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Home My WebLink About20240752 76 Walton Second Floor Addition Page A10SD SD SD SD SD W D SD SD SD SD SD SD W D DNSD SD PL TO DORMER ROOF 3' - 0 1/2" PL TO NEW ROOF 3' - 10 3/4" 10' - 0" PL TO EXTG ROOF 2' - 5 1/4" NE W A D D I T I O N EX I S T I N G T O R E M A I N EXISTING 2-STORY GARAGE EXISTING SHED EXISTING CONCRETE PAD EXISTING PAVEMENT EXISTING REAR YARD RE - S L O P E G R A D E 1 : 2 M A X . EXISTING 2-STORY BUILDING NEW 1-STORY ADDITION NEW 2-STORY ADDITION WALTON STREET RAILROAD ALLEY NEW RETAINING WALLS NEW PATIO 9' - 11 3/4" 9' - 0" 4' - 3 1/4" 2' - 5 1/2" NE W D O R M E R A T R O O F RE-GRADE SOIL AT GRADUAL SLOPE 1:2 MAX UNOCCUPIED SPACE 199 SF MECHANICAL ROOM 20 207 SF PASSAGE 21 194 SF GYM 22 202 SF THEATER 23 49 SF POWDER RM 25 421 SF GAME ROOM 24 NOTE: EXISTING 1ST DWELLING UNIT CONVERTED INTO SINGLE-FAMILY DWELLING 171 SF LOUNGE 16 77 SF OFFICE 17 31 SF POWDER RM 1 18 285 SF LIVING 11203 SF KITCHEN 13 428 SF DINING 12 85 SF PANTRY 14 70 SF ENTRY 1035 SF PASSAGE 1 15 OPEN TO BELOW R303.5.2 EXHAUST AIR SHALL NOT BE DIRECTED AT WALKWAYS TYPE X GWB AT LOCATIONS THAT ARE 1HR FIRE-RATED NOTE: EXISTING 2ND DWELLING UNIT CONVERTED INTO SINGLE-FAMILY DWELLING 12 S F CL 2 28 200 SF PRIMARY BEDROOM 201 114 SF PRIMARY BATHROOM 202 18 SF WC 1 31 114 SF PRIMARY CLOSET 203 161 SF BEDROOM 3 209 66 SF BATHROOM 3 210 145 SF BEDROOM 2 206 24 SF PASSAGE 2 204 12 SF CL 3 205 58 SF BATHROOM 2 20734 SF LAUNDRY RM 208 217 SF HALL 200 NOTE:EXISTING 3RD DWELLING UNIT CONVERTED INTO SINGLE-FAMILY DWELLING HABITABLE SPACE WITH 7'-6" CH: 78 SF MINIMUM ROOM AREA REQUIRED: 70 SF ? ? ? 462 SF GREAT ROOM 212 164 SF BEDROOM 4 213 12 SF CL 4 214 REQUIRED FLOOR AREA OF ROOM ABOVE 5 FT HT: 137 SF 24" X 30" CLR REQUIRED GUARDRAIL MIN. 3'-6" HT, WITHSTAND LOAD OF 200 LBS UNOCCUPIED SPACE UNOCCUPIED SPACE HABITABLE SPACE WITH 7'-6" CH: 20 SF FLOOR AREA ABOVE 5 FT HT: 26 SF 3' - 10 3/4" 4' - 2 3/4" 2' - 5 1/2" HABITABLE SPACE WITH 7'-6" CH: 272 SF FLOOR AREA ABOVE 5 FT HT: 352 SF NOTE:EXISTING UNOCCUPIED ATTIC CONVERTED INTO OCCUPIED HABITABLE SPACE. TABLE 302.1 EXTERIOR WALLS FIRE SEPARATION FROM PROPERTY LINE WALLS PROJECTIONS OPENINGS 0 -5 FT 2 -5 FT 3 -5 FT 1 HOUR FIRE-RATED MIN. 1 HOUR FIRE-RATED MIN. OR FIRE-RETARDANT-TRD WOOD 25% MAXIMUM OF WALL AREA: NON-RATED EXCEPTION: THE FIRE-RESISTANCE RATING SHALL BE PERMITTED TO BE REDUCED TO 0 HOURS ON THE UNDERSIDE OF THE EAVE OVERHANG IF FIREBLOCKING IS PROVIDED FROM THE WALL TOP PLATE TO THE UNDERSIDE OF THE ROOF SHEATHING. R302.2.3 THE FIRE-RESISTANCE-RATED WALL SHALL BE CONTINUOUS FROM THE FOUNDATION TO THE UNDERSIDE OF THE ROOF SHEATHING, DECK OR SLAB. THE FIRE-RESISTANCE RATING SHALL EXTEND THE FULL LENGTH OF THE WALL OR ASSEMBLY, INCLUDING WALL EXTENSIONS THROUGH AND SEPARATING ATTACHED ENCLOSED ACCESSORY