOORING FOOTING FIREPROOF SELF CLOSING FREEZER FURNITURE GALVANIZED GAUGE GLASS GLAZED GLAZED TILE GRAB BAR GRADE GENERAL CONTRACTOR FOUNDATION GAS G FURN GA GC G GL GLZ GT GB GR FP FPSC FTG FXTR FD FLG FT FL FTG FDN ELEVATION ELECTRIC WATER COOLER ENCLOSURE ENGINEER ENTRANCE EQUAL EQUIPMENT EXAMINATION EXHAUST EMERGENCY EXISTING EXPANSION EXPOSED EXTERIOR EXPANSION JOINT ELEVATOR FINISH FINISHED FLOOR FIRE EXTINGUISHER FIRE HOSE CABINET FIGUREF EXH EXP EXP EXT FIN FHC FIG EWC EL ENCL ENGR ENTR EQPT EQ EMER ELEV REVISED or REVISION R RADIUS RECEPTION REFERENCE RELOCATED RESILIENT REQUIRED REFRIGERATOR REINFORCEMENT ROOF ROOF DRAIN PLATE PLUMBING PIPE SPACE PLASTER POINT PREFABRICATED QUARRY TILE PLYWOOD Q RECEPT REINF RELOC REQD RAD or R RESIL REF REF REV RF RD PLMB PS PL PLAS PT PREFAB PLYWD QT NOT IN CONTRACT OUTSIDE DIAMETER OWNER FURNISHED PAPER TOWEL RECEPTACLE OPPOSITE HAND ORIGINAL EQUIPMENT PAINT PANEL PARTITION PAPER TOWEL DISPENSER PARTITION END P NORTH NOT APPLICABLE NOT TO SCALE OFFICE OPENING OPPOSITE ON CENTER NUMBER O OPH ORIG OD OFE PNT PNL PTD PTR PTN PE N NA NIC NTS OFF OC OPP OPNG NO BLDGBUILDING INFOINFORMATION CARP CL or CLKG C TO C CONC CHAN or [ CORR CONTR DEMOL CONSTR DR BD CORRIDOR COUNTER DEPARTMENT DETAIL DIAMETER DIFFUSER DIMENSION DEMOLITION CUBICLE CURTAIN TRACK EACH DRAIN BOARD DRAWER DRAWING ELECTRIC DISTILLED WATER DOCTOR or DOOR DRESSING ROOM DISPENSER DOWN E D DISP DR DN DWR DWG DW EA ELEC DR CCT CNTR DEPT DET DIA DIFF DIM CARPET CABINET CATCH BASIN CEILING CEMENT CENTER LINE CERAMIC CERAMIC TILE CAULKING CLEAR CLOSET COLD WATER CONCRETE CHANNEL CENTER TO CENTER CONCRETE MASONRY UNIT CONTINUOUS CONTRACTOR CORNER GUARD CONSTRUCTION C C CLR CL CW CMU CT CONT CG CAB CLG CEM CB MEDICINE or MEDICAL METAL CORNER BEAD MECHANICAL EQUIPMENT ROOM METAL LATH METAL STUDS METER MEZZANINE MIXTURE MOUNTED NOMINAL MINIMUM MISCELLANEOUS NON SLIP TREAD N MASONRY MATERIAL MAXIMUM MANUFACTURING MECHANICAL METAL MEMBRANE LOCKERS M MCB WITH MLTH MS M MISC MXT MTD MIN MEZZ NOM NST MSRNY MFG MAX MATL MER MED MET MEMB MECH LKR W KICK PLATE LIGHT LABORATORY LAMINATE LEAD GLASS LEAD LINED LEADER LENGTH LIGHT WEIGHT LINEAR LOBBY L INTERIOR INSULATION JANITOR CLOSET INSIDE DIAMETER JOIST JUNCTION JUNCTION BOX CL J K KPL LGTH LAB LAM LGL LL LDR LW LIN LOB LT U V INSUL ID INTR JC JST JCT JB T ADD ARCH APPROX ANG or AVG Abbreviations ANGLE ACOUSTIC TILE ADDENDUM AIR CONDITION ALUMINUM APPROXIMATE AREA DRAIN ABOVE FINISH FLOOR ADJUSTABLE or ADJACENT ARCHITECTURAL BEAM BOLT AVERAGE BATHROOM BETWEEN BLOCK BOARD BALCONYB A AD BATH BM BETW BALC BD BLT BLK AFF ACT ADJ A/C AL HEATING, VENTILATION & AIR CONDITIONING HANDICAPPED TOILET HEIGHT HOLDING HOLLOW CORE HOUR INCH HORIZONTAL HOSE BIB HOT WATER ILLUMINATOR INCLUDE HOLLOW METAL I HANDICAPPED HANDLING HARDWARE HARDWOOD HEATER HANDRAIL H HGT HOLD HORIZ ILLUM HC HB HW HR IN INCL HM HDLG HNDRL HVAC HDWD HCP HDW HTRHCT S SINK V W/ W/O WD VB VP VENT VERT VEST VIF VCT WC WPG WDW TO TRD TRTMT UNF UON UR UC UTIL TYP VAC TEL THRU T TS THK SPEC ST SP STD SPR SD SPKR STL STOR STA SECT SHT SV SH SIM S SK SVCE DRAWING NUMBER DRAWING NUMBER SECTION DESIGNATION ELEVATION DESIGNATION INTERIOR ELEVATION PARTIAL SECTION DRAWING NUMBER DETAIL DESIGNATION 3 SPOT DETAIL 2 1 MASONRY UNIT DRAWING NUMBER SECTION DESIGNATION ELEVATION DESIGNATION BUILDING SECTION EXTERIOR ELEVATION DRAWING NUMBER BRICK A-100 1 STEEL 1 CONCRETE CONCRETE ROCK STONE MARBLE GYP. BD., PLASTER PLASTER OR STUCCO FIRST FLOOR FIN. FL. EL. ON METAL LATH EL. 1 CONT. FIN. WOOD FINISHED WOOD PLYWOOD ACOUSTIC TILE QUARRY TILE CERAMIC OR Symbols GRAVEL CONT. ROUGH WOOD METAL EARTH RIGID INSULATION GLASS WATERPROOFING FILLER CARPET NEW FOUNDATION CEILING HEIGHT CH FLOOR JOIST FJ FURNISH & INSTALL F&I WALK IN CLOSET WIC CEILING JOIST CJ ADDRESS: 42 CATHERINE STREET SARATOGA SPRINGS, NY 12866 LOT AREA: 6,980 SQ. FT. (0.16 ACRES) PARCEL ID NO.:165.44-1-78 SECTION NO.44 BLOCK NO.: 01 TAX LOT NO.: 78 CONSTRUCTION CLASS: VA - WOODFRAME OCCUPANCY GROUP: RESIDENTIAL R-3 (1 DWELLING UNIT) ZONING DISTRICT:UR-2 T-100 1 N.T.S. SITE PLAN BUILDING PROPERTY INFORMATION FLOOR ELEVATION ON SECTIONS AND ELEVATIONS FLOOR OR GRADE ELEVATION ON PLANS REVISION TO DRAWING EXISTING WORK TO BE REMOVED NEW CONSTRUCTION NEW DOOR AND DOOR TAG A-100 A-100 A-100 A-100 1 1.DURING THE ALTERATION CONSTRUCTION THERE WILL BE NO ONE OCCUPYING THE SUBJECT EXISTING BUILDING. 2.THERE WILL BE NO ONE OCCUPYING THE AREAS TO BE ALTERED DURING THE COURSE OF THE CONSTRUCTION WORK UNTIL SUBSTANTIAL COMPLETION. 3.CONSTRUCTION WORK WILL BE CONFINED TO WITHIN THE BOUNDARIES OF SUBJECT BUILDING PROPERTY LINES AND WILL BE SEPARATED FROM THE ADJACENT BUILDINGS IN ORDER TO KEEP DUST, DIRT OR OTHER SUCH INCONVENIENCES OF THE CONSTRUCTION PROCESS FROM AFFECTING ADJACENT PROPERTIES. 4.CONSTRUCTION OPERATIONS WILL NOT BLOCK HALLWAYS OR MEANS OF EGRESS FOR THE WORKERS IN THE BUILDING. 5.CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, GAS, WATER, OR ELECTRICAL SERVICES TO OTHER BUILDINGS. 6.CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8:00 A.M. TO 5:00 P.M. AND NOISE PRODUCING OPERATIONS CONFINED TO NORMAL WORKING HOURS: 9:00 A.M. TO 4:00 P.M. MONDAYS THROUGH FRIDAYS, EXCEPT WEEKENDS AND LEGAL HOLIDAYS. ALL WORK IS SUBJECT TO SARATOGA SPRINGS BUILDING DEPARTMENT REGULATIONS WHERE MORE STRICT. CONSULT OWNER'S REQUIREMENTS FOR FURTHER INFORMATION. 7.DEMOLITION: ALL DEBRIS AND PRODUCTS OF DEMOLITION NOT DESIGNATED FOR REUSE SHALL BE REMOVED FROM THE PREMISES AND LEGALLY DISPOSED OF. THE SITE SHALL BE LEFT BROOM CLEAN AT THE END OF EVERY WORKING DAY. 8. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH NYS RESIDENTIAL CODE AS APPLICABLE TO THE ALTERATION. 9.THE OWNER OR HIS/HER REPRESENTATIVE WILL NOTIFY ALL ADJACENT OWNERS (ON EITHER SIDE) BEFORE CONSTRUCTION BEGINS AS TO THE NATURE AND EXTENT OF THE WORK PLANNED. 