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Home My WebLink About20240752 76 Walton Addition Final PlansScale Project number Date devon telberg, aia 388 Greenway Albany, NY 12208 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 9/ 2 2 / 2 0 2 6 4 : 3 2 : 0 0 P M A000 Cover Sheet 2404 The Bergman Residence 5/27/26 76 Walton St. Saratoga Springs, NY 12866 76 Walton St Addition & Renovation LEVEL 3 ALTERATION RENOVATION AND 2-STORY ADDITION AT 76 WALTON DR. SARATOGA SPRINGS, NY 12866 BERGMAN RESIDENCE Sheet Number Sheet Name Current Revision Date A000 Cover Sheet 8/11/24 A010 Site Plan & Code Schedule 8/11/24 A100 Basement Framing & Foundation Plan 8/11/24 A101 First Floor Framing & Proposed Plan 8/11/24 A102 Second Floor Framing & Proposed Plan 8/11/24 A103 Attic Framing & Proposed Plan 8/11/24 A104 Roof Removal, Framing and Proposed Plan 8/11/24 A200 Exterior Elevations 8/11/24 A300 Overall Building Sections Checker A301 Building Sections at Addition 8/11/24 A302 Building Section and Details at Addition 8/11/24 A303 Sections at Stairs & Egress 8/11/24 A400 Reflected Ceiling Plans & Electrical Checker A500 Exterior Wall Details AD100 Demolition Plans & Notes Checker AD101 Demolition Plans Checker CS01 Alternative 2nd Floor Plan with Historic Elements Checker SD200 Elevations 8/11/24 No. Description Date Issued for Design Review Board 5/1/26 DN WD DN SD SD SD SD DN DN RE F . SDSD SD SD UP W REF. DN SD SD SD DN REF. SD SD SD 10' - 0" 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 EXISTING 2- STORY BUILDING NEW 1-STORY ADDITION WALTON STREET RAILROAD ALLEY NEW RETAINING WALLS NEW PATIO 15' - 7 1/4" RE-GRADE SOIL AT GRADUAL SLOPE 1:2 MAX 6' - 9 1/4" FENCE 147 SF MECH/ LAUNDRY ROOM 20 171 SF PASSAGE 21 226 SF BEDROOM 23 210 SF PLAYROOM 24 44 SF BATHRM 22 321 SF FAMILY ROOM 2515 SF CL 25A UNOCCUPIED SPACE UNDER STAIR 47 SF CL 23A NEW EGRESS WINDOW NEW EGRESS WINDOW WELL PR O P E R T Y L I N E 2' - 8" 3' - 11" 3' - 0" 4' - 6 " 170 SF BEDROOM 16 153 SF DINING 17 272 SF KITCHEN 13 367 SF LIVING 12 157 SF BEDROOM 14 71 SF ENTRY 10 R303.5.2 EXHAUST AIR SHALL NOT BE DIRECTED AT WALKWAYS 77 SF BATHRM 10P 41 SF HALL 10Q 7 SF CL 10R 2ND DWELLING UNIT PATH OF EGRESS R705.5 NON LOAD- BEARING WALL: FIRE SEPARATION DISTANCE = NON-RATED EXISTING NONCONFORMING STAIRS PERMITTED TO REMAIN IN ACCORDANCE WITH THE EXISTING BUILDING CODE, NO UNSAFE CONDITIONS EXIST. GUARDRAIL MIN. 3'-6" HT, WITHSTAND LOAD OF 200 LBS 169 SF LIVING 10S 248 SF KITCHEN 10U 137 SF PRIME BEDRM 10H R420.3 FLOOR ASSEMBLY: 1 HR FIRE-RATED DECK 1 HR FIRE-RATED PARTITIONS AT FLOOR OPENINGS, TYP. HABITABLE SPACE WITH 7'-6" CH: 78 SF MINIMUM ROOM AREA REQUIRED: 70 SF PROVIDED: 76 SF 142 SF BEDROOM 3 32 165 SF BEDROOM 2 33 11 SF CL 4 33A REQUIRED FLOOR AREA OF ROOM ABOVE 5 FT HT: 135 SF UNOCCUPIED SPACE UNOCCUPIED SPACE HABITABLE SPACE WITH 7'-6" CH: 263 SF FLOOR AREA ABOVE 5 FT HT: 340 SF NOTE:EXISTING UNOCCUPIED ATTIC CONVERTED INTO OCCUPIED HABITABLE SPACE. LEVEL TO BE SPRINKLERED BY DELEGATED DESIGN.. R310 ATTIC SLEEPING ROOMS SHALL BE PROVIDED WITH EMERGENCY ESCAPE AND RESCUE OPENINGS. OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQ FT, MINIMUM CLEAR WIDTH OF 20 IN, MINIMUM CLEAR HEIGHT OF 24 IN, AND SILL HEIGHT NOT MORE THAN 44 IN ABOVE THE FLOOR. 2' - 4 " 2' - 0" EGRESS WIDTH 42 SF BATHRM 31156 SF HALL 30 TYPICAL WALLS: EXISTING 2X4 FRAMING LIMITS CAVITY INSULATION DEPTH. MAXIMUM FEASIBLE INSULATION WITHIN EXISTING CAVITY TABLE 302.1 EXTERIOR WALLS FIRE SEPARATION FROM PROPERTY LINE WALLS PROJECTIONS OPENINGS <5 FT < 5 FT <5 FT 0 HOUR FIRE-RATED MIN. 0 HOUR FIRE-RATED MIN. UNLIMITED MAXIMUM OF WALL AREA: NON- RATED 1. FIRE-RESISTANCE CONTINUITY A. FIRE-RESISTANCE-RATED WALL ASSEMBLIES SHALL BE CONTINUOUS FROM FOUNDATION TO UNDERSIDE OF ROOF SHEATHING, ROOF DECK, OR FLOOR/CEILING ASSEMBLY ABOVE, AND EXTEND FULL LENGTH OF WALL, INCLUDING THROUGH ATTACHED ACCESSORY STRUCTURES. B. EXCEPTION: FIRE-RESISTANCE RATING AT UNDERSIDE OF EAVE OVERHANG PERMITTED TO BE 0 HOURS WHERE APPROVED FIREBLOCKING IS INSTALLED FROM WALL TOP PLATE TO UNDERSIDE OF ROOF SHEATHING. 