STRUCTURES. R310.2.1 BASEMENT: ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQ. FT. 1. GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM CLEAR OPENING OF 5.0 SQ. FT. 2. THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE NOT LESS THAN 24 INCHES 3. THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE NOT LESS THAN 20 INCHES R314.1 SMOKE ALARMS AND HEAT DETECTION SHALL COMPLY WITH NFPA 72 AND SECTION R314. R314.2.1 SMOKE ALARMS SHALL BE PROVIDED IN DWELLING UNITS. R314.2.2 SMOKE ALARMS IN EXISTING BUILDINGS:EXISTING DWELLINGS UNDERGOING REPAIR, ALTERATION, CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY APPENDIX J. R317.1 PROTECTION OF WOOD AND WOOD-BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1. 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHERE CLOSER THAN 18 INCHES (457 MM) OR WOOD GIRDERS WHERE CLOSER THAN 12 INCHES (305 MM) TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. 2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES (203 MM) FROM THE EXPOSED GROUND. 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF LESS THAN 1/2 INCH (12.7 MM) ON TOPS, SIDES AND ENDS. 5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6 INCHES (152 MM) FROM THE GROUND OR LESS THAN 2 INCHES (51 MM) MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER. 6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. 7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING MEMBERS. R317.1.1 FIELD TREATMENT: FIELD-CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE-TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. R317.3 FASTENERS AND CONNECTORS IN CONTACT WITH PRESERVATIVE- TREATED AND FIRE-RETARDANT-TREATED WOOD: FASTENERS, INCLUDING NUTS AND WASHERS, AND CONNECTORS IN CONTACT WITH PRESERVATIVE- TREATED WOOD AND FIRE-RETARDANT-TREATED WOOD SHALL BE IN ACCORDANCE WITH THIS SECTION. THE COATING WEIGHTS FOR ZINC- COATED FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A153. STAINLESS STEEL DRIVEN FASTENERS SHALL BE IN ACCORDANCE WITH THE MATERIAL REQUIREMENTS OF ASTM F1667. R317.3.1 FASTENERS FOR PRESERVATIVE-TREATED WOOD: FASTENERS, INCLUDING NUTS AND WASHERS, FOR PRESERVATIVE-TREATED WOOD SHALL BE OF HOT-DIPPED, ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. STAPLES SHALL BE OF STAINLESS STEEL. COATING TYPES AND WEIGHTS FOR CONNECTORS IN CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL BE IN ACCORDANCE WITH THE CONNECTOR MANUFACTURER’S RECOMMENDATIONS. IN THE ABSENCE OF MANUFACTURER’S RECOMMENDATIONS, NOT LESS THAN ASTM A653 TYPE G185 ZINC-COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED. EXCEPTIONS: 1. 1/2-INCH-DIAMETER (12.7 MM) OR GREATER STEEL BOLTS. 2. FASTENERS OTHER THAN NAILS, STAPLES AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC-COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B695, CLASS 55 MINIMUM. 