10.THE OWNER WILL NOTIFY ALL ADJACENT OWNERS (ON EITHER SIDE) AT LEAST 72 HOURS IN ADVANCE WHEN THERE MIGHT BE ANY DISTURBANCE DUE TO CONSTRUCTION OR DEMOLITION WORK. CONSULT OWNER'S REQUIREMENTS FOR FURTHER INFORMATION. SITE LOCATION PLUMBING VENT PV OF 11.28.2025 AS INDICATED 0801 T-100 GENERAL CONDITION NOTES, ZONING MAP, SITE PLAN & TAX MAP T-100 3 N.T.S. TAX MAP SITE LOCATION PRINCIPAL PR BATT OR SPRAY FOAM INSULATION PLAN NORTH TYPICAL # LIST OF DRAWINGS SHEET TITLE SHEET DESCRIPTION T-100 GENERAL CONDITION NOTES, ZONING MAP, SITE PLAN & TAX MAP T-101 EXISTING/DEMOLITION PLOT PLAN & PROPOSED PLOT PLAN EX-100 BASEMENT, FIRST, SECOND FLOOR & ROOF PLAN EXISTING CONDITIONS EX-101 EXISTING ELEVATIONS DM-100 BASEMENT & FIRST FLOORS - DEMOLITION PLANS DM-101 SECOND FLOOR & ROOF - DEMOLITION PLANS DM-102 DEMOLITION AT ELEVATIONS DM-103 GARAGE FLOOR PLAN, ROOF PLAN AND ELEVATIONS WATER HEATER WH 1.ALL DESIGN, FABRICATION, AND CONSTRUCTION WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FEDERAL, STATE, CITY, AND TOWN CODES AND ORDINANCES INCLUDING BUT NOT LIMITED TO THE FOLLOWING: ·2020 RESIDENTIAL BUILDING CODE OF NEW YORK STATE. ·2020 EXISTING BUILDING CODE OF NEW YORK STATE. ·2020 ENERGY CODE OF NEW YORK STATE, STRETCH CODE’ IF APPLICABLE. ·2020 PLUMBING CODE OF NEW YORK STATE. ·2020 MECHANICAL CODE OF NEW YORK STATE. ·2020 FIRE CODE OF NEW YORK STATE. ·2020 FUEL GAS CODE OF NEW YORK STATE. ·2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE. ·CITY OF SARATOGA SPRINGS LOCAL CODE. ·2018 WOOD FRAME CONSTRUCTION MANUAL BY AMERICAN WOOD COUNCIL. ·NFPA - 70 NATIONAL ELECTRICAL CODE (NEC) 2.WHERE CONFLICTS ARISE THE MORE STRINGENT SHALL APPLY. 3.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF WORK WITH ALL TRADES SO THAT NO CONFLICT OR DEFICIENCY IS MADE IN COMPLETED WORK. 4.THE ARCHITECT HAS NOT BEEN RETAINED FOR DAY-TO-DAY CONSTRUCTION OBSERVATION AND ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS AND METHODS, ACTIVITIES, OR SITE SAFETY PROTOCOLS. 5.THE CONTRACTOR SHALL OBTAIN, PRESENT EVIDENCE OF, POST, AND PAY FOR ALL PERMITS REQUIRED TO CARRY OUT ALL OF THE CONSTRUCTION WORK REQUIRED TO COMPLETE CONSTRUCTION. 6.THE CONTRACTOR SHALL ASSIST WITH OBTAINING A CERTIFICATE OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE FROM THE CITY OF SARATOGA SPRINGS DEPARTMENT OF BUILDINGS AT PROJECT’S COMPLETION. 7.ALL DIMENSIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SUBJECT TO REVISION AS PER ACTUAL FIELD DIMENSIONS TO BE VERIFIED BY THE CONTRACTOR, OWNER’S DIRECTION, AND/OR AS APPROVED BY THE ARCHITECT. 8.THE CONTRACTOR SHALL SECURE THE CONSTRUCTION SITE AS REQUIRED BY SAFETY STANDARDS, GOOD PRACTICE, OR CITY CODE. 9.THE CONTRACTOR SHALL PROTECT ALL BUILDING ELEMENTS AND COMPONENTS SUBJECT TO DAMAGE BY INCLEMENT WEATHER WHETHER BEING STORED ON SITE OR INSTALLED AS A PART OF THE NEW CONSTRUCTION. 10.THE CONTRACTOR SHALL ASSUME ALL EXPENSE AND RESPONSIBILITY FOR TEMPORARY CONSTRUCTION ENCLOSURES WHERE NECESSARY OR CALLED FOR ON THE DRAWINGS. 11.ITEMS SUSTAINING DAMAGE DURING THE DEMOLITION AND CONSTRUCTION PERIOD SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AND ARCHITECT AT THE CONTRACTOR’S EXPENSE. 12.THE CONTRACTOR SHALL CONDUCT ALL WORK IN SUCH A MANNER AS NOT TO COMPROMISE OR IMPAIR THE STRUCTURAL INTEGRITY OR STABILITY OF THE EXISTING STRUCTURE, ADJACENT STRUCTURE, UTILITIES, OR EQUIPMENT. IF ANY DAMAGE SHOULD OCCUR AS A RESULT OF THE WORK, THE CONTRACTOR SHALL REPAIR OR REPLACE SAID DAMAGED ITEMS/COMPONENTS. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE WORK DISCONTINUATION, MATERIALS TESTING, REPAIR, AND ALL MISCELLANEOUS RELATED COSTS. 13.THE TERM ‘OWNER’ SHALL REFER TO THE LEGAL OWNER OF THE PROPERTY AND PREMISES AND ITS AGENTS OR REPRESENTATIVES. 14.THE CONTRACTOR’S AGREEMENT TO ENTER INTO THE WORK SHALL SUFFICE AS THE CONTRACTOR’S ACCEPTANCE OF THE ITEMS AND TERMS SPECIFIED HEREIN AND SHALL BE INCORPORATED INTO ANY AND ALL AGREEMENTS BETWEEN OWNER AND CONTRACTOR. 15.THE CONTRACTOR SHALL DETERMINE AND/OR VERIFY THE ACTUAL LOCATION OF ANY AND ALL UTILITIES, ALL SUPPLY, WASTE, AND HEATING PIPING, AND RELATED ITEMS PRIOR TO START OF ANY WORK. ALL COSTS INCURRED WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 16.THE CONTRACTOR, AT ALL TIMES, SHALL PROVIDE SAFE AND CONVENIENT ACCESS WITH PROPER FACILITIES FOR THE INSPECTION TO ALL PARTS OF THE WORK. 17.ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TIME TO BE DEFICIENT OR NOT AS SPECIFIED OR AUTHORIZED SHALL BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS AND AT NO ADDITIONAL COST TO THE OWNER. 18.ALL MATERIALS AND ITEMS SPECIFIED ON THE CONTRACT DRAWINGS OR AS DIRECTED BY THE ARCHITECT OR OWNER AND AS PER SITE CONDITIONS DEMAND, SHALL BE DISPOSED OF PROPERLY BY CERTIFIED PERSONNEL IN APPROVED CONTAINERS OUT OF THE PATH OF CONSTRUCTION, AWAY FROM THE PUBLIC AND VEHICLE TRAFFIC, AND BE CARTED TO APPROVED LANDFILL SITE BY LICENSED CARTERS. 19.THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS OF THE PROPERTY AND SITE PRIOR TO THE START OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE THE WORK AGREE WITH SAME. 20.IF PRIOR TO OR DURING THE COURSE OF THE WORK, IF A CONDITION EXISTS OR APPEARS AS A HIDDEN CONDITION, OR DISAGREES WITH THAT AS INDICATED ON THE APPROVED PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE OWNER AND/OR ARCHITECT. SHOULD THE CONTRACTOR FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE TO WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM. 21.DRAWINGS ARE NOT TO BE SCALED, USE WRITTEN DIMENSIONS ONLY. CONTACT ARCHITECT IF ANY QUESTION. 22.IT IS THE INTENT OF THESE DRAWINGS TO EXPLAIN AND CLARIFY THE PROPOSED CONSTRUCTION, HOWEVER, FIELD CONDITIONS MAY ARISE THAT MAY HAVE NOT BEEN FORESEEN AND/OR EXHAUSTIVELY DETAILED. CONSULT ARCHITECT. 23.REINFORCEMENT FOR GRAB BARS SHALL BE INSTALLED IN NEW OR EXISTING PARTITIONS/WALLS AT BATHROOMS AND POWDER ROOM TO MEET PRESENT OR FUTURE ACCESSIBILITY REQUIREMENTS. 24.AT PROJECT COMPLETION, A CERTIFIED LAND SURVEYOR SHALL BE RETAINED TO VERIFY AND PLOT ANY NEW CONSTRUCTION TO PRODUCE AN ‘AS-BUILT SURVEY’ FOR FILING WITH THE CITY OF SARATOGA SPRINGS AS REQUIRED. GENERAL CONDITIONS T-100 2 N.T.S. ZONING MAP SITE LOCATION SAFETY NOTES 01 BUILDING DEPARTMENT SARATOGA SPRINGS 12/19/2025 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X N40°50'00"E 198.29' S4 9 ° 1 7 ' 0 5 " E 70 . 