2. EMERGENCY ESCAPE AND RESCUE OPENINGS A. PROVIDE EMERGENCY ESCAPE AND RESCUE OPENINGS IN ACCORDANCE WITH CODE: a. MINIMUM NET CLEAR OPENING: 5.7 SQ. FT. b. GRADE FLOOR OPENINGS: 5.0 SQ. FT. MIN. c. MINIMUM CLEAR HEIGHT: 24 INCHES d. MINIMUM CLEAR WIDTH: 20 INCHES 3. SMOKE ALARMS A. INSTALL SMOKE ALARMS IN ACCORDANCE WITH NFPA 72 AND APPLICABLE CODE SECTIONS. B. PROVIDE SMOKE ALARMS IN ALL DWELLING UNITS. C. EXISTING DWELLINGS UNDERGOING ALTERATION, REPAIR, ADDITION, OR CHANGE OF OCCUPANCY SHALL BE PROVIDED WITH SMOKE ALARMS PER APPENDIX J. 4. PROTECTION OF WOOD FROM DECAY A. PROVIDE NATURALLY DURABLE OR PRESERVATIVE-TREATED WOOD IN ACCORDANCE WITH AWPA U1 AT THE FOLLOWING LOCATIONS: a. WOOD JOISTS <18" TO GROUND; GIRDERS <12" TO GROUND IN CRAWL SPACES. b. WOOD FRAMING ON FOUNDATION WALLS <8" FROM EXPOSED GROUND. c. SILLS/SLEEPERS ON SLABS IN CONTACT WITH GROUND UNLESS SEPARATED BY MOISTURE BARRIER. d. ENDS OF GIRDERS EMBEDDED IN MASONRY/CONCRETE WITH <1/2" CLEARANCE. e. EXTERIOR WOOD SIDING/SHEATHING/FRAMING <6" TO GRADE OR <2" TO PAVED SURFACES. f. WOOD SUPPORTING MOISTURE-PERMEABLE FLOORS/ROOFS EXPOSED TO WEATHER WITHOUT MOISTURE BARRIER. g. WOOD FURRING/FRAMING ON INTERIOR OF BELOW-GRADE MASONRY/CONCRETE WALLS WITHOUT VAPOR RETARDER. 5. FIELD TREATMENT OF WOOD A. FIELD-CUT ENDS, NOTCHES, AND DRILLED HOLES OF TREATED WOOD SHALL BE FIELD- TREATED PER AWPA M4. 6. FASTENERS AND CONNECTORS A. FASTENERS AND CONNECTORS IN CONTACT WITH PRESERVATIVE-TREATED OR FIRE- RETARDANT-TREATED WOOD SHALL COMPLY WITH APPLICABLE STANDARDS. B. PROVIDE HOT-DIPPED GALVANIZED, STAINLESS STEEL, SILICON BRONZE, OR COPPER FASTENERS; STAPLES SHALL BE STAINLESS STEEL. C. ZINC-COATED FASTENERS SHALL COMPLY WITH ASTM A153; STAINLESS STEEL FASTENERS WITH ASTM F1667. D. CONNECTORS: PROVIDE MINIMUM ASTM A653 G185 GALVANIZED WHERE MANUFACTURER REQUIREMENTS ARE NOT SPECIFIED. E. EXCEPTIONS: a. 1/2" DIAMETER OR LARGER STEEL BOLTS. b. MECHANICALLY DEPOSITED ZINC-COATED FASTENERS PER ASTM B695, CLASS 55 MINIMUM. c. PLAIN CARBON STEEL FASTENERS PERMITTED IN SBX/DOT OR ZINC BORATE-TREATED WOOD IN INTERIOR DRY CONDITIONS. 7. FIRE ALARM SYSTEM A. PROVIDE FIRE ALARM SYSTEM IN ACCORDANCE WITH SECTION R314.7. B. SYSTEM SHALL BE MONITORED BY AN APPROVED SUPERVISING STATION IN ACCORDANCE WITH NFPA 72 THROUGHOUT THE BUILDING. C. PROVIDE SYSTEM IN ACCORDANCE WITH APPENDIX J REQUIREMENTS WHERE APPLICABLE. 8. HISTORIC BUILDING –FIRE AND LIFE SAFETY A. COMPLY WITH FIRE AND LIFE SAFETY REQUIREMENTS FOR HISTORIC BUILDINGS. B. PROVIDE HARD-WIRED, INTERCONNECTED SMOKE ALARMS THROUGHOUT. C. PROVIDE CARBON MONOXIDE ALARMS THROUGHOUT DWELLING UNITS. 9. ALTERATIONS –LEVEL 2 COMPLIANCE A. WORK CLASSIFIED AS LEVEL 2 ALTERATION SHALL COMPLY WITH NEW YORK STATE EXISTING BUILDING CODE 2025. B. NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES SHALL COMPLY WITH NEW YORK STATE BUILDING CODE 2025. C. EXCEPTIONS: a. NEWLY INSTALLED WINDOWS ARE NOT REQUIRED TO COMPLY WITH LIGHT AND VENTILATION REQUIREMENTS. b. NEWLY INSTALLED ELECTRICAL EQUIPMENT SHALL COMPLY WITH SECTION 807. c. DEAD-END CORRIDORS IN NEW SPACES SHALL COMPLY WITH SECTION 805.6 ONLY. d. MINIMUM CEILING HEIGHT FOR NEWLY CREATED HABITABLE/OCCUPIABLE SPACES AND CORRIDORS: 7'-0" MIN. 10. CONSTRUCTION SAFETY –GENERAL A. STORE AND PLACE CONSTRUCTION MATERIALS AND EQUIPMENT TO PREVENT HAZARD TO PUBLIC, WORKERS, AND ADJACENT PROPERTY. B. MAINTAIN REQUIRED EXITS, STRUCTURAL ELEMENTS, FIRE PROTECTION SYSTEMS, AND SANITARY SAFEGUARDS AT ALL TIMES DURING CONSTRUCTION. 