3. PLAIN CARBON STEEL FASTENERS IN SBX/DOT AND ZINC BORATE PRESERVATIVE-TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT SHALL BE PERMITTED. CONSTRUCTION TYPE: EXISTING: TYPE VB PRIMARY STRUCTURAL FRAME: NON-RATED BEARING WALLS: EXTERIOR:NON-RATED INTERIOR: NON-RATED NON-BEARING WALLS: EXTERIOR:1HR (0-30 FT) INTERIOR:NON-RATED FLOORS:NON-RATED ROOFS:NON-RATED NEW ADDITION:TYPE VB PRIMARY STRUCTURAL FRAME: NON-RATED BEARING WALLS: EXTERIOR:NON-RATED INTERIOR: NON-RATED NON-BEARING WALLS: EXTERIOR:1HR (0-30 FT) INTERIOR:NON-RATED FLOORS:NON-RATED ROOFS:NON-RATED TYPE OF ALTERATION:LEVEL 3 -WORK AREA ENTIRE BUILDING TYPE OF WORK BEING PERFORMED:RENOVATION & ADDITION FIRE-TREATED WOOD: REQUIRED: AT LOCATIONS WITHIN 5 FT OF PROPERTY LINE. SEE FIRE BLOCKING NOTES AND FRAMING PLAN NOTES. SPRINKLERS: NOT REQUIRED, EXCEPTION MONITORED FIRE ALARM SYSTEM FLOOD HAZARD AREA:NO METHOD OF COMPLIANCE: ENERGY CODE: PRESCRIPTIVE ASHRAE 90.1: PRESCRIPTIVE EBC502.1 ALLOWABLE STORY, AREA & HEIGHT EXISTING WITH ADDITION PROVIDED: ALLOWABLE STORIES ALLOWABLE HEIGHT 55 FT 65 FT BASEMENT FIRST FLOOR SECOND FLOOR ATTIC FLOOR TOTAL: EXISTING 1,120 SF 1,128 SF 1,128 SF 0 SF 3,376 SF PROPOSED 485 SF 470 SF 306 SF 515 SF 1,776 SF SUBTOTAL 1,605 SF 1,598 SF 1,434 SF 515 SF 5,152 SF AJ801.3.3 PROVIDE A FIRE ALARM SYSTEM IN COMPLIANCE WITH SECTION R314.7 AND MONITORED BY AN APPROVED SUPERVISING STATION IN ACCORDANCE WITH NFPA 72 THROUGHOUT THE ENTIRE BUILDING. (EXCEPTION #3) AJ901.5 COMPLY WITH FIRE AND LIFE SAFETY PROTECTIONS FOR A HISTORIC BUILDING. SMOKE ALARMS MUST BE INTERCONNECTED AND HARD WIRED. PROVIDE MARBON MONOXIDE ALARMS THROUGHOUT. ARCHITECTURAL GENERAL NOTES: 1. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR SHALL USE CAUTION WHEN SCALING REPRODUCED PLANS. IN THE CASE OF A CONFLICT BETWEEN THIS PLAN SET AND ANY OTHER DRAWING, DETAIL, OR SPECIFICATION THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY FOR CLARIFICATION. 2. ALL CONSTRUCTION IS TO COMPLY TO RESIDENTIAL CODE (2020) & LOCAL CODES. NEW YORK STATE 2020 UNIFORM CODE SUPPLEMENT. 3. ALL DIMENSIONS FROM EXT. SHEATHING TO FINISHED DRYWALL 4. CONC. CONTRACTOR TO BE RESPONSIBLE FOR ALL CONC. CUTTING & REMOVAL. 5. THE CONTRACTOR SHALL VERIFY EXISTING AND FIELD CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR REQUIRED MODIFICATIONS PRIOR TO COMMENCING INSTALLATION OF EQUIPMENT AND ASSOCIATED WORK. 6. PROVIDE DOUBLE STUDS AT JAMBS OF ALL DOORS, WINDOWS AND SIMILAR OPENINGS. 7. ADJACENT AREAS AND/OR PORTIONS OF THE WORK AREA ARE OWNER OCCUPIED AND OPERATE FULL TIMES TWENTY FOUR (24) HOURS A DAY AND SEVEN (7) DAYS A WEEK. THE WORK SHALL BE COORDINATED TO ALLOW OWNER ACCESS ADJACENT TO AND AROUND THE PROJECT SPECIFIC AREAS AT ALL TIMES UNLESS SPECIFICALLY PERMITTED IN ADVANCE BY THE OWNER. 