4 1 ' S60° 2 2 ' 0 7 " W 210. 5 5 ' CATHERINE STREET NE W Y O R K S T A T E R O U T E 5 0 U.S. R O U T E 9 M A P L E A V E N U E STEPS STEPS CONCRETE WALKS OV E R H E A D U T I L I T Y L I N E S ( T Y P . ) CHAI N L I N K F E N C E CONC. CURB C O N C . C U R B 0.8'± 9. 4 ' ± 3.0'± 0.9'± ROOF OVER 0.4'± PORCH OVER 5.1 ' ± 23 . 1 ' ± 1. 6 ' ± 1. 2 ' ± RO O F L I N E ( T Y P . ) RO O F L I N E ( T Y P . ) ONE STORY GARAGE NOTE: ELEC. TO GARAGE IS UNDERGROUND GAS METER 2nd FLOOR OVERHANGS COVERED PORCH 2 STORY SINGLE FAMILY RESIDENCE 42 CATHERINE STREET ON E S T O R Y E N C L O S E D PO R C H ENCLOSED BASEMENT ENTRANCE ELEC. METER RIGHT OF WAY = 50 FT. WIDTH OF PAVEMENT = 24± FT. LANDS OF NORTH CIRCULAR CAPITAL , LLC DEED NO. 2023031941 AREA = 6,980± SQ. FT. TAX MAP PARCEL NO. 165.44-1-78 MACADAM DRIVEWAY GUY ANCHOR GUY ANCHOR UTILITY POLE METAL GUARDRAIL (PAV E M E N T A N D O T H E R I M P R O V E M E N T S O N R O U T E 5 0 A R E N O T S H O W N ) EXISTING GARAGE TO BE REMOVED SEE DWG. DM-103 INTERIOR DEMOLITION, REFER TO DRAWINGS DM-100 AND DM-101. EXISTING COVERED PORCH TO BE REBUILT AS EXISTING. SEE CONSTRUCTION DRAWINGS EXISTING STEPS TO BE REMOVED EXISTING CURB CUT & MACADAM DRIVEWAY TO REMAIN. REPAIR SIDEWALK AS PER CITY DETAILS & AS NEEDED. AREA OF EXCAVATION FOR NEW REAR PORCH. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X N40°50'00"E 198.29' S4 9 ° 1 7 ' 0 5 " E 70 . 4 1 ' S60° 2 2 ' 0 7 " W 210. 5 5 ' CATHERINE STREET NE W Y O R K S T A T E R O U T E 5 0 U.S. R O U T E 9 M A P L E A V E N U E STEPS CONCRETE WALKS OV E R H E A D U T I L I T Y L I N E S ( T Y P . ) CHAI N L I N K F E N C E CONC. CURB C O N C . C U R B 0.8'± 9. 4 ' ± 3.0'± 0.9'± ROOF OVER 0.4'± PORCH OVER 5.1 ' ± RO O F L I N E ( T Y P . ) RO O F L I N E ( T Y P . ) GAS METER 2nd FLOOR OVERHANGS COVERED PORCH 2 STORY SINGLE FAMILY RESIDENCE 42 CATHERINE STREET ON E S T O R Y E N C L O S E D PO R C H ENCLOSED BASEMENT ENTRANCE ELEC. METER RIGHT OF WAY = 50 FT. WIDTH OF PAVEMENT = 24± FT. LANDS OF NORTH CIRCULAR CAPITAL , LLC DEED NO. 2023031941 AREA = 6,980± SQ. FT. TAX MAP PARCEL NO. 165.44-1-78 MACADAM DRIVEWAY GUY ANCHOR GUY ANCHOR UTILITY POLE METAL GUARDRAIL (PAV E M E N T A N D O T H E R I M P R O V E M E N T S O N R O U T E 5 0 A R E N O T S H O W N ) NEW PAVED PARKING AREA REPAIR CURB CUT & DRIVEWAY PREPARE AREA OF DEMOLISHED GARAGE FOR NEW ±400 SF PARKING PAD LOCATION OF NEW REAR PORCH NO.DESCRIPTION DATE 42 CATHERINE STREET SARATOGA SPRINGS, NY 12866 SEAL ISSUE DRAWING NO. NO.DATEDESCRIPTION REVISION DRAWN NG CHECKED FA DATE SCALE ONE FAMILY RESIDENTIAL DEMOLITION APPLICATION OF 11.28.2025 AS INDICATED 0802 T-101 EXISTING/DEMOLITION PLOT PLAN & PROPOSED PLOT PLAN T-101 2 3/32"=1'-0" PROPOSED PLOT PLAN T-101 1 3/32"=1'-0" EXISTING / DEMOLITION PLOT PLAN PLAN NORTH PLAN NORTH 01 BUILDING DEPARTMENT SARATOGA SPRINGS 12/19/2025 UP EXISTING CELLAR ENTRANCE EXISTING UNFINISHED BASEMENT EXISTING UNFINISHED BASEMENT EX . 8 x 6 B E A M EX . 8 x 6 B E A M EX . 2 x 8 C . J . @ ±2 0 " O . C . EX. 2x8 F.J. @ 16" O.C. EX. 2x8 F.J. @ 16" O.C. CLG HT. ±7'-0" AFF CLG HT. ±7'-0" AFF EXISTING GAS METER EXISTING ELECT. METER EXISTING CMU FOUNDATION WALL RAMP UP EXISTING RUBBLE STONE FOUNDATION WALL EXISTING CHIMNEY EXISTING CHIMNEY EXISTING RUBBLE STONE FOUNDATION WALL EXISTING CMU FOUNDATION WALL 16" STONE SHELF ±4'-0" A.F.F.SHELF EXISTING WOOD POST EXISTING OIL STORAGE TANK EXISTING OIL STORAGE TANK EXISTING GAS FIRED HW BOILER EXISTING WOOD STAIR EX . 2 x 4 S L E E P E R S W/ W O O D D E C K I N G EX. RADIATOR EX. RADIATOR DN UP EX. RADIATOR EX . RA D I A T O R EX. RADIATOR UP DN DN EXISTING FAMILY ROOM EXISTING KITCHEN EXISTING DINING ROOM EX. CL. EXISTING LIVING ROOM EXISTING BATHROOM EXISTING ENCLOSED PORCH EXISTING SLOPE EXISTING SLOPE CLG HT. ±7'-11" AFF CLG HT. ±8'-2 1/2" AFF CLG HT. 8'-0" AFF EX . 2 x 8 F . J . @ 16 " O . C . V . I . F . EX. 2x8 F.J. @ 16" O.C. EX. RADIATOR EXISTING W.I.C. EXISTING PORCH EX . 2 x 8 F . J . @ 16 " O . C . V . I . F . EXISTING WOOD STAIR EXISTING WOOD STAIR EXISTING STAIR HALL STAIR VOLUME @ CEILING LINE OF ROOF ABOVE DN EX. RADIATOR DN EXISTING BEDROOM EXISTING BATHROOM EXISTING BEDROOM EX. CL. EXISTING BEDROOM EXISTING BEDROOM EXISTING SLOPE EX. W.I.C.CLG HT. ±8'-1" AFF EX. 2x4 C.J. CLG HT. ±8'-1 1/2" AFF CLG HT. ±7'-2" AFF CLG HT. ±7'-2" AFF CLG HT. ±8'-1 1/2" AFF EX. CL. EX . RA D I A T O R EX . RA D I A T O R EX. RADIATOR EX . RA D I A T O R EX. 2x4 C.J. EX. 2x6 C.J. @ 16 O.C. V.I.F. EXISTING WOOD STAIR EX. 2x6 C.J. @ 16 O.C. V.I.F. ATTIC HATCH EXISTING ROOF SLOPE EX I S T I N G RO O F SL O P E EXISTING SLOPE EXISTING SLOPE EXISTING SLOPE EX I S T I N G SL O P E EX I S T I N G SL O P E EX I S T I N G SL O P E EXISTING SLOPE EXISTING SLOPE EX-100 1 1/4"=1'-0" EXISTING CONDITIONS OF 11.28.2025 AS INDICATED 0803 EX-100 BASEMENT, FIRST, SECOND FLOOR & ROOF PLAN EXISTING CONDITIONS NO.DESCRIPTION DATE 42 CATHERINE STREET SARATOGA SPRINGS, NY 12866 SEAL ISSUE DRAWING NO. NO.DATEDESCRIPTION REVISION DRAWN NG CHECKED FA DATE SCALE ONE FAMILY RESIDENTIAL DEMOLITION APPLICATION BASEMENT FLOOR EX-100 2 1/4"=1'-0" EXISTING CONDITIONS FIRST FLOOR EX-100 3 1/4"=1'-0" EXISTING CONDITIONS PLAN NORTH SECOND FLOOR EX-100 4 1/4"=1'-0" EXISTING CONDITIONS ROOF PLAN PLAN NORTH PLAN NORTH PLAN NORTH 01 BUILDING DEPARTMENT SARATOGA SPRINGS 12/19/2025 2 EX-101 3 EX-101 1 EX-101 4 EX-101 2 EX-101 3 EX-101 1 EX-101 4 EX-101 2 EX-101 3 EX-101 1 EX-101 4 EX-101 2 EX-101 3 EX-101 1 EX-101 4 EX-101 ±2 7 ' - 5 3 / 4 " T.O. 1ST FL. ±9 ' - 1 " ±8 ' - 1 " B.O. CLG T.O. 2ND FL. LOWER RIDGE ±7 ' - 0 3 / 4 " ±8 ' - 1 " T.O. UNFINISHED BASEMENT FL. HIGHER RIDGE ±3 ' - 3 " EXISTING RUBBLE STONE FOUNDATION WALL ±2 7 ' - 5 3 / 4 " T.O. 1ST FL. ±9 ' - 1 " ±8 ' - 1 " B.O. CLG T.O. 2ND FL. LOWER RIDGE ±7 ' - 0 3 / 4 " ±8 ' - 1 " T.O. UNFINISHED BASEMENT FL. HIGHER RIDGE ±3 ' - 