11. CONSTRUCTION SAFETY –WASTE REMOVAL A. REMOVE WASTE MATERIALS IN A MANNER THAT PREVENTS INJURY OR DAMAGE TO PERSONS, ADJACENT PROPERTY, AND PUBLIC RIGHTS-OF-WAY. 12. FIRE SAFETY DURING CONSTRUCTION A. PROVIDE FIRE SAFETY MEASURES DURING CONSTRUCTION IN ACCORDANCE WITH: a. NEW YORK STATE BUILDING CODE 2025 b. CHAPTER 33 OF THE NEW YORK STATE FIRE CODE 2025 13. FIREBLOCKING A. PROVIDE FIREBLOCKING IN CONCEALED SPACES IN ACCORDANCE WITH R302.11. B. COORDINATE WITH ALL PENETRATIONS, SOFFITS, AND CONCEALED FRAMING CAVITIES. CONSTRUCTION TYPE: STACKED TWO-FAMILY DWELLING (NYSRC) EXISTING: CONVENTIONAL WOOD FRAMING WITH MASONRY VENEER EXTERIOR WALLS NEW ADDITION: WOOD FRAMING WITH FIBER CEMENT BOARD SIDING TYPE OF ALTERATION:LEVEL 3 -WORK AREA <50% BUILDING TYPE OF WORK BEING PERFORMED:RENOVATION & ADDITION SPRINKLERS: REQUIRED AT THIRD STORY, AUTOMATIC FLOOD HAZARD AREA:NO METHOD OF COMPLIANCE: ENERGY CODE: PRESCRIPTIVE ASHRAE 90.1: PRESCRIPTIVE EBC502.1 ALLOWABLE STORY, AREA & HEIGHT 3 STORIES ABOVE GRADE PLANE MAXIMUM INCLUDES 1ST, 2ND, & ATTIC BASEMENT <50% AREA BELOW GRADE BASEMENT FIRST FLOOR SECOND FLOOR ATTIC FLOOR TOTAL: EXISTING 1,120 SF 1,128 SF 1,128 SF 0 SF 3,376 SF PROPOSED 403 SF 403 SF - 515 SF 1,776 SF SUBTOTAL 1,523 SF 1,531 SF 1,128 SF 515 SF 5,152 SF 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. 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 388 Greenway Albany, NY 12208 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 9/ 2 2 / 2 0 2 6 4 : 3 2 : 0 2 P M As indicated A010 Site Plan & Code Schedule 2404 The Bergman Residence 5/27/26 76 Walton St. Saratoga Springs, NY 12866 76 Walton St Addition & Renovation 1/8" = 1'-0"1 Site Plan Garage Doors No less than 0.40 ECCNYS Table R402.5.2 Swinging Doors No less than 0.50 ECCNYS Table R402.5.2 Sliding Doors No less than 0.30 ECCNYS Table R402.5.2 Windows No less than 0.30 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-0.27 U-0.45 U-0.77 U-0.55 ECCNYS Table R402.1.4 Fenestration Requirements Access doors Same as Wall R-Value Y ECCNYS R402.2.4 Attic Knee Wall Same as Wall R-Value Y ECCNYS RTable R402.1.3 and R402.2 Unheated Slab R-Value & Depth R-10ci & 4 ft R-10ci ECCNYS Table R402.1.3 Below Grade Wall R-15ci or R-13 cavity + R-5ci R-13+R-5ci ECCNYS Table R402.1.3 Mass Wall R-20ci at Interior side R-20ci at Interior side ECCNYS Table R402.1.3 Wood Frame Wall R-30 or R-20+R-5Ci R-30 ECCNYS Table R402.1.3 Ceiling R-Value (Without Attics) R-49 R-49 ECCNYS Table R402.1.3 Opaque Thermal Envelope Requirements C4 Commercial Energy Efficiency Required Provided Reference Degree Days 6,894 HDD65 Zone 14A Climate Zone Saratoga County 5A ECCNYS Table R301.1 C3 General Requirements Reference 2025 Energy Conservation Code of New York State ECCNYS 2025 Existing Building Code of New York State EBCNYS 2025 Residential Code of New York State RCNYS 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 No. Description Date UP WD DN TOP OF SLAB AT -6 1/2" BELOW EXISTING BASEMENT FLOOR ELEVATION PROVIDE CONTINUOUS TOP & BTM RUBBER WATER STOP. CONNECT NEW CONC. WALL TO EXTG, PRE-DRILL 4" DEEP HOLES INTO EXTG WALL 12" OC. ENTIRE HEIGHT OF WALL, SET 8" LONG #4 REBAR INTO THE PRE-DRILLED HOLE WITH EPOXY. POUR NEW WALL OVER EXPOSED 4" OF REBAR (TYP.) 8" CONC. FOUNDATION WALLS, #4 VERTICAL REBAR AT 4'-0" OC., 6" INTO FOOTING UP TO FIRST FLOOR LEVEL FOOTING 1' - 4" WALL 8". T/O CURB FLUSH WITH FLOOR SLAB TOP OF RETAINING WALL AT GRADE DEPRESSION FOR 6" X 6" TRENCH DRAIN 5' - 7 1/4"6' - 9 1/4"8"19' - 6 1/4"8"2' - 10" + 5' - 6" T/O WALL ABV BASEMENT SLAB LEVEL, VIF. 1' - 0 " SAW CUT NEW OPENING IN EXIST. FDN WALL 7'-0" HIGH EXTG F.J. TO REMAIN TYPICAL AT TOP OF FOUNDATION WALL: TREATED 2X12 LEDGER STAGGER BOLTED HI-LOW W/1/2"Ø GALVANIZED EXPANSION BOLTS & WASHERS AT 12" O.C. & MAX OF 2" FOR EA. END OF LEDGER FOR NEW JOIST HANGERS WRAPPED W/Z-FLASHING EXTG F.J. TO REMAIN EXISTING WINDOW OPENINGS TO REMAIN TOP OF EXTG SLAB AT 0" -0"TOP OF EXTG SLAB AT -0" -4" TOP OF NEW SLAB AT BELOW EXTG BASEMENT LEVEL 6" 1' - 5 " 9" SL O P E 1 / 4 " PE R 1 2 " M I N . -1' - 11 1/2" T/O FOOTING CONCRETE IN PLACE WITH 20" X 12" 3 #4 REBAR FOUNDATION