8. SPECIAL PROTECTION AND SEPARATION IS REQUIRED FOR WORK ADJACENT TO OCCUPIED SPACES. AIR BARRIERS, AIR SEPARATION, AND OTHER PROTECTION SHALL BE REQUIRED TO SEPARATE WORK FROM ALL OWNER OCCUPIED AREAS. PROTECTION SHALL BE REQUIRED TO RESIST IMPACT BY OWNER TRAFFIC; CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING IMPACT REQUIREMENTS WITH OWNER'S REPRESENTATIVE. ALL PROTECTION SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE OWNER AND ARCHITECT. 9. SPECIAL NOISE CONTROL AND/OR LIMITED HOURS FOR WORK REQUIRING NOISE AND/OR VIBRATION SHALL BE REQUIRED FOR WORK IN, ADJACENT TO AND ABOVE OR BELOW OCCUPIED SPACES, INCLUDING BUT NOT LIMITED TO ANY WORK THAT MAY TRANSMIT SOUND OR VIBRATION TO OWNER OCCUPIED SPACES. ALL SCHEDULING FOR WORK PRODUCING NOISE SHALL BE SUBJECT TO APPROVAL BY THE OWNER. 10. PROVIDE 1/2 INCH GYPSUM WALL BOARD ON INTERIOR WALLS AND CEILINGS. 11. PROVIDE 1/2 INCH TYPE-X FIRERATED GYPSUM BOARD ON INSIDE OF FIRE-RATED EXTERIOR WALLS. 12. PROVIDE 1/2 INCH WATER RESISTANT GYPSUM BOARD AROUND TUBS, SHOWERS AND WHIRLPOOLS. 13. GRADE MUST DROP 6 INCHES THE FIRST 10 FEET OF GRADE FROM HOUSE FOUNDATION FIRE BLOCKING NOTES: 1. PROVIDE FIREBLOCKING AT ALL LOCATIONS REQUIRED BY CODE SECTION 602.8. 2. FIREBLOCK SECOND FLOOR JOISTS SO THAT NO HORIZONTAL RUN EXCEED 20'-0" TYPICAL. 3. FIREBLOCK STAIRWELL ALONG STRINGERS. 4. FIREBLOCK WALLS WHERE THE VERTICAL CONCEALED SPACE EXCEEDS 8 FEET VERTICALLY. VERTICAL CONCEALED SPACES ARE NOT TO EXCEED 8 FEET VERTICALLY TYPICAL. 5. FIREBLOCK ALL WALLS WHERE A SOFFIT IS CONSTRUCTED AT THE SOFFIT LEVEL. 6. FIREBLOCK AT BEARING WALL AND GIRDER LOCATION. R308 SAFETY GLAZING NOTES: 1. GLAZING REQUIRED IN SIDE-HINGED DOORS EXCEPT JALOUSIES. 2. GLAZING REQUIRED IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING REQUIRED IN STORM DOORS. 4. GLAZING REQUIRED IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING REQUIRED IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE MEASURES VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: A. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. B. BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. C. TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. D. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE A WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS, SHOWERS, BATHTUBS AND SPAS WHERE THE BOTTOM EDGE OF THE POOL OR SPA SIDE IS LESS THAN 60 INCHES ABOVE A WALKING SURFACE AND WITHIN 60 INCHES HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD. WOOD PROTECTION NOTES: 1. PROTECTION OF WOOD AND WOOD-BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE- TREATED IN ACCORDANCE WITH AWPA U1. A. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHERE CLOSER THAN 18 INCHES (457 MM) OR WOOD GIRDERS WHERE CLOSER THAN 12 INCHES (305 MM) TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. B. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES (203 MM) FROM THE EXPOSED GROUND. C. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. D. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF LESS THAN 1/2 INCH (12.7 MM) ON TOPS, SIDES AND ENDS. E. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6 INCHES (152 MM) FROM THE GROUND OR LESS THAN 2 INCHES (51 MM) MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER. F. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE- PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. G. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING MEMBERS. EBC901.2 & EBC801.3 ALTERATIONS LEVEL 2 COMPLIANCE NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE. EXCEPTIONS: 1. WHERE WINDOWS ARE ADDED THEY ARE NOT REQUIRED TO COMPLY WITH THE LIGHT AND VENTILATION REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE. 2. NEWLY INSTALLED ELECTRICAL EQUIPMENT SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 807. 3. THE LENGTH OF DEAD-END CORRIDORS IN NEWLY CONSTRUCTED SPACES SHALL ONLY BE REQUIRED TO COMPLY WITH THE PROVISIONS OF SECTION 805.6. 4. THE MINIMUM CEILING HEIGHT OF THE NEWLY CREATED HABITABLE AND OCCUPIABLE SPACES AND CORRIDORS SHALL BE 7 FEET (2134 MM). EBC1501.2 STORAGE AND PLACEMENT. CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE STORED AND PLACED SO AS NOT TO ENDANGER THE PUBLIC, THE WORKERS OR ADJOINING PROPERTY FOR THE DURATION OF THE CONSTRUCTION PROJECT. APPS EBC1501.3 ALTERATIONS, REPAIRS AND ADDITIONS. REQUIRED EXITS, EXISTING STRUCTURAL ELEMENTS, FIRE PROTECTION DEVICES AND SANITARY SAFEGUARDS SHALL BE MAINTAINED AT ALL TIMES DURING ALTERATIONS, REPAIRS OR ADDITIONS TO ANY BUILDING OR STRUCTURE. EBC1501.4 MANNER OF REMOVAL. WASTE MATERIALS SHALL BE REMOVED IN A MANNER THAT PREVENTS INJURY OR DAMAGE TO PERSONS, ADJOINING PROPERTIES AND PUBLIC RIGHTS-OF-WAY. APPS EBC1501.5 FIRE SAFETY DURING CONSTRUCTION. FIRE SAFETY DURING CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE AND THE APPLICABLE PROVISIONS OF CHAPTER 33 OF THE FIRE CODE OF NEW YORK STATE. MECHANICAL GENERAL NOTES: 1. ALL MATERIALS AND EQUIPMENT SUPPLIED SHALL BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS AND AS PER LOCAL CODES AND REQUIREMENTS. 2. FINAL LOCATION OF EQUIPMENT SHALL BE VERIFIED BY CONTRACTOR AND SUBCONTRACTORS. 3. ALL DUCT WORK IN SPACE SHALL BE SEALED WITH APPROVED TAPES OR SEALANTS. SUPPLY DUCTS SHALL BE INSULATED TO R-8. ALL OTHER DUCTS TO BE INSULATED TO R-6. DUCT TIGHTNESS SHALL BE VERIFIED BY A DUCT PRESSURIZATION TEST. 4. HVAC CONTRACTOR TO VERIFY NEW FURNITURE LOCATIONS WITH OWNER. 5. ALL BATHROOMS SHALL BE PROVIDED WITH 3 SQUARE FEET OF GLAZED AREA, HALF OF WHICH MUST BE OPENABLE UNLESS ARTIFICIAL LIGHT AND INTERMITTENT MECHANICAL VENTILATION (50 CFM) TO OUTSIDE OR 20 CFM OF CONTINUOUS VENTILATION IS PROVIDED. 6. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR EACH 90-DEGREE BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 7. GAS CLOTHES DRYER EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKEUP AIR. WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQUARE INCHES FOR MAKEUP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE. 8. CLOTHES WASHER DRAIN MUST BE 2 INCH DIAMETER AND CONNECT TO A 3 INCH DIAMETER DRAIN MINIMUM. 9. APPLIANCE ACCESS -APPLIANCE SHALL BE ACCESSIBLE FOR INSPECTION. SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION. THIRTY INCHES OF WORKING SPACE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. APPLIANCE HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS NOT LESS THAN 18" ABOVE THE FLOOR IN GARAGES. ELECTRICAL GENERAL NOTES: 1. ALL ELECTRICAL WORK IS TO COMPLY TO THE NATIONAL ELECTRICAL CODE. 2. ALL RECESS LIGHTS INSTALLED IN A THERMAL BARRIER SHALL BE RATED FOR INSULATED CEILINGS (IC) AND BE OF THE AIR TIGHT TYPE WITH SEALING GASKET. 3. INSTALL 110V HARD-WIRED INTERCONNECTED SMOKE DETECTORS THRU-OUT THE RESIDENCE PER CODE. 4. ELECTRICAL SERVICE SHALL CONTAIN AN EXTERIOR DISCONNECT WHERE THE INTERIOR SERVICE ENTRANCE CONDUCTORS EXCEED 6 FT IN LENGTH. 5. SEE EQUIPMENT AND DEVICE MOUNTING HEIGHT DIAGRAM TO REFERENCE DEVICE MOUNTING HEIGHTS, TYPICAL UNLESS OTHERWISE NOTED. 6. WHERE EXISTING OR SPECIAL CONDITIONS PREVENT THE INSTALLATION OF DEVICES AT APPROPRIATE HEIGHTS, THE CONTRACTOR SHALL VERIFY HEIGHTS WITH THE OWNER ON SITE. 7. PROVIDE CONTINUOUS BLOCKING CONCEALED WITHIN PARTITION AND WALL CONSTRUCTION AS REQUIRED TO PROPERLY SECURE AND ANCHOR ANY AND ALL WALL MOUNTED EQUIPMENT, FURNISHINGS, DEVICES, ETC. 8. WHERE SWITCHES, RECEPTACLES, THERMOSTATS, ETC. ARE INDICATED ON WALLS IN PROXIMITY TO ONE ANOTHER, ALIGN VERTICALLY UNLESS NOTED OTHERWISE. 9. WHERE SWITCHES, RECEPTACLES, THERMOSTATS, ETC. ARE LOCATED ADJACENT TO DOOR FRAMES, LOCATE THE NEAR FACE OF THE DEVICE BOX 6" FROM FINISH CASING OF DOOR FRAME, UNLESS OTHERWISE NOTED. 10. WHERE RECEPTACLES ARE SHOWN ADJACENT TO ROOM CORNERS, LOCATE HORIZONTALLY 2'-0" FROM CORNER TO CENTER OF DEVICE BOX. 11. WHERE RECEPTACLES ARE SHOWN NEAR WALL CENTER, CENTER ON WALL. 12. COORDINATE LOCATIONS OF OUTLETS, FIXTURES, SWITCHES, SMOKE DETECTORS, CARBON MONOXIDE DETECTORS, AND ALL OTHER DEVICES WITH OWNER PRIOR TO INSTALLATION. 13. PROVIDE SMOKE DETECTORS: A. AT EACH SLEEPING ROOM. B. OUTSIDE EACH SEPARATE SLEEPING AREA. C. ON EACH ADDITIONAL STORY OF THE DWELLING INCLUDING BASEMENT 14. R303.7 PROVIDE STAIRWAY ILLUMINATION WHERE ELECTRICAL POWER IS PRESENT: A. EACH INTERIOR STAIRWAY MUST BE PROVIDED WITH A MEANS OF ILLUMINATION CAPABLE OF PROVIDING AT LEAST 1 FOOT- CANDLE OF ILLUMINATION AT EACH LANDING OR AT AN INTERMEDIATE POINT BETWEEN THE LANDINGS. B. EXTERIOR STAIRWAYS MUST BE EQUIPPED WITH ARTIFICIAL ILLUMINATION AT THE TOP LANDING. C. EXTERIOR STAIRWAYS ACCESSING BASEMENTS SHALL BE EQUIPPED WITH ARTIFICIAL ILLUMINATION AT THE BASE LANDING. UTILITY GENERAL NOTES: 1. THE CONTRACTOR SHALL TAKE CARE TO NOT DAMAGE EXISTING UTILITIES. ANY DAMAGED UTILITIES SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 2. THE CONTRACTOR SHALL MAINTAIN FLOWS FOR ALL EXISTING UTILITIES. 