3 " EXISTING RUBBLE STONE FOUNDATION WALL EXISTING CMU FOUNDATION WALL EXISTING CURB EXISTING RAMP DOWN ±2 7 ' - 5 3 / 4 " T.O. 1ST FL. ±9 ' - 1 " ±8 ' - 1 " B.O. CLG T.O. 2ND FL. LOWER RIDGE ±7 ' - 0 3 / 4 " ±8 ' - 1 " T.O. UNFINISHED BASEMENT FL. HIGHER RIDGE ±3 ' - 3 " EXISTING RUBBLE STONE FOUNDATION WALL ±2 7 ' - 5 3 / 4 " T.O. 1ST FL. ±9 ' - 1 " ±8 ' - 1 " B.O. CLG T.O. 2ND FL. LOWER RIDGE ±7 ' - 0 3 / 4 " ±8 ' - 1 " T.O. UNFINISHED BASEMENT FL. HIGHER RIDGE ±3 ' - 3 " OF 11.28.2025 AS INDICATED 0804 EX-101 EXISTING ELEVATIONS NO.DESCRIPTION DATE 42 CATHERINE STREET SARATOGA SPRINGS, NY 12866 SEAL ISSUE DRAWING NO. NO.DATEDESCRIPTION REVISION DRAWN NG CHECKED FA DATE SCALE ONE FAMILY RESIDENTIAL DEMOLITION APPLICATION EX-101 1 1/4"=1'-0" EXISTING FRONT (NORTH) ELEVATION EX-101 3 1/4"=1'-0" EXISTING REAR (SOUTH) ELEVATION 2 EX-101 4 EX-101 EX-101 2 1/4"=1'-0" EXISTING LEFT (WEST) ELEVATION EX-101 4 1/4"=1'-0" EXISTING RIGHT (EAST) ELEVATION 3 EX-101 1 EX-101 4 EX-101 2 EX-101 1 EX-101 3 EX-101 01 BUILDING DEPARTMENT SARATOGA SPRINGS 12/19/2025 1.BY SUBMITTING A BID OR EXECUTING THE CONTRACT FOR SELECTIVE DEMOLITION, THE CONTRACTOR REPRESENTS THAT HE HAS VISITED THE SITE AND FAMILIARIZED HIMSELF WITH THE LOCAL CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED, AND THAT HE HAS FAMILIARIZED HIMSELF WITH THE REQUIREMENTS OF THE PROJECT. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES, OMISSIONS, AND/OR CONFLICTS BETWEEN THE EXISTING CONDITIONS AND THE WORK AS DESCRIBED IN THESE CONTRACT DOCUMENTS. 2.THE EXISTING CONDITIONS AND DEMOLITION DRAWINGS WERE PREPARED FOR THE CONVENIENCE OF THE CONTRACTOR AND OWNER. THE ARCHITECT DOES NOT WARRANT THE ACCURACY AND COMPLETENESS OF THESE DRAWINGS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY AND BE FAMILIAR WITH ALL ASPECTS OF THE EXISTING CONDITIONS THAT ARE AFFECTED BY THE WORK. 3.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF BUILDINGS OF THE CITY OF SARATOGA SPRINGS, 2020 NYS RESIDENTIAL BUILDING CODE, 2020 NYS ENERGY CONSERVATION CODE, 2020 EXISTING BUILDING CODE, LOCAL LAWS, ALL APPLICABLE CODES AND LAWS, AND ALL AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL OBTAIN THE DEMOLITION PERMIT AND PAY ALL PERMIT FEES AS REQUIRED BY THE DEPARTMENT OF BUILDINGS OF THE CITY OF SARATOGA SPRINGS. 4.THE CONTRACTOR SHALL REMOVE ENTIRE DETACHED GARAGE STRUCTURE, RESIDENCE EXISTING PARTITIONS, WALLS, CEILINGS, INACTIVE CHIMNEYS, ETC. AS WELL AS EXISTING SOFFITS, MOLDINGS, FINISHES, LIGHT FIXTURES, PLUMBING FIXTURES, APPLIANCES, MECHANICAL EQUIPMENT, AND OTHER EXISTING ELEMENTS/COMPONENTS WHERE SHOWN ON DEMOLITION PLANS OR AS IMPLIED BY DEMOLITION AND NEW CONSTRUCTION PLANS. PATCH AND REPAIR FLOORS, WALLS, AND CEILINGS, AT EXISTING TO REMAIN, TEMPORARILY OR AS REQUIRED TO MATCH THE ADJACENT SURFACE AND/OR AS CALLED FOR ON PLANS. ALL EXISTING WALLS AND PARTITIONS TO REMAIN SHALL BE MADE PLUMB AND LEVEL IF FOUND TO BE OUT OF PLUMB AND LEVEL. 5.THE CONTRACTOR SHALL PERFORM ALL CUTTING, PATCHING, AND REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED OR IMPLIED ON THE DRAWINGS AND ALL OTHER WORK AS IS REQUIRED TO COMPLETE THE SELECTIVE DEMOLITION PHASE OF THE PROJECT. 6.ENSURE THE SAFETY OF THE STRUCTURE, ITS INHABITANTS AND WORKERS PER 2020 NYS RESIDENTIAL CODE, 2020 EXISTING BUILDING CODE, PROPERTY MAINTENANCE CODE, AND ALL CITY, STATE, AND LOCAL LAWS. 7.NO CUTTING, NOTCHING, OR REMOVAL OF ANY SUSPECTED STRUCTURAL ELEMENT SHALL TAKE PLACE. ALL DEMOLITION OF EXISTING CONSTRUCTION TO BE PERFORMED IN A SAFE AND PROFESSIONAL MANNER. ANY QUESTION AS TO STRUCTURAL STABILITY SHALL BE BROUGHT TO THE ARCHITECT'S OR ENGINEER'S ATTENTION. 8.ELECTRICAL SERVICE PANELS SHALL BE INSPECTED BY LICENSED ELECTRICIAN IN ORDER TO DETERMINE THEIR CONDITION AND SUITABILITY WITHIN THE NEW CONSTRUCTION ELECTRICAL REQUIREMENTS. REMOVE ALL DEFECTIVE, OUTDATED, ILLEGAL, OR NON-CONFORMING ELECTRICAL COMPONENTS. SEE CONSTRUCTION AND ELECTRIC LAYOUT PLANS. 9.REMOVE ALL PLUMBING FIXTURES AND PIPING AFFECTED BY DEMOLITION TO A POINT OF CONCEALMENT. PROPERLY CAP PER CODE. REFERENCE PLUMBING NOTES AND/OR PLUMBING RISER DIAGRAM, IF PROVIDED. 10.REMOVE ELECTRICAL AND OTHER WIRING PRESENTLY OUTSIDE PARTITIONS IF ANY, AND WIRING AFFECTED BY PARTITION DEMOLITION TO JUNCTION BOX OR POINT OF ORIGIN PER NYS AND NATIONAL ELECTRIC CODE. REFERENCE ELECTRICAL NOTES. 11.CAREFULLY REMOVE ALL FINISHED WOOD AND TILE FLOORING, MILLWORK, WOOD AND PLASTER MOLDINGS, TRIM, DOOR AND WINDOW CASINGS, WINDOWS, DOORS AND TRIM, APPLIANCES, AND PLUMBING AND LIGHTING FIXTURES, AND CHIMNEYS. WHERE ITEMS MAY BE REUSABLE STORE AT OWNER'S DIRECTION, OTHERWISE DISCARD AS PART OF THIS WORK IN LAWFUL MANNER. 12.ALL PLASTER, GYPSUM BOARD AND OTHER DEBRIS TO BE PROPERLY CARTED AWAY AND LEGALLY DISPOSED OF, UNLESS DEEMED OF VALUE. HARDWARE, ELECTRICAL FIXTURES, PLUMBING FIXTURES, WOODWORK, MOLDINGS, WINDOW SASH, AND OTHER FRAGMENTS OF THE ORIGINAL BUILDING CONSTRUCTION DEEMED OF VALUE SHALL REMAIN THE PROPERTY OF THE OWNER. THE CONTRACTOR SHALL PACKAGE AND DELIVER ALL SUCH ITEMS IN “AS-IS” OR GOOD CONDITION TO THE OWNER WHETHER OR NOT DESIGNATED FOR REUSE. 13.REMOVE EXISTING WINDOWS, DOORS AND FRAMES AS REQUIRED AND REUSE OR DISCARD AS PER PLANS AND/OR OWNER'S/ARCHITECT'S DIRECTION. 14.DISCONNECT ALL WATER, GAS, AND ELECTRICAL LINES AS REQUIRED DUE TO SELECTIVE DEMOLITION AND TEMPORARILY OR PERMANENTLY RELOCATE WHERE REQUIRED EITHER BY PLANS, GOOD PRACTICE, OR CODE. 15.REMOVE AND/OR TEMPORARILY SUPPORT EXISTING TO REMAIN: ALL STRUCTURAL COMPONENTS, SWITCHES, OUTLETS, THERMOSTATS, SMOKE DETECTORS AND ANY RELATED MECHANICAL EQUIPMENT TO PROVIDE FOR NEW CONSTRUCTION WHERE REQUIRED. 16.CAP PLUMBING DRAINS AND SUPPLY PIPING AT OR UNDER FLOOR WHERE REQUIRED TO PROVIDE FOR A SMOOTH FINISHED FLOOR AS APPLICABLE PER FINAL ALTERATION DRAWINGS. 17.PROTECT ANY EXISTING CONSTRUCTION INCLUDING FRONT PORCH, WINDOWS, EXTERIOR DOORS, EQUIPMENT, EXHAUST REGISTERS, AND UTILITY SERVICES TO REMAIN OR UNTIL REPLACEMENTS ARE INSTALLED. 