FLOOR 4" CONC. WITH 6X6 W2.9 W.W.F. ON 6 MM POLYETHYLENE VAPOR BARRIER ON R-10 POLYISOCYANURATE RIGID INSULATION ON 4" COMPACTED GRAVEL BASE PATIO AT GRADE STONE SET IN 4" CONC. SLAB ON 4" GRAVEL. TOP OF NEW SLAB AT -0 -7" EL. BELOW T.O.S. ADDITION LEVEL 8 1/2" REMOVE AND CUT STONE FOUNDATION WALL OPENING TO FIT NEW EGRESS WINDOW, REUSE EXIST. WDW HDR 4' - 6 " 3' - 0" 3' - 9" 4 1 / 4 " 4' - 1 0 3 / 4 " 9' - 1 1 1 / 4 " 16 ' - 1 0 1 / 2 " 10 ' - 1 1 3 / 4 " 0" 11' - 8 1/2" 1' - 4" FTG 2" STONE VENEER AT EXPOSED SIDE 4" DIA WEEP HOLES AT CENTER OF WALL LENGTH, 1 FT HT ABOVE PATIO SLAB, TYP. AT RETAINING WALLS 4X4 PRT WD POST COLUMN ANCHORED TO 3 FT DIA. CONCRETE PIER FOUNDATION, MIN 4 FT BELOW GRADE -11 1/2" 2' - 6 " 1' - 5 " 1 A301 1 A302 1 A302 W6 W6 W6 11 1 / 4 " 4' - 7 3 / 4 " 7' - 8 " D3 6 S60 D32 D3 6 X7 2 MECH/ LAUNDRY ROOM 20 PASSAGE 21 BEDROOM 23 PLAYROOM 24 FAMILY ROOM 25 BATHRM 22 ALIGN WALLS BELOW WITH FACE OF STAIR CARRIAGE LANDING ABOVE ALIGN -11 1/2" T/O CONC. SLAB -11 3/4" T/O FF FACE OF FOUNDATION WALL CONC. RETAINING WALL BY DELEGATED DESIGN BLUESTONE PATIO STONE FLOOR 6X6 TRENCH DRAIN CONNECTED TO UNDERGROUND PERFORATED DRAIN AT FOOTINGS NOTE: 1. EXPOSED BRICK WALL AT EXISTING LOCATIONS. PATCH AND REPAIR GROUT IN EXPOSED LOCATIONS. APPLY CLEAR SEALER TO PROTECT SURFACES. 2. FOR INTERIOR FINISHES, CABINETRY, FIXTURE SELECTIONS AND TRIMWORK, REFER TO INTERIOR DWGS. 4 A303 B60 ELEC RM 10Z 36C 2 A301 12" X 12" ACCESS PANEL, TYP. METAL LADDER TO GRADE WIN D O W 4' - 6 " O . C . 8" IN SITU CONCRETE RETAINING WALL 3 A303 3' - 0" W4 TYP. UON RE-CONSTRUCT CONCRETE EDGE OF SLAB AT DIFF. BELOW 1- P L Y 1 3 / 4 " X 9 1 / 4 " L V L 5' - 4 " 6X6 POST COLUMNS, TYP. D3 6 CL 25A 3' - 11 3/4" 3-PLY 1 3/4" X 11 1/4" LVL 11' - 4 3/4" 12' - 6" W10X33 ABV ET R W N D W H D R 3' - 3 " F4 F4T INFILL WALL AT OPENING (3) 2X10 WD HDR 6' - 9" FRAMING PLAN NOTES FRAMING PLAN LEGEND 1. ALL DIMENSIONS ARE FROM FACE OF FRAMING U.O.N. 2. CONC. CONTRACTOR TO BE RESPONSIBLE FOR ALL CONC. CUTTING & REMOVAL. 3. 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. 4. PROVIDE DOUBLE STUDS AT JAMBS OF ALL DOORS, WINDOWS AND SIMILAR OPENINGS. 5. ALL CONNECTORS USED IN PRESSURE-TREATED WOOD FRAMING SHALL BE STAINLESS OR GALVANIZED STEEL. 6. ALL HEADERS, FLOOR JOISTS & RAFTERS ARE TO BE SPRUCE-PINE-FIR #2 OR BETTER, STUDS -STUD GRADE, U.O.N. 7. ALL HEADERS ARE TO BE 3-2X10'S UNLESS OTHERWISE SPECIFIED. 8. JOISTS: A. SHALL BE SUPPORTED LATERALLY (TO PREVENT ROTATION) AT THE ENDS BY FULL DEPTH SOLID BLOCKING NOT LESS THAN 2" NOMINAL THICKNESS OR BY ATTACHMENT TO HEADER, BAND, RIM JOIST, OR TO AN ADJOINING STUD. B. IN SEISMIC DESIGN CATEGORIES D1 AND D2, LATERAL RESTRAINT MUST BE PROVIDED AT EACH INTERMEDIATE SUPPORT R502.7. 9. NOTCHING REQUIREMENTS FOR EXTERIOR LOAD BEARING WALLS: A. LOAD BEARING WALLS CUT MORE THAN 50% MUST BE SECURED BY A METAL TIE .054 THICK BY 1 1/2 INCHES WIDE WITH 8-16D NAILS ON EACH SIDE EXCEPT WHERE EXTERIOR WALLS ARE COVERED BY SHEATHING. B. HOLES BETWEEN 40% AND 60% OF STUD DEPTH REQUIRE DOUBLE STUDS. C. NO HOLES ARE PERMITTED WITHIN 5/8 INCH OF THE EDGE OF ANY STUD. D. NO HOLES ARE PERMITTED WITHIN ON THE SAME CROSS SECTION AS A NOTCH ON ANY STUD. E. NO NOTCHES ARE PERMITTED TO BE MORE THAN 25% OF THE STUD DEPTH . R502.8., 602.6(1).(2) R602.6.1 10. ALL HEADERS, GIRDERS SUPPORTING BEAMS AND OTHER STRUCTURAL COMPONENTS ARE COVERED UNDER R301.1.3 ENGINEERED DESIGN. THESE DRAWINGS HAVE BEEN PREPARED UNDER THE DIRECT SUPERVISION AND SEALED BY A NEW YORK STATE CERTIFIED PROFESSIONAL STRUCTURAL ENGINEER IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE (ASCE-7), CROSS-LAMINATED TIMBER TO BE MANUFACTURED AND IDENTIFIED ACCORDING TO ANSI/APA PRG 320. 11. ALL TOP PLATES AND SILL PLATES SHALL BE #3 SYP OR DFL (19% MC) OR BETTER. 