3. ALL UTILITY LOCATIONS, EXISTING SEWERS, WATER, TELEPHONE, GAS ETC. MUST BE LOCATED PRIOR TO ANY CONSTRUCTION. ELEVATIONS MUST BE VERIFIED PRIOR TO CONSTRUCTION. REMOVAL & DEMOLITION GENERAL NOTES: 1. PRIOR TO COMMENCING WORK THE CONTRACTOR SHALL VERIFY AND STAKE THE LOCATIONS OF ALL UNDERGROUND UTILITIES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE A LOCATING SERVICE TO VERIFY UNDERGROUND UTILITY LOCATIONS. 2. CONTRACTOR SHALL VERIFY THE FOLLOWING: FIELD MEASUREMENTS, FIELD CONSTRUCTION CRITERIA, CATALOGUE NUMBERS, AND SIMILAR DATA. 3. CONTRACTOR SHALL OBTAIN AND COMPLY WITH ALL NECESSARY APPROVALS, PERMITS, INSPECTIONS AND CERTIFICATIONS PRIOR TO AND DURING THE COURSE OF CONSTRUCTION. 4. CONTRACTOR IS RESPONSIBLE TO REPAIR OR REPLACE ALL ITEMS DAMAGED OUTSIDE OF CONSTRUCTION LIMITS, OR ANY ITEMS DISTURBED ON THE SITE WHICH ARE NOT PART OF THE IDENTIFIED WORK OF THIS CONTRACT. 5. CONTRACTOR SHALL PROVIDE PROPER SIGNS, BARRICADES, FENCES, TO PROTECT THE WORK, PROPERTY, EQUIPMENT AND PERSONS FROM DAMAGE DURING ALL PHASES OF CONSTRUCTION. 6. DO NOT DRIVE VEHICLES, STORE EQUIPMENT, SPILL LIQUIDS OR STORE CHEMICALS ON THE SITE. CONTRACTOR IS RESPONSIBLE FOR DAMAGE OUTSIDE THE CONSTRUCTION LIMIT LINE AND WITHIN PROTECTION AREAS. 7. CONTRACTOR SHALL STRIP, STORE, AND REUSE ALL TOPSOIL FROM AREAS TO BE PAVED OR RE-GRADED. PROVIDE SEDIMENT CONTROL FENCE AROUND BASE OF TOPSOIL STOCKPILE. 8. IN AREAS WHERE PLANT MATERIAL IS PROPOSED ON AREAS OF EXISTING PAVEMENT, EXCAVATE EXISTING SOIL TO A DEPTH OF 30" AND REPLACE WITH APPROVED TOPSOIL, COORDINATE WITH PLANTING PLAN. 9. ALL EXISTING MATERIAL TO BE SALVAGED SHALL BE VERIFIED BY THE OWNER'S REPRESENTATIVE AND REMOVED AND STORED BY CONTRACTOR IN A LOCATION COORDINATED WITH OWNER. CONTRACTOR SHALL COMPENSATE OWNER FOR ANY DAMAGE TO SALVAGED MATERIALS THAT OCCURS DURING REMOVAL, STORAGE OR REINSTALLATION. 10. ALL EXISTING UTILITIES TO REMAIN, UNLESS OTHERWISE NOTED. 11. WHEN PRACTICAL ALL SAW-CUTS INTO EXISTING CONCRETE SHALL OCCUR AT EXISTING CONSTRUCTION OR EXPANSION JOINTS. 12. REMOVE CONSTRUCTION AS REQUIRED FOR PROPER INSTALLATION OF NEW OPENING AND TO PROPERLY RECEIVE NEW CONSTRUCTION. 13. REMOVE WALL MOUNTED ELECTRICAL RACEWAY, DEVICES, CABLING AND MOUNTING AND ANCHORAGES COMPLETE. CLEAN, PATCH AND REPAIR REMAINING WALL SURFACES AS REQUIRED TO PROVIDE A SMOOTH SURFACE READY TO RECEIVE PAINT. 