18.PROVIDE AND MAINTAIN TEMPORARY PROTECTION OF THE EXISTING STRUCTURE AND FINISHES WHERE DESIGNATED TO REMAIN. BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING STRUCTURE OR FINISHES BY REASON OF INSUFFICIENT PROTECTION PROVIDED. PROVIDE ALL PROTECTION REQUIRED TO ENSURE SAFETY OF BUILDING OCCUPANTS AND WORKERS WHILE WORK IS IN PROGRESS. 19.AS REQUIRED OR AT OWNER'S REQUEST PROVIDE ANY TEMPORARY DUST BARRIERS OR PARTITIONS TO SEAL OFF SPACES IN ORDER TO CONTROL DUST AND NOISE. PROVIDE TEMPORARY EXHAUST FANS TO EXPEL DUST TO EXTERIOR AS NEEDED TO PROTECT WORKERS. 20.AS APPLICABLE, WHEN REMOVING WINDOWS OR PORTIONS OF WINDOWS, OPENING UP ROOF, ETC. SCHEDULE WORK TO BE COMPLETED IN SAME DAY OR PROVIDE SUITABLE PROTECTION TO REMAINING CONSTRUCTION IN ORDER TO MAINTAIN WATER-TIGHTNESS OF THE BUILDING. 21.PROTECT/COVER EXISTING FLOORS TO REMAIN WITHIN WORK AREA WITH 3/8” MASONITE SHEETS AND KRAFT PAPER, OR EQUAL MATERIAL OR AS REQUIRED/REQUESTED BY OWNER. 22.PROVIDE MINIMUM 4'x 4' CARPET REMNANT AT CONSTRUCTION ENTRIES TO EXISTING RESIDENCE TO CONTROL FOOT BORN DUST. KEEP CARPET DAMP DURING THE WORKDAY. 23.FOLLOW PROCEDURES OF THE OWNER AS THEY PERTAIN TO NOTIFICATIONS, SHUT DOWNS, DEMOLITION, ACCESS, BADGING AND PANDEMIC PROTECTION OF EMPLOYEES, AND HOURS OF WORK. NOISE PRODUCING DEMOLITION WORK HOURS SHALL BE PERFORMED BETWEEN THE HOURS OF 10 AM AND 4 PM MONDAY THROUGH FRIDAY UNLESS WRITTEN CONSENT IS GIVEN BY THE OWNER. NORMAL WORK HOURS SHALL BE BETWEEN 9 AM AND 5 PM MONDAY THROUGH FRIDAY. 24.CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING ALL STATE AND LOCAL LAWS, PROCEDURES, PRECAUTIONS, NOTIFICATIONS, ETC. WITH RELATION TO LEAD PAINT REMOVAL OR THE REMOVAL OF ANY SUSPECT SUBSTANCE EITHER PREVIOUSLY IDENTIFIED OR DISCOVERED DURING DEMOLITION WORK. 25.SUBJECT BUILDING WILL BE VACANT DURING THE COURSE OF DEMOLITION AND CONSTRUCTION. 26.EXISTING SMOKE AND CARBON MONOXIDE DETECTORS SHALL REMAIN OPERATIONAL DURING THE COURSE OF DEMOLITION AND CONSTRUCTION. IF DEVICES ARE NOT CURRENTLY INSTALLED, CONTRACTOR TO PROVIDE TEMPORARY SMOKE AND CARBON MONOXIDE DETECTORS JUST INSIDE ENTRY DOORS. SEE NEW ALTERATION PLANS FOR NEW PERMANENT, HARD WIRED LOCATIONS FOR SMOKE AND CARBON MONOXIDE DETECTORS. MAINTAIN OPERABLE FIRE EXTINGUISHERS IN THE BUILDING DURING THE DURATION OF THE DEMOLITION AND CONSTRUCTION. EXISTING CONDITIONS AND SELECTIVE DEMOLITION NOTES:KEY NOTES: 1.REMOVE ALL EXISTING INTERIOR WALLS IN DASHED LINES, PATCH AS REQUIRED. 2.REMOVE EXISTING DOORS IN DASHED LINES (TYPICAL). 3.REMOVE ALL EXISTING WINDOWS IN DASHED LINES. 4.G.C. TO PATCH AND REPAIR FLOORS & CEILING WHERE NEEDED TO ACCOMMODATE NEW LAYOUT. 5.EXISTING EXTERIOR WALL TO BE PARTIALLY REMOVED. FLOOR SYSTEM TO BE PROPERLY SHORED UNTIL NEW STRUCTURAL MEMBERS ARE IN PLACE. 6.EXISTING INTERIOR STAIR TO BE REMOVED, PREPARE THE AREA TO RECEIVE NEW FLOOR SYSTEM TO BLOCK THE OPENING, PATCH AREA AS REQUIRED. 7.EXISTING CHIMNEY TO BE REMOVED, OPENING TO BE BLOCKED, PATCH AREA AS REQUIRED. 8.EXISTING KITCHEN COUNTER, SINK AND APPLIANCES TO BE REMOVED, PREPARE THE AREA TO RECEIVE NEW KITCHEN. 9.EXISTING PLUMBING FIXTURES TO BE REMOVED, PLUMBING LINES TO BE CAPPED. PREPARE AREA TO RECEIVE NEW FIXTURES. 10.EXISTING MILLWORK TO BE REMOVED, PATCH AREA AS REQUIRED. 11.EXISTING CHIMNEY TO BE REMOVED. PATCH AREA TO MATCH EXISTING ROOF AND WATERPROOFING. 12.EXTERIOR STAIRS TO BE REMOVED, PATCH AND REPAIR EXTERIOR FACADE FINISH. 13.EXISTING RADIATOR TO BE REMOVED, WATER LINES TO BE CAPPED. PATCH AND REPAIR AS REQUIRED. 14.EXISTING ROOF TO BE REMOVED. 15.EXISTING EXTERIOR WALL TO BE REMOVED. EXISTING FOOTING TO BE PREPARED TO RECEIVED NEW WALL. 16.EXISTING STAIR TO BE REMOVED AND REBUILT.. 17.EXISTING FRONT PORCH TO BE REMOVED AND REBUILT. 18.REMOVE FLAT CEILING. 19.REMOVE ROOFING DOWN TO SHEATHING. PREPARE AREA FOR NEW ROOFING. 20.REMOVE AND REPLACE DECORATIVE LATTICE WORK. 21.REMOVE (2) 330 GA. OIL STORAGE TANKS. 22.REMOVE GAS FIRED H.W. BOILER. 23.REMOVE AND REPLACE ALL EXTERIOR SIDING. DRAWING LEGEND EXISTING DOOR TO REMOVED EXISTING WALLS/PARTITIONS TO REMAIN EXISTING TO BE REMOVED OR AS NOTED BY KEY NOTE #KEY NOTE TAG UP EXISTING CELLAR ENTRANCE EXISTING UNFINISHED BASEMENT EXISTING UNFINISHED BASEMENT EX . 8 x 6 B E A M EX . 8 x 6 B E A M EX . 2 x 8 C . J . @ ±2 0 " O . C . EX. 2x8 F.J. @ 16" O.C. EX. 2x8 F.J. @ 16" O.C. CLG HT. ±7'-0" AFF CLG HT. ±7'-0" AFF EXISTING GAS METER EXISTING ELECT. METER EXISTING CMU FOUNDATION WALL RAMP UP EXISTING RUBBLE STONE FOUNDATION WALL EXISTING CHIMNEY EXISTING CHIMNEY EXISTING RUBBLE STONE FOUNDATION WALL EXISTING CMU FOUNDATION WALL 16" STONE SHELF ±4'-0" A.F.F.SHELF EXISTING WOOD POST EXISTING OIL STORAGE TANK EXISTING OIL STORAGE TANK EXISTING GAS FIRED HW BOILER EXISTING WOOD STAIR EX . 2 x 4 S L E E P E R S W/ W O O D D E C K I N G 7 7 33 2 15 15 6 22 21 21 3 3 3 3 EX. RADIATOR EX. RADIATOR DN UP EX. RADIATOR EX . RA D I A T O R EX. RADIATOR UP DN DN EXISTING FAMILY ROOM EXISTING KITCHEN EXISTING DINING ROOM EX. CL. EXISTING LIVING ROOM EXISTING BATHROOM EXISTING ENCLOSED PORCH EXISTING SLOPE EXISTING SLOPE CLG HT. ±7'-11" AFF CLG HT. ±8'-2 1/2" AFF CLG HT. 8'-0" AFF EX . 2 x 8 F . J . @ 16 " O . C . V . I . F . EX. 2x8 F.J. @ 16" O.C. EX. RADIATOR EXISTING W.I.C. EXISTING PORCH EX . 