12. HEADERS, FLUSH BEAMS, AND DROP BEAMS SHALL BE #2 DFL OR SYP (19%MC) OR BETTER, U.O.N. 13. ALL HEADERS AND BEAMS SHALL HAVE DOUBLE STUD PACK UNDER EACH END, U.O.N. 14. SIMPSON CS20 X 48" LONG STRAPS SPACED AT 48" O.C. SHALL BE USED ALONG THE EXTERIOR OF THE BUILDING CENTERED ACROSS THE FLOOR CAVITY. 15. THE STABILITY OF THE FLOOR IS NOT ACHEIVED UNTIL THE DECKING HAS BEEN PROPERLY INSTALLED AND FASTENED. 16. ALL PENETRATIONS IN FIRE RATED PARTITIONS TO BE FIRE STOPPED AND SEALED. 17. ALL FIRE AND SMOKE RESISTANCE RATED WALL ASSEMBLIES SHALL BE IDENTIFIED AND MAINTAIN REQUIRED CONTINUITY. EXISTING WALL TO REMAIN EXISTING DOOR AND FRAME TO REMAIN TYPE ID S4 W4a W4 W4i F4 F4T W6 PARTITION ASSEMBLY 1-HOUR SHAFT WALL (UL U305) 1" TYPE X SHAFT LINER ON 4" H-STUD FRAMING WITH BATT INSULATION AT 16" O.C. ON 5/8" TYPE X GYP BD 1-HOUR FIRE-RATED WALL (UL U305) 5/8" TYPE X GYP BD ON 2X4 WD FRAMING WITH BATT INSULATION AT 16" O.C. ON 5/8" TYPE X GYP BD 1/2" GYP BD ON 2X4 WD FRAMING ON 1/2" GYP BD, TYPICAL U.O.N. SAME AS W4, WITH CLOSED CELL SPRAY FOAM INSULATION (MIN. R-20) 1/2" GYP BD ON 2X4 WD FURRING 1/2" GYP BD ON TURNED 2X4 WD FURRING 1/2" GYP BD ON 2X6 WD FRAMING ON 1/2" GYP BD WALLS WITH THIS SYMBOL INDICATE 3" SOUND-ABSORBING INSULATION IS ADDED FOR ACOUSTICAL INSULATION DESIGN LOADS: FIRST FLOOR SECOND ATTIC FLOOR DECK ROOF (PITCHED) SNOW LOADS: 40 PSF LIVE / 10 PSF DEAD 40 PSF LIVE / 10 PSF DEAD 30 PSF 100 PSF 20 PSF DEAD 50 PSF GROUND SNOW 20 PSF DEAD 115 MPH WIND EXPOSURE: B INDICATES POINT LOAD SUPPORTED BELOW INDICATES POINT LOAD FROM ABOVE NEW WALL NEW DOOR 1. ALL CONC. TO BE MIN. 3000 PSI AT 28 DAY COMPRESSIVE STRENGTH. 2. ALL CONC. TO REST ON UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY MINIMUM, OR COMPACTED STRUCTURAL FILL OR BEDROCK. 3. CONC. FOOTINGS TO BE LOCATED MIN. -4'-0" FROM GRADE TO TOP OF FOOTING U.O.N. FOOTINGS MAY BE STEPPED DOWN OR LOWERED TO REACH AN ACCEPTABLE BEARING STRATUM AS DETERMINED BY GEOTECHNICAL ENGINEER. 4. DO NOT PLACE FOOTINGS IN WATER OR IN FROZEN GROUND. 5. DO NOT ALLOW GROUND BENEATH FOOTINGS OR SLABS TO FREEZE. 6. CENTER FOOTINGS UNDER WALLS OR GRADE BEAMS U.O.N. 7. WHERE CONTROL JOINTS ARE NOT INDICATED ON PLAN, PROVIDE CONTROL JOINTS SPACED AT 35 FEET, MAXIMUM. 8. CONCRETE WALLS SHALL ATTAIN A MAXIMUM STRENGTH OF 70% F'C BEFORE PLACING BACKFILL AGAINST THEM. 9. EXTEND WALL FOOTING REINFORCEMENT INTO COLUMN FOOTINGS WITH A MINIMUM EMBEDMENT EQUAL TO THE MINIMUM BAR DEVELOPMENT LENGTH. 10. CAST STEPPED FOOTINGS MONOLITHICALLY. 11. DO NOT LOCATE PENETRATIONS THROUGH FOOTINGS. STEP FOOTINGS DOWN AS REQUIRED TO LOCATE PENETRATION IN WALL. 12. CHAMFER EXPOSED CONCRETE CORNERS AND EDGES 3/4 INCH U.O.N. 13. CONCRETE COVER FOR REINFORCEMENT SHALL BE 1 1/2" MIN. FOUNDATION PLAN NOTES Scale Project number Date devon telberg, aia 388 Greenway Albany, NY 12208 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 9/ 2 2 / 2 0 2 6 4 : 3 2 : 0 2 P M As indicated A100 Basement Framing & Foundation Plan 2404 The Bergman Residence 5/27/26 76 Walton St. Saratoga Springs, NY 12866 76 Walton St Addition & Renovation 1/4" = 1'-0"2 Basement Foundation Plan 1/4" = 1'-0"3 Basement Framing Plan No. Description Date DN DN 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 DN RE F . 1 A301 2 A303 1 A302 1 A302 5' - 0 " 7' - 0 3 / 4 " (3) WD FRAMING STUDS 5' - 10"27' - 3" NEW ADDITION 2' - 11 3/4" NEW 2X10 AT 16" O.C. WD FRAME FLOOR INFILL FLUSH WITH EXTG ADJACENT WD FRAMING 15 ' - 1 1 3 / 4 " 5' - 10" SP S S 2 X 1 0 AT 1 2 " O . C . 