14. COORDINATE EXACT EXTENT OF ALL REMOVALS AND MODIFICATIONS WITH REQUIREMENTS OF NEW CONSTRUCTION. DIMENSIONED REMOVALS ARE FOR GENERAL INFORMATION PURPOSES ONLY. REFER TO PLANS AND DETAILS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 15. ALL REMAINING WALL, FLOOR, CEILING AND ANY AND ALL OTHER EXISTING CONSTRUCTION DAMAGED DURING REMOVALS ARE TO BE REPAIRED SUCH THAT REMAINING SURFACES ARE SMOOTH AND FLUSH WITH SURROUNDING MATERIALS AND READY FOR APPLICATION OF REQUIRED FINISHES. PROVIDE NEW MATERIALS TO MATCH EXISTING ADJACENT MATERIALS AND FINISHES AS REQUIRED TO MATCH EXISTING CONSTRUCTION. 16. REMOVE ALL DISCONTINUED OR NON-FUNCTIONING WIRE, TELEPHONE AND DATA COMMUNICATIONS CABLING COMPLETE. 17. CONTRACTOR IS RESPONSIBLE TO MEET ALL OSHA REGULATIONS AND BUILDING CODE REQUIREMENTS FOR THE REMOVAL OF EXISTING BUILDINGS AND SELECTIVE DEMOLITION OF BUILDING COMPONENTS. CODE NOTES GENERAL NOTES GROSS BUILDING AREACODE CLASSIFICATIONS Scale Project number Date devon telberg, aia 665 Saratoga Rd Wilton, NY 12831 t (518) 212-7778 e devon@telbergstudio.com P R O G R E S S -N O T F O R C O N S T R U C T I O N 3/ 1 3 / 2 0 2 5 6 : 4 8 : 5 4 P M As indicated A010 Site Plan & Code Schedule 2404 The Bergman Residence 3/13/2025 76 Walton St. Saratoga Springs, NY 12866 76 Walton St Addition & Renovation No. Description Date 1/8" = 1'-0"1 Site Plan Garage Doors No less than 0.40 ECCNYS Table R402.5.2 Swinging Doors No less than 0.20 ECCNYS Table R402.5.2 Sliding Doors No less than 0.20 ECCNYS Table R402.5.2 Windows No less than 0.20 ECCNYS Table R402.5.2 Air Barrier No less than 0.004 ECCNYS R402.5.1.2.1 Air Leakage - Thermal Envelope Air Permeability - cfm/ft2 PF > or equal 0.5 0.61 ECCNYS Table R402.1.4 0.2 < or equal PF < 0.5 0.46 ECCNYS Table R402.1.4 SHGC - PF < 0.2 0.38 0.35 ECCNYS Table R402.1.4 Glazed Fenestration SHGC ECCNYS Table R402.1.4 Fenestration U-Factor Fixed Operable Entrance Doors U-0.38 U-0.45 U-0.77 U-0.55 ECCNYS Table R402.1.4 Fenestration Requirements Crawl Space Wall R-Value R-15/19 R-15 ECCNYS Table R402.1.2 Slab R-Value & Depth R-10 & 2 ft R-15 & 2 FT ECCNYS Table R402.1.2 Basement Wall R-Value R-15/19 R15 ECCNYS Table R402.1.2 Floor R-Value R-30 N/A ECCNYS Table R402.1.2 Mass Wall R-Value R-15/17 R-15 Wood Frame Wall R-Value R-20 or 13+5 R-21 ECCNYS Table R402.1.2 Ceiling R-Value (Without Attics) R-38 R-38 ECCNYS Table R402.2.2 Opaque Thermal Envelope Requirements C4 Commercial Energy Efficiency Required Provided Reference Degree Days 7244 Zone 14A Climate Zone Saratoga County 5A ECCNYS Table R301.1 C3 General Requirements Reference 2020 Energy Conservation Code of New York State ECCNYS 2020 Existing Building Code of New York State EBCNYS 2020 Building Code of New York State BCNYS Applicable Codes Energy Code Information Reference 1/8" = 1'-0"2 Basement Life Safety Plan 1/8" = 1'-0"3 First Floor Life Safety Plan 1/8" = 1'-0"4 Second Floor Life Safety Plan 1/8" = 1'-0"5 Attic Life Safety Plan