2 x 8 F . J . @ 16 " O . C . V . I . F . EXISTING WOOD STAIR EXISTING WOOD STAIR EXISTING STAIR HALL STAIR VOLUME @ CEILING LINE OF ROOF ABOVE 4 4 4 4 7 7 3 5 5 3 3 3 3 3 3 8 8 2 2 1 1 2 5 13 6 1 1 2 1 1 3 2 1 5 9 13 5 2 14 3 12 5 1 3 3 3 3 16 18 17 13 13 13 13 DM-100 1 1/4"=1'-0" BASEMENT FLOOR - DEMOLITION PLAN OF 11.28.2025 AS INDICATED 0805 DM-100 BASEMENT & FIRST FLOORS - DEMOLITION PLANS NO.DESCRIPTION DATE 42 CATHERINE STREET SARATOGA SPRINGS, NY 12866 SEAL ISSUE DRAWING NO. NO.DATEDESCRIPTION REVISION DRAWN NG CHECKED FA DATE SCALE ONE FAMILY RESIDENTIAL DEMOLITION APPLICATION PLAN NORTH 3 DM-102 2 DM-102 1 DM-102 4 DM-102 DM-100 2 1/4"=1'-0" FIRST FLOOR - DEMOLITION PLAN PLAN NORTH 01 BUILDING DEPARTMENT SARATOGA SPRINGS 12/19/2025 3 DM-102 2 DM-102 1 DM-102 4 DM-102 DN EX. RADIATOR DN EXISTING BEDROOM EXISTING BATHROOM EXISTING BEDROOM EX. CL. EXISTING BEDROOM EXISTING BEDROOM EXISTING SLOPE EX. W.I.C.CLG HT. ±8'-1" AFF EX. 2x4 C.J. CLG HT. ±8'-1 1/2" AFF CLG HT. ±7'-2" AFF CLG HT. ±7'-2" AFF CLG HT. ±8'-1 1/2" AFF EX. CL. EX . RA D I A T O R EX . RA D I A T O R EX. RADIATOR EX . RA D I A T O R EX. 2x4 C.J. EX. 2x6 C.J. @ 16 O.C. V.I.F. EXISTING WOOD STAIR EX. 2x6 C.J. @ 16 O.C. V.I.F. ATTIC HATCH EXISTING ROOF SLOPE EX I S T I N G RO O F SL O P E 4 4 4 4 7 7 1 2 1 2 10 9 2 1 1 2 2 1 1 4 6 5 3 3 5 3 5 3 3 355 5 1 3 3 3 3 3 16 19 11 13 13 13 13 13 EXISTING SLOPE EXISTING SLOPE EXISTING SLOPE EX I S T I N G SL O P E EX I S T I N G SL O P E EX I S T I N G SL O P E EXISTING SLOPE EXISTING SLOPE 11 11 19 19 19 19 19 1.THESE DRAWINGS INDICATE THE EXTENT OF WORK REQUIRED. WORK SHOWN ON ANY DRAWING INVOLVING ANY ONE PARTICULAR TRADE SHALL BE PERFORMED BY THAT PARTICULAR TRADE WHETHER SUCH REQUIRED WORK IS SHOWN ON THE DRAWINGS BELONGING TO THAT CATEGORY OR NOT. 2.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROVISIONS OF AIA GENERAL CONDITIONS A-201 (LATEST EDITION) AND THE AIA STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR, A-701 (LATEST EDITION). 3.THE CONTRACTOR SHALL VERIFY AND BE FAMILIAR WITH THE EXISTING CONDITIONS AS AFFECTED BY THE SCOPE OF WORK TO BE PERFORMED. BY SUBMITTING A BID OR EXECUTING THE CONTRACT, THE CONTRACTOR REPRESENTS THAT HE HAS VISITED THE SITE AND FAMILIARIZED HIMSELF WITH THE LOCAL CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. 4.PLANS AND SPECIFICATIONS ARE COOPERATIVE AND COMPLEMENTARY. ALL LABOR AND MATERIALS REQUIRED TO FULLY CARRY OUT THE INTENTIONS OF THE PLANS AND SPECIFICATIONS ARE PART OF THIS CONTRACT WHETHER OR NOT SPECIFICALLY SHOWN ON THE DOCUMENTS. 5.EACH TRADE IS REQUIRED TO THOROUGHLY EXAMINE THESE DRAWINGS AND INSPECT THE EXISTING CONDITIONS AT THE JOB SITE TO IDENTIFY POTENTIAL PROBLEMS, CONFLICTS, DISCREPANCIES OR INTERFERENCE WITH OTHER TRADES, LOCAL ZONING OR CODE REQUIREMENTS. THE ARCHITECT IS TO BE NOTIFIED IMMEDIATELY IF ANY OF THESE ITEMS ARE DISCOVERED. NO REQUESTS FOR ADDITIONAL FUNDS WILL BE ALLOWED DUE TO IGNORANCE OF EXISTING CONDITIONS, CONFLICTS WITH DRAWING REQUIREMENTS, OR INTERFERENCE WITH THE WORK OF OTHER TRADES. 6.ALL WORK SUCH AS CUTTING, PATCHING, REPAIR WORK, ETC. MUST BE PERFORMED BY TRADES SPECIALIZING IN THAT WORK. SURFACES FROM WHICH EXISTING CONSTRUCTION ITEMS ARE TO BE REMOVED SHALL BE PATCHED AS REQUIRED BY THE NEW WORK TO MATCH ALL ADJACENT, NEW, OR EXISTING SURFACES. 7.ALL OPENINGS, BRACING, FASTENING, POWER REQUIREMENTS, AND OTHER PROVISIONS NECESSARY FOR THE INSTALLATION OF NEW STRUCTURE, PLUMBING, ELECTRICAL, OR OWNER'S OTHER APPARATUS AND EQUIPMENT MUST BE VERIFIED WITH THE SPECIFIC TRADES INVOLVED, THE MANUFACTURER'S SPECIFICATIONS, OR WITH THE OWNER PRIOR TO INSTALLATION, AND MUST BE OF SIZE, LOCATION, CONFIGURATION, ETC. REQUIRED BY EACH OF THE TRADES. 8.CONTRACTORS MUST PERFORM THEIR WORK AT THE OWNER'S CONVENIENCE AND SO AS NOT TO INTERFERE WITH THE OWNER'S SCHEDULE. THE OWNER IS TO BE GIVEN 24 HOUR NOTICE WHEN SHUTDOWN OF ANY SERVICE OR UTILITY IS REQUIRED. 9.ACTIVE PIPES, CONDUITS AND OTHER UTILITIES OF ALL TYPES, WHETHER SHOWN IN THE BID DOCUMENTS OR NOT, MUST BE PROTECTED BY THE CONTRACTOR AT ALL TIMES DURING THE DEMOLITION AND CONSTRUCTION OF THE WORK. EXTREME CARE SHALL BE EXERCISED AT ALL TIMES NOT TO DAMAGE ANY SUCH PIPES AND CONDUITS. WHERE DAMAGE OCCURS, THE CONTRACTOR SHALL IMMEDIATELY REPAIR SUCH DAMAGE IN A MANNER APPROVED BY THE ARCHITECT AND AT NO CHANGE IN CONTRACT PRICE. 10.THE CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS AT THE SITE. NEW WORK MUST BE ADAPTED TO FIT EXISTING CONDITIONS AT NO ADDITIONAL COST TO THE OWNER. MINOR ADJUSTMENTS MAY BE MADE IN ALIGNMENT TO ADJUST FOR EXISTING CONDITIONS. 11.UNLESS SPECIFICALLY OTHERWISE APPROVED BY THE OWNER, ALL PLUMBING AND/OR ELECTRICAL LINES MUST BE KEPT ACTIVE DURING AND/OR AFTER CONSTRUCTION. WHERE THEY INTERFERE WITH THE NEW OR ALTERATION WORK, THEY MUST BE TEMPORARILY RELOCATED DURING CONSTRUCTION AND PERMANENTLY RELOCATED AFTER CONSTRUCTION TO LOCATIONS WHERE THEY WILL NOT BE AFFECTED BY EXTERIOR TEMPERATURES OR AS APPROVED BY THE ARCHITECT AT NO ADDITIONAL COSTS TO THE OWNER. 12.EXISTING OR NEW WORK OR EQUIPMENT DAMAGED BY THE CONTRACTORS OR THEIR AGENTS OR EMPLOYEES MUST BE REPAIRED OR REPLACED AS APPROVED BY THE ARCHITECT OR OWNER, AND AT NO CHANGE IN CONTRACT PRICE. 13.IN ALL LOCATIONS WHERE FILLING IN OF EXISTING OPENINGS IS REQUIRED, THE CONTRACTOR SHALL MATCH THE EXISTING ADJACENT SURFACE AND INTERIOR FINISH IN EVERY RESPECT. IF NEW CODE OR PRACTICE REQUIREMENTS SPECIFY UPGRADED PATCHING AND FINISHING, THAT WORK IS TO BE PERFORMED AS REQUIRED BY CODE OR PRACTICE. IN ALL LOCATIONS WHERE UPDATED EQUIPMENT, DEVICES, OR UNITS ARE REQUIRED BY CODE THE ARCHITECT SHALL BE NOTIFIED AND UPDATED EQUIPMENT SHALL BE REPLACED OR REPAIRED AS REQUIRED TO MEET CODE. 14.DISPOSITION OF ALL EXISTING CONSTRUCTION ITEMS, APPLIANCES, CABINETWORK, MECHANICAL EQUIPMENT, PLUMBING FIXTURES/ ITEMS, ELECTRICAL ITEMS, ETC. WHICH ARE TO BE REMOVED AS PART OF THIS WORK, MUST BE VERIFIED WITH THE OWNER. CONTRACTOR MAY BE REQUIRED TO REMOVE OFF SITE OR RELOCATE OR TURN OVER TO THE OWNER ANY OR ALL SUCH ITEMS. 15.ANY MECHANICAL AND/OR ELECTRICAL APPURTENANCES, ETC., WHICH ARE TO REMAIN ACTIVE MUST BE REMOVED OR RELOCATED IN THEIR ENTIRETY TO SUCH EXTENT AS NOT TO INTERFERE WITH, NOR DESTROY THE DESIGN CONCEPT OF THE NEW WORK. 16.ALL EXISTING PARTITIONS, FLOORS, AND WALLS THAT ARE TO BE CUT INTO OR NOTCHED TO FIT NEW STRUCTURE, CONDUITS, PIPES, HANGERS, ETC. CUTS SHALL BE AS PER CODE, ACCURATE, STRAIGHT AND WHERE REQUIRED TO BE SEALED WITH MORTAR, SEALANT, OR TAPE AND COMPOUND, AND MADE AIRTIGHT. 17.AFTER REMOVAL OF ANY EXISTING CONSTRUCTION, ALL AREAS AFFECTED OR DAMAGED BY THIS REMOVAL WORK SHALL BE MADE LEVEL AND PLUMB AND PATCHED AS REQUIRED TO MATCH ADJACENT EXISTING SURFACES IN ALL RESPECTS. 