17' - 7" W10X33 ABV DBL. 2X10 HEADERS AT ALL NEW DOOR AND WINDOW OPENINGS, TYP. INFILL WD FRAMING AT EXTG OPENINGS TO MATCH EXISTING TYPE & ALIGN WITH ADJ, TYP. EXTG 2X8 TO REMAIN EX T G 2 X 8 T O RE M A I N EX T G 2 X 8 T O RE M A I N PATCH AND REPAIR EXTG OPENING, INFILL WALL WITH SALVAGED BRICK, TYP. 4' - 6 1/2"4' - 6 1/2"4' - 6 1/2"4' - 6 1/2"4' - 6 1/2"4' - 6 1/4" 36A36A 36A LANDING 4' - 0 3/4" (10) T AT 11" D EA. 11' - 0" 11 " NEW WALL PENETRATION FOR NEW HOOD EXHAUST EXISTING STAIR TREAD AND STRINGERS TO REMAIN NEW WD RAILING, TOP OF HANDRAIL AT 34" HT ABOVE TREAD, TYP. NEW PTD. WALL UNDER STAIR EXISTING LOAD-BEARING WALL TO REMAIN BEDROOM 16 DINING 17 LIVING 12 BEDROOM 14 ENTRY 10 5' - 0 1 / 4 " 10 ' - 1 1 1 / 2 " 1 A300 1 A300 4 A303 KITCHEN 13 16 ' - 9 " N E W A D D I T I O N 36A36A36A (2) T AT 11" D EA. SECURE NEW WD FRAMING THROUGH BRICK WITH BOLTS TO EXTG WD FRAMING, TYP. 2' - 3 1/2" 1' - 7"3' - 2"2' - 6" # TREADS VIF. TO GRADE 5' - 6" LANDING 4' - 0" 2' - 2 " 3' - 0 " 4" 2 A301 4X4 WD POST COLUMN SET IN CONCRETE PIER FOOTING TO 3'-0" BELOW GRADE (2) 2X10 PRTD WD DROP BEAM EX T G 2 X 8 T O RE M A I N EX T G 2 X 8 T O RE M A I N 3' - 1 1 / 2 " 1' - 5 1 / 2 " 3' - 11"11' - 5" 6' - 5" EXTG 2X8 TO REMAIN 3' - 0 " 4" 5' - 6 " PRTD 2X10 WD AT 16" O.C. 3- P L Y 1 3 / 4 " X 1 4 " L V L 10 ' - 3 " AB V 1 3 / 4 " X 9 1 / 2 " L V L 3' - 7 " STL BEAM MIN. BEARING 3" ON REINF. (3) WD FRAMING STUDS EXTERIOR WALL -PTD BD ON 2X8 PTD 3/4" THK BOARD ON CONT. WEATHER BARRIER ON 1/2" EXT GRADE PLY SHEATHING ON 2X8 WD FRAMING WITH FACED BATT INSULATION (MIN R-21) ON PTD 1/2" GWB W4 TYP. UON.INFILL WALL TO MATCH ADJ. INFILL WALL TO MATCH ADJ. DRAIN FROM ABV W6 2 A300 2 A300 2-PLY 1 3/4" X 14" LVL HDR 7' - 9" STL LINTEL L5X3-1/2X1/2 AT BRICK ETR TYP. HANDRAIL POST PROVIDE (3) 2X8 WD FRAMING CROSS-SUPPORT BTW F.J. AT LOCATIONS OF POINT LOADS ABOVE, TYP. 1 HR FIRE-RATED SHAFT CONSTRUCTION FOR MECHANICAL SYSTEMS WOOD HANDRAIL AT 3-0 HT., METAL 34 DIA. BALUSTERS SPACED AT 4" MAX. O.C. NOTE: 1. EXPOSED BRICK WALL AT EXISTING LOCATIONS. PATCH AND REPAIR GROUT IN EXPOSED LOCATIONS. APPLY CLEAR SEALER TO PROTECT SURFACES. 2. SP SS : SOUTHERN PINE GRADE SS TYP. 1ST FLOOR ASSEMBLY: • NEW FINISH FLOORING • NEW SUBFLOORING: 1/2" OSB PLY. • EXIST. 2X8 WD FRAMING • NEW SAB BATT INSULATION • (1) LAYER PTD. GWB D3 6 D3 0 D3 0 X36 D28 D30 9' - 6" 6' - 1 " FRAMING PLAN NOTES FRAMING PLAN LEGEND 1. ALL DIMENSIONS ARE FROM FACE OF FRAMING U.O.N. 2. CONC. CONTRACTOR TO BE RESPONSIBLE FOR ALL CONC. CUTTING & REMOVAL. 3. 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. 4. PROVIDE DOUBLE STUDS AT JAMBS OF ALL DOORS, WINDOWS AND SIMILAR OPENINGS. 5. ALL CONNECTORS USED IN PRESSURE-TREATED WOOD FRAMING SHALL BE STAINLESS OR GALVANIZED STEEL. 6. ALL HEADERS, FLOOR JOISTS & RAFTERS ARE TO BE SPRUCE-PINE-FIR #2 OR BETTER, STUDS -STUD GRADE, U.O.N. 7. ALL HEADERS ARE TO BE 3-2X10'S UNLESS OTHERWISE SPECIFIED. 8. JOISTS: A. SHALL BE SUPPORTED LATERALLY (TO PREVENT ROTATION) AT THE ENDS BY FULL DEPTH SOLID BLOCKING NOT LESS THAN 2" NOMINAL THICKNESS OR BY ATTACHMENT TO HEADER, BAND, RIM JOIST, OR TO AN ADJOINING STUD. B. IN SEISMIC DESIGN CATEGORIES D1 AND D2, LATERAL RESTRAINT MUST BE PROVIDED AT EACH INTERMEDIATE SUPPORT R502.7. 9. NOTCHING REQUIREMENTS FOR EXTERIOR LOAD BEARING WALLS: A. LOAD BEARING WALLS CUT MORE THAN 50% MUST BE SECURED BY A METAL TIE .054 THICK BY 1 1/2 INCHES WIDE WITH 8-16D NAILS ON EACH SIDE EXCEPT WHERE EXTERIOR WALLS ARE COVERED BY SHEATHING. B. HOLES BETWEEN 40% AND 60% OF STUD DEPTH REQUIRE DOUBLE STUDS. C. NO HOLES ARE PERMITTED WITHIN 5/8 INCH OF THE EDGE OF ANY STUD. D. NO HOLES ARE PERMITTED WITHIN ON THE SAME CROSS SECTION AS A NOTCH ON ANY STUD. E. NO NOTCHES ARE PERMITTED TO BE MORE THAN 25% OF THE STUD DEPTH . R502.8., 602.6(1).(2) R602.6.1 10. ALL HEADERS, GIRDERS SUPPORTING BEAMS AND OTHER STRUCTURAL COMPONENTS ARE COVERED UNDER R301.1.3 ENGINEERED DESIGN. THESE DRAWINGS HAVE BEEN PREPARED UNDER THE DIRECT SUPERVISION AND SEALED BY A NEW YORK STATE CERTIFIED PROFESSIONAL STRUCTURAL ENGINEER IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE (ASCE-7), CROSS-LAMINATED TIMBER TO BE MANUFACTURED AND IDENTIFIED ACCORDING TO ANSI/APA PRG 320. 11. ALL TOP PLATES AND SILL PLATES SHALL BE #3 SYP OR DFL (19% MC) OR BETTER. 12. HEADERS, FLUSH BEAMS, AND DROP BEAMS SHALL BE #2 DFL OR SYP (19%MC) OR BETTER, U.O.N. 13. ALL HEADERS AND BEAMS SHALL HAVE DOUBLE STUD PACK UNDER EACH END, U.O.N. 14. SIMPSON CS20 X 48" LONG STRAPS SPACED AT 48" O.C. SHALL BE USED ALONG THE EXTERIOR OF THE BUILDING CENTERED ACROSS THE FLOOR CAVITY. 