18.ALL NEW WORK SHALL BE PERFORMED TO CONFORM TO OSHA STANDARDS, THE 2020 NEW YORK STATE RESIDENTIAL BUILDING CODE, 2020 NEW YORK STATE ENERGY CONSERVATION CODE, 2020 NEW YORK STATE EXISTING BUILDING CODE, CITY OF SARATOGA SPRINGS CODES, AND ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. EXISTING BUILDING SHALL COMPLY WITH THE 2020 NEW YORK STATE EXISTING BUILDING AND PROPERTY MAINTENANCE CODE IF/WHERE APPLICABLE. 19.ANY WORK OR MATERIALS CALLED FOR DIFFERENTLY ON THE DRAWINGS AND IN THE SPECIFICATIONS SHALL BE PROVIDED AS SHOWN ON ONE OR THE OTHER AT THE ARCHITECT'S OPTION, AT NO ADDED COST OVER THE ORIGINAL CONTRACT AMOUNT. 20.ALL TRADES MUST BE KNOWLEDGEABLE OF THOSE PROVISIONS OF CURRENT GOVERNING CODES APPLICABLE TO THEIR TRADE AND INCORPORATE THAT KNOWLEDGE IN THEIR WORK ON THIS PROJECT. 21.INFORMATION IS NOT NECESSARILY REPEATED ON PLANS AND SPECIFICATIONS; BOTH ARE APPLICABLE. IN CASE OF CONFLICT, CONSULT ARCHITECT. 22.MATERIALS MAY BE SPECIFIED ON DRAWINGS AS WELL AS IN SPECIFICATIONS. IN CASE OF CONFLICT, CONSULT ARCHITECT FOR DETERMINATION. 23.NOTES APPEAR ON VARIOUS DRAWING SHEETS FOR DIFFERENT SYSTEMS AND CONSTRUCTION MATERIALS. ALL DRAWING SHEETS ARE TO BE REVIEWED AND NOTES ON ANY ONE DRAWING SHEET ARE TO BE APPLIED TO ALL RELATED DRAWINGS AND DETAILS WHERE APPLICABLE. 24.DETAILS NOT SHOWN ARE TO BE SIMILAR IN CHARACTER TO THOSE DETAILS WHERE SPECIFIC DIMENSIONS, DETAILS, OR DESIGN INTENT CANNOT BE DETERMINED DURING THE DESIGN AND CONSTRUCTION DOCUMENT PHASE. CONSULT THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 25.ANY DETAILS, SYSTEMS, MATERIALS, ETC. (ARCHITECTURAL, PLUMBING, ELECTRICAL, ETC.) WHICH ARE PROPOSED TO BE CHANGED BY THE CONTRACTOR MUST BE REVIEWED BY THE ARCHITECT AND APPROVED BY THE OWNER PRIOR TO THE CHANGE BEING MADE AND/OR THE PREPARATION OF SHOP DRAWINGS. SHOP DRAWINGS SHALL BE PROVIDED FOR ALL OFF SITE-CONSTRUCTED OR MANUFACTURED ITEMS TO BE INCORPORATED IN THE NEW WORK. SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION. 26.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND PAY FOR ALL CHARGES AND FEES THEREOF AND SHALL GIVE ALL NOTICES NECESSARY AND INCIDENT TO THE DUE AND LAWFUL PROSECUTION OF THE CONTRACT. 27.COORDINATE ALL WORK WITH ADJACENT AND AFFECTED TRADES. THE CONTRACTOR SHALL PERFORM ALL CUTTING, PATCHING, BOLTING, WELDING, AND FITTING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED OR IMPLIED ON THE DRAWINGS, AND ALL OTHER WORK AS IS REQUIRED TO COMPLETE THE CONSTRUCTION. PATCH AND REPAIR WALLS/FLOORS/SURFACES AS REQUIRED TO MATCH ADJACENT SURFACE AND/OR AS INDICATED ON THE DRAWINGS. 28.ALL DIMENSIONS INDICATED ON DRAWINGS ARE TO FACE OF COMPONENTS: DIMENSIONAL LUMBER, CONCRETE, CONCRETE MASONRY UNITS, ETC. UNLESS OTHERWISE INDICATED. DIMENSIONS MAY BE SLIGHTLY MODIFIED IN ORDER TO ALIGN WITH EXISTING BUILDING OR SITE COMPONENTS. VERIFY WITH ARCHITECT. 29.THE CONTRACTOR SHALL DESIGNATE A PROJECT SUPERINTENDENT FOR ALL COMMUNICATION WITH OWNER AND ARCHITECT. 30.THE CONTRACTOR SHALL GUARANTY THE WORK UNDER HIS CONTRACT FOR A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. SUBSTANTIAL COMPLETION WILL BE DETERMINED BY THE ARCHITECT, BUT GENERALLY IT IS DEFINED AS PROJECT CONSTRUCTION COMPLETION WHEREBY THE NEW OR ALTERED SPACE IS USABLE BY THE OWNER WITH ONLY MINOR ITEMS OR COMPONENTS INCOMPLETE OR REQUIRING REPAIR OR REPLACEMENT. 31.PRODUCT INFORMATION AND MANUFACTURERS' WARRANTIES SHALL BE SUBMITTED TO THE OWNER FOR ALL NEW EQUIPMENT REQUIRED FOR THIS ALTERATION PROJECT. 32.THE CONTRACTOR AND ALL SUB-CONTRACTORS SHALL BE LICENSED IN THE STATE, COUNTY, CITY, TOWN, VILLAGE, OR AREA OF WORK OR AS REQUIRED BY THE LOCAL MUNICIPALITY IN THE AREA OF THE WORK. 33.THE CONTRACTOR SHALL CARRY BUILDER'S ALL RISK INSURANCE TO COVER THE COST OF THE WORK AND ALL COVERAGE AS DEFINED IN THE GENERAL CONDITIONS OR AS REQUIRED BY THE CITY OF SARATOGA SPRINGS WHICHEVER IS GREATER. ARCHITECT AND OWNER (MUNICIPALITY MAY ALSO REQUIRE TO BE NAMED ADDITIONALLY INSURED. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION) SHALL BE NAMED AS ADDITIONALLY INSURED AND BE PRESENTED WITH CERTIFICATES OF INSURANCE AT THE TIME OF THE SIGNING OF THE CONSTRUCTION CONTRACT. 34.INVESTIGATION AND TESTING FOR TERMITE OR OTHER INSECT INFESTATION IS REQUIRED BEFORE THE START OF ANY DEMOLITION AND/OR CONSTRUCTION WORK. INVESTIGATION SHALL BE CONDUCTED BY A CERTIFIED, LICENSED EXTERMINATOR. THE RESULTS OF THE INVESTIGATION SHALL BE MADE AVAILABLE TO THE OWNER FOR ACTION, IF REQUIRED. 35.RADON TESTING IS REQUIRED PER FEDERAL STANDARDS AS DEFINED BY THE ENVIRONMENTAL PROTECTION AGENCY IN THE EARLY STAGES OF THE DEMOLITION AND CONSTRUCTION WORK. THE RESULTS OF THE TESTING SHALL BE MADE AVAILABLE TO THE OWNER FOR ACTION, IF REQUIRED. 36.UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL FOLLOW THE MANUFACTURERS', SUPPLIERS', OR INSTALLERS' INSTRUCTIONS FOR THE PREPARATION OF EXISTING SUBSTRATES WHERE NEW SPECIFIED PRODUCTS OR MATERIALS ARE TO BE INSTALLED OVER THE EXISTING SUBSTRATES. 37.I, FRANK D. AMBROSINO, REGISTERED ARCHITECT, NEW YORK STATE LICENSE #015579, AND CERTIFIED NYS CODE ENFORCEMENT OFFICIAL, #1000717 CERTIFY THAT THESE PLANS AND SPECIFICATIONS, TO THE BEST OF MY KNOWLEDGE, COMPLY WITH THE 2020 NEW YORK STATE RESIDENTIAL BUILDING CODE WITH UNIFORM CODE SUPPLEMENT, IF ANY, 2020 EXISTING BUILDING CODE, AND 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE, WITH SUPPLEMENT, IF ANY, FOR ZONE 5A, SARATOGA COUNTY, WHERE APPLICABLE. GENERAL NOTES:DRAWING LEGEND EXISTING DOOR TO REMOVED EXISTING WALLS/PARTITIONS TO REMAIN EXISTING TO BE REMOVED OR AS NOTED BY KEY NOTE #KEY NOTE TAG KEY NOTES: 1.REMOVE ALL EXISTING INTERIOR WALLS IN DASHED LINES, PATCH AS REQUIRED. 2.REMOVE EXISTING DOORS IN DASHED LINES (TYPICAL). 3.REMOVE ALL EXISTING WINDOWS IN DASHED LINES. 4.G.C. TO PATCH AND REPAIR FLOORS & CEILING WHERE NEEDED TO ACCOMMODATE NEW LAYOUT. 5.EXISTING EXTERIOR WALL TO BE PARTIALLY REMOVED. FLOOR SYSTEM TO BE PROPERLY SHORED UNTIL NEW STRUCTURAL MEMBERS ARE IN PLACE. 