15. THE STABILITY OF THE FLOOR IS NOT ACHEIVED UNTIL THE DECKING HAS BEEN PROPERLY INSTALLED AND FASTENED. 16. ALL PENETRATIONS IN FIRE RATED PARTITIONS TO BE FIRE STOPPED AND SEALED. 17. ALL FIRE AND SMOKE RESISTANCE RATED WALL ASSEMBLIES SHALL BE IDENTIFIED AND MAINTAIN REQUIRED CONTINUITY. EXISTING WALL TO REMAIN EXISTING DOOR AND FRAME TO REMAIN TYPE ID S4 W4a W4 W4i F4 F4T W6 PARTITION ASSEMBLY 1-HOUR SHAFT WALL (UL U305) 1" TYPE X SHAFT LINER ON 4" H-STUD FRAMING WITH BATT INSULATION AT 16" O.C. ON 5/8" TYPE X GYP BD 1-HOUR FIRE-RATED WALL (UL U305) 5/8" TYPE X GYP BD ON 2X4 WD FRAMING WITH BATT INSULATION AT 16" O.C. ON 5/8" TYPE X GYP BD 1/2" GYP BD ON 2X4 WD FRAMING ON 1/2" GYP BD, TYPICAL U.O.N. SAME AS W4, WITH CLOSED CELL SPRAY FOAM INSULATION (MIN. R-20) 1/2" GYP BD ON 2X4 WD FURRING 1/2" GYP BD ON TURNED 2X4 WD FURRING 1/2" GYP BD ON 2X6 WD FRAMING ON 1/2" GYP BD WALLS WITH THIS SYMBOL INDICATE 3" SOUND-ABSORBING INSULATION IS ADDED FOR ACOUSTICAL INSULATION DESIGN LOADS: FIRST FLOOR SECOND ATTIC FLOOR DECK ROOF (PITCHED) SNOW LOADS: 40 PSF LIVE / 10 PSF DEAD 40 PSF LIVE / 10 PSF DEAD 30 PSF 100 PSF 20 PSF DEAD 50 PSF GROUND SNOW 20 PSF DEAD 115 MPH WIND EXPOSURE: B INDICATES POINT LOAD SUPPORTED BELOW INDICATES POINT LOAD FROM ABOVE NEW WALL NEW DOOR PLAN VIEW FLOOR SECTION HEAD SECTION BOTTOM OF STRUC ACOUSTICAL OR FIRE RESISTIVE JOINT SEALANT (BOTH SIDES) SCHED. CEILING, SEE RCP 5/8" TYPE X GWB EA. SIDE FULL HEIGHT WOOD STUDS AT 16" O.C., FRT WOOD STUDS AT 1HR FIRE-RATED WALLS SOUND ATTENUATION BATT INSULATION (TO UNDERSIDE OF DECK) WHERE INDICATED ON PLANS ACOUSTICAL OR FIRE RESISTIVE JOINT SEALANT (BOTH SIDES) Scale Project number Date devon telberg, aia 388 Greenway Albany, NY 12208 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 9/ 2 2 / 2 0 2 6 4 : 3 2 : 0 3 P M As indicated A101 First Floor Framing & Proposed Plan 2404 The Bergman Residence 5/27/26 76 Walton St. Saratoga Springs, NY 12866 76 Walton St Addition & Renovation 1/4" = 1'-0"2 First Floor Framing Door & Window Schedule Door # Quantity Width Height Door Type Glass Type Daylight Area Heat Transfer Coefficient (U)Thermal Resistance (R) Fire Rating Comments X72 1 6' - 0" 6' - 8" Exterior Double Panel X36 2 3' - 0" 7' - 8" Exterior Single Panel See Product Documentation Link for more information B42 6 3' - 6" 6' - 8" Interior BiFold - B60 1 5' - 0" 6' - 8" Interior BiFold - B48 1 4' - 0" 7' - 0" Interior Bifold - D28 2 2' - 4" 7' - 0" Interior Single Panel D30 8 2' - 6" 6' - 8" Interior Single Panel - D32 3 2' - 8" 6' - 8" Interior Single Panel - D32A 1 2' - 8" 7' - 0" Interior Single Panel 45-MIN CLOSER D36 4 3' - 0" 6' - 8" Interior Single Panel - S60 1 5' - 0" 6' - 8" Interior Sliding 2-Panel - A30 1 2' - 6" 4' - 0" Interior Storage Access - R-30 MIN INSULATED Window # Count Width Height Head Height Manufacturer Model Daylight Area Vent Area Heat Transfer Coefficient U-Factor Thermal Resistance R-value Solar Heat Gain Transmittance Visible Light Transmittance Comments 24K 1 2' - 0" 2' - 6" 4' - 6" 31 1 2' - 7" 5' - 10" 7' - 10" Pella Dual Pane Vent 15 SF 14 SF 0.4 2.5 0.4 0.81 36A 6 3' - 0" 5' - 0" 7' - 8" Pella Dual Pane Vent 15 SF 14 SF 0.4 2.5 0.4 0.81 36C 2 2' - 6" 3' - 0" <varies> Pella Casement 0 SF 25 SF 0.4 2.5 0.4 0.81 39K 1 4' - 0" 3' - 6" 6' - 6" No. Description Date 1" = 1'-0"1 PARTITION TYPE W - 1HR FR DN UP W REF. DNUP W REF. 14' - 1"10' - 0"3' - 11"3' - 1" 4x4 WD COLUMN TO SUPPORT ATTIC STRUC FL AND STAIR FRAMING ABOVE, TYP. NE W 2 X 1 0 A T 1 6 " O . C . NEW STL LINTEL TO SUPPORT BRICK WALL ABOVE, SECURE TO 2ND FLOOR JOIST FRAMING BELOW, SPAN OPENING BELOW NEW STAIR; CLOSED STRINGER SECURED TO EXTG WD WALL ADJ, PROVIDE ADDITIONAL WD BLOCKING EQ EQ EQ EQ 20' - 5 1/2" 7' - 2 " 2' - 2" 9' - 2 " 6' - 9"8' - 4" 3' - 6 " 4' - 4 " 5' - 1 1 " W6 ALIGN 3' -6" H 1 1/2" DIA. GUARDRAIL, TENSION CABLE (SPACED 4" MAX. O.C.), 1 1/2" DIA. POSTS SECURED WITH GALV. STL ANGLES TO ROOF JOISTS STRUC FRAMING BELOW INFILL GWB ON WD FRAMING TO MATCH ADJACENT WALLS 10 ' - 1 0 1 / 4 " 5' - 8"27' - 6 1/2"2' - 10 1/4" ROOF TYPE 3 (DECK ON TPO ROOF) 1x4 TREX DECKING ON PRESSURE-TRD WD SLEEPERS ON TPO MEMBRANE FULLY ADHERED WITH HEAT-WELDED SEAMS ON 5/8" THK COVER BOARD ON R-10 (MIN. 2") RIGID INSULATION ON 3/4" THK EXTERIOR GRADE PLY SHEATHING ON 2X10 WD FRAMING AT 16" O.C. WITH R-19 FACED BATT INSULATION EX I S T . 