6.EXISTING INTERIOR STAIR TO BE REMOVED, PREPARE THE AREA TO RECEIVE NEW FLOOR SYSTEM TO BLOCK THE OPENING, PATCH AREA AS REQUIRED. 7.EXISTING CHIMNEY TO BE REMOVED, OPENING TO BE BLOCKED, PATCH AREA AS REQUIRED. 8.EXISTING KITCHEN COUNTER, SINK AND APPLIANCES TO BE REMOVED, PREPARE THE AREA TO RECEIVE NEW KITCHEN. 9.EXISTING PLUMBING FIXTURES TO BE REMOVED, PLUMBING LINES TO BE CAPPED. PREPARE AREA TO RECEIVE NEW FIXTURES. 10.EXISTING MILLWORK TO BE REMOVED, PATCH AREA AS REQUIRED. 11.EXISTING CHIMNEY TO BE REMOVED. PATCH AREA TO MATCH EXISTING ROOF AND WATERPROOFING. 12.EXTERIOR STAIRS TO BE REMOVED, PATCH AND REPAIR EXTERIOR FACADE FINISH. 13.EXISTING RADIATOR TO BE REMOVED, WATER LINES TO BE CAPPED. PATCH AND REPAIR AS REQUIRED. 14.EXISTING ROOF TO BE REMOVED. 15.EXISTING EXTERIOR WALL TO BE REMOVED. EXISTING FOOTING TO BE PREPARED TO RECEIVED NEW WALL. 16.EXISTING STAIR TO BE REMOVED AND REBUILT.. 17.EXISTING FRONT PORCH TO BE REMOVED AND REBUILT. 18.REMOVE FLAT CEILING. 19.REMOVE ROOFING DOWN TO SHEATHING. PREPARE AREA FOR NEW ROOFING. 20.REMOVE AND REPLACE DECORATIVE LATTICE WORK. 21.REMOVE (2) 330 GA. OIL STORAGE TANKS. 22.REMOVE GAS FIRED H.W. BOILER. 23.REMOVE AND REPLACE ALL EXTERIOR SIDING. OF 11.28.2025 AS INDICATED 0806 DM-101 SECOND FLOOR & ROOF - DEMOLITION PLANS NO.DESCRIPTION DATE 42 CATHERINE STREET SARATOGA SPRINGS, NY 12866 SEAL ISSUE DRAWING NO. NO.DATEDESCRIPTION REVISION DRAWN NG CHECKED FA DATE SCALE ONE FAMILY RESIDENTIAL DEMOLITION APPLICATION DM-101 1 1/4"=1'-0" SECOND FLOOR - DEMOLITION PLAN PLAN NORTH DM-101 2 1/4"=1'-0" ROOF - DEMOLITION PLAN PLAN NORTH 01 BUILDING DEPARTMENT SARATOGA SPRINGS 12/19/2025 3 DM-102 2 DM-102 1 DM-102 4 DM-102 3 DM-102 2 DM-102 1 DM-102 4 DM-102 ±2 7 ' - 5 3 / 4 " T.O. 1ST FL. ±9 ' - 1 " ±8 ' - 1 " B.O. CLG T.O. 2ND FL. LOWER RIDGE ±7 ' - 0 3 / 4 " ±8 ' - 1 " T.O. UNFINISHED BASEMENT FL. HIGHER RIDGE ±3 ' - 3 " EXISTING RUBBLE STONE FOUNDATION WALL 11 11 12 2 25 5 17 17 3 3 3 3 3 19 19 23 23 23 23 3 ±2 7 ' - 5 3 / 4 " T.O. 1ST FL. ±9 ' - 1 " ±8 ' - 1 " B.O. CLG T.O. 2ND FL. LOWER RIDGE ±7 ' - 0 3 / 4 " ±8 ' - 1 " T.O. UNFINISHED BASEMENT FL. HIGHER RIDGE ±3 ' - 3 " EXISTING RUBBLE STONE FOUNDATION WALL EXISTING CMU FOUNDATION WALL EXISTING CURB EXISTING RAMP DOWN 11 11 3 15 14 3553 3535 3 5 3 17 3 3 19 23 23 33 ±2 7 ' - 5 3 / 4 " T.O. 1ST FL. ±9 ' - 1 " ±8 ' - 1 " B.O. CLG T.O. 2ND FL. LOWER RIDGE ±7 ' - 0 3 / 4 " ±8 ' - 1 " T.O. UNFINISHED BASEMENT FL. HIGHER RIDGE ±3 ' - 3 " EXISTING RUBBLE STONE FOUNDATION WALL 11 11 3 15 14 3 35 12 5 35 3 5 17 20 3 3 3 323 19 19 23 3 19 ±2 7 ' - 5 3 / 4 " T.O. 1ST FL. ±9 ' - 1 " ±8 ' - 1 " B.O. CLG T.O. 2ND FL. LOWER RIDGE ±7 ' - 0 3 / 4 " ±8 ' - 1 " T.O. UNFINISHED BASEMENT FL. HIGHER RIDGE ±3 ' - 3 " 11 11 5 533 53 3 3 3 3 2 15 14 5 20 3 3 23 19 KEY NOTES: 1.REMOVE ALL EXISTING INTERIOR WALLS IN DASHED LINES, PATCH AS REQUIRED. 2.REMOVE EXISTING DOORS IN DASHED LINES (TYPICAL). 3.REMOVE ALL EXISTING WINDOWS IN DASHED LINES. 4.G.C. TO PATCH AND REPAIR FLOORS & CEILING WHERE NEEDED TO ACCOMMODATE NEW LAYOUT. 5.EXISTING EXTERIOR WALL TO BE PARTIALLY REMOVED. FLOOR SYSTEM TO BE PROPERLY SHORED UNTIL NEW STRUCTURAL MEMBERS ARE IN PLACE. 6.EXISTING INTERIOR STAIR TO BE REMOVED, PREPARE THE AREA TO RECEIVE NEW FLOOR SYSTEM TO BLOCK THE OPENING, PATCH AREA AS REQUIRED. 7.EXISTING CHIMNEY TO BE REMOVED, OPENING TO BE BLOCKED, PATCH AREA AS REQUIRED. 8.EXISTING KITCHEN COUNTER, SINK AND APPLIANCES TO BE REMOVED, PREPARE THE AREA TO RECEIVE NEW KITCHEN. 9.EXISTING PLUMBING FIXTURES TO BE REMOVED, PLUMBING LINES TO BE CAPPED. PREPARE AREA TO RECEIVE NEW FIXTURES. 10.EXISTING MILLWORK TO BE REMOVED, PATCH AREA AS REQUIRED. 11.EXISTING CHIMNEY TO BE REMOVED. PATCH AREA TO MATCH EXISTING ROOF AND WATERPROOFING. 12.EXTERIOR STAIRS TO BE REMOVED, PATCH AND REPAIR EXTERIOR FACADE FINISH. 13.EXISTING RADIATOR TO BE REMOVED, WATER LINES TO BE CAPPED. PATCH AND REPAIR AS REQUIRED. 14.EXISTING ROOF TO BE REMOVED. 15.EXISTING EXTERIOR WALL TO BE REMOVED. EXISTING FOOTING TO BE PREPARED TO RECEIVED NEW WALL. 16.EXISTING STAIR TO BE REMOVED AND REBUILT.. 17.EXISTING FRONT PORCH TO BE REMOVED AND REBUILT. 18.REMOVE FLAT CEILING. 19.REMOVE ROOFING DOWN TO SHEATHING. PREPARE AREA FOR NEW ROOFING. 20.REMOVE AND REPLACE DECORATIVE LATTICE WORK. 21.REMOVE (2) 330 GA. OIL STORAGE TANKS. 22.REMOVE GAS FIRED H.W. BOILER. 23.REMOVE AND REPLACE ALL EXTERIOR SIDING. DM-102 1 1/4"=1'-0" EXISTING FRONT (NORTH) ELEVATION DM-102 3 1/4"=1'-0" EXISTING REAR (SOUTH) ELEVATION 2 DM-102 4 DM-102 DM-102 2 1/4"=1'-0" EXISTING LEFT (WEST) ELEVATION DM-102 4 1/4"=1'-0" EXISTING RIGHT (EAST) ELEVATION 3 DM-102 1 DM-102 4 DM-102 2 DM-102 1 DM-102 3 DM-102 OF 11.28.2025 AS INDICATED 0807 DM-102 DEMOLITION AT ELEVATIONS NO.DESCRIPTION DATE 42 CATHERINE STREET SARATOGA SPRINGS, NY 12866 SEAL ISSUE DRAWING NO. NO.DATEDESCRIPTION REVISION DRAWN NG CHECKED FA DATE SCALE ONE FAMILY RESIDENTIAL DEMOLITION APPLICATION 01 BUILDING DEPARTMENT SARATOGA SPRINGS 12/19/2025 EXISTING 2 CAR GARAGE EXISTING ROOF OVER HANG CATHERINE STREET EX I S T I N G SL O P E EXISTING ROOF OVER 2 CAR GARAGE CATHERINE STREET EXISTING SLOPE EXISTING CEDAR SIDING EXISTING CEDAR SIDINGEXISTING CEDAR SIDING EXISTING CEDAR SIDING EXISTING METAL FLASHING EXISTING FIBER GLASS ASPHALT SHINGLE DM-103 1 1/4"=1'-0" GARAGE FLOOR PLAN DM-103 2 1/4"=1'-0" GARAGE ROOF PLAN OF 11.28.2025 AS INDICATED 0808 DM-103 GARAGE FLOOR PLAN, ROOF PLAN AND ELEVATIONS NO.DESCRIPTION DATE 42 CATHERINE STREET SARATOGA SPRINGS, NY 12866 SEAL ISSUE DRAWING NO. NO.DATEDESCRIPTION REVISION DRAWN NG CHECKED FA DATE SCALE ONE FAMILY RESIDENTIAL DEMOLITION APPLICATION 01 BUILDING DEPARTMENT SARATOGA SPRINGS 12/19/2025 DM-103 4 1/4"=1'-0" GARAGE RIGHT (WEST) SIDE ELEVATION DM-103 3 1/4"=1'-0" GARAGE FRONT (NORTH) ELEVATION DM-103 5 1/4"=1'-0" GARAGE REAR (SOUTH) ELEVATION DM-103 6 1/4"=1'-0" GARAGE LEFT (EAST) SIDE ELEVATION 5 DM-103 4 DM-103 3 DM-103 6 DM-103 5 DM-103 4 DM-103 3 DM-103 6 DM-103 6 DM-103 4 DM-103 5 DM-103 3 DM-103 6 DM-103 4 DM-103 5 DM-103 3 DM-103 PLAN NORTH PLAN NORTH