2 X 1 0 A T 1 6 " O . C . EXIST. 2X10 AT 16" O.C. EXIST. 2X10 AT 16" O.C. INFILL FLOOR WITH NEW FRAMING TO MATCH EXIST. DBL. 2X10 HEADERS AT ALL NEW DOOR AND WINDOW OPENINGS, TYP. 3' - 5" TYP. UON NEW DOOR OPENING IN EXTG WINDOW OPENING EXIST. 2X10 AT 16" O.C. VENT ABOVE TO ROOF 4' - 7 " 4' - 1 0 " 12 ' - 5 " 3' - 0 " 2- P L Y 1 3 / 4 " X 9 1 / 2 " L V L H D R 6' - 3 " PROVIDE FIRESTOPPING AT CONDUIT/ PIPEWORK PENETRATING FLORO BELOW, TYP. AT ALL LOCATIONS CONTINUOUS 1-HOUR FIRE-RATED SEPARATION REQUIRED AT SECOND FLR FLOOR ASSEMBLY, AND STAIR ENCLOSURE. W4 a S4 NEW CLOSED CELL SPRAY INSULATION (MIN R-30) AT EXISTING EXTERIOR WALL BRICK ON 2X6 WD FRAMING TO REMAIN, TYP. 1 A301 2 A303 NOTE: 1. EXPOSED BRICK WALL AT EXISTING LOCATIONS. PATCH AND REPAIR GROUT IN EXPOSED LOCATIONS. APPLY CLEAR SEALER TO PROTECT SURFACES. 2. FOR INTERIOR FINISHES, CABINETRY, FIXTURE SELECTIONS AND TRIMWORK, REFER TO INTERIOR DWGS. 1 A300 1 A303 FLOOR ASSEMBLY (1 HR FIRE-RATED): • NEW FINISH FLOORING • NEW SOUND MAT • NEW SUBFLOORING: 1/2" OSB PLY. • EXIST. WD FRAMING • NEW SAB BATT INSULATION • NEW 7/8" RESILIENT CHANNELS AT 16" O.C. • (2) LAYERS PTD. GWB REPLACE DOOR AND FRAME SYSTEM WITH 1HR FIRE- RATED SELF-CLOSING DOOR DOOR WIDTH: EXISTING NON- CONFORMING, SPACE IS LIMITED 169 SF LIVING 10S 170 SF DINING 10T 248 SF KITCHEN 10U X3 6 D30 B4 2 B4 2 137 SF PRIME BEDRM 10H 22 SF HALF BATH 10C 35 SF STORAGE 10B DECK FIRE-RESISTIVE SEALANT AT JOINTS WITH FIRE-RATED WALLS, TYP. 2 A301 BUILT-IN STORAGE UNDER STAIR LANDING TO BLOCK LOW HEIGHT OF LANDING ABOVE LINE OF STAIR LANDING ABOVE D28 D3 2 D3 2 B42 2 A300 2 A300 RE-FINISH AND RESTORE EXISTING CABINETS PRESERVE AND REPAIR EXISTING DOORWAY TRIM WHERE OPENINGS REMAIN, TYP. D3 2 A FRAMING PLAN NOTES FRAMING PLAN LEGEND 1. ALL DIMENSIONS ARE FROM FACE OF FRAMING U.O.N. 2. CONC. CONTRACTOR TO BE RESPONSIBLE FOR ALL CONC. CUTTING & REMOVAL. 3. 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. 4. PROVIDE DOUBLE STUDS AT JAMBS OF ALL DOORS, WINDOWS AND SIMILAR OPENINGS. 5. ALL CONNECTORS USED IN PRESSURE-TREATED WOOD FRAMING SHALL BE STAINLESS OR GALVANIZED STEEL. 6. ALL HEADERS, FLOOR JOISTS & RAFTERS ARE TO BE SPRUCE-PINE-FIR #2 OR BETTER, STUDS -STUD GRADE, U.O.N. 7. ALL HEADERS ARE TO BE 3-2X10'S UNLESS OTHERWISE SPECIFIED. 8. JOISTS: A. SHALL BE SUPPORTED LATERALLY (TO PREVENT ROTATION) AT THE ENDS BY FULL DEPTH SOLID BLOCKING NOT LESS THAN 2" NOMINAL THICKNESS OR BY ATTACHMENT TO HEADER, BAND, RIM JOIST, OR TO AN ADJOINING STUD. B. IN SEISMIC DESIGN CATEGORIES D1 AND D2, LATERAL RESTRAINT MUST BE PROVIDED AT EACH INTERMEDIATE SUPPORT R502.7. 9. NOTCHING REQUIREMENTS FOR EXTERIOR LOAD BEARING WALLS: A. LOAD BEARING WALLS CUT MORE THAN 50% MUST BE SECURED BY A METAL TIE .054 THICK BY 1 1/2 INCHES WIDE WITH 8-16D NAILS ON EACH SIDE EXCEPT WHERE EXTERIOR WALLS ARE COVERED BY SHEATHING. B. HOLES BETWEEN 40% AND 60% OF STUD DEPTH REQUIRE DOUBLE STUDS. C. NO HOLES ARE PERMITTED WITHIN 5/8 INCH OF THE EDGE OF ANY STUD. D. NO HOLES ARE PERMITTED WITHIN ON THE SAME CROSS SECTION AS A NOTCH ON ANY STUD. E. NO NOTCHES ARE PERMITTED TO BE MORE THAN 25% OF THE STUD DEPTH . R502.8., 602.6(1).(2) R602.6.1 10. ALL HEADERS, GIRDERS SUPPORTING BEAMS AND OTHER STRUCTURAL COMPONENTS ARE COVERED UNDER R301.1.3 ENGINEERED DESIGN. THESE DRAWINGS HAVE BEEN PREPARED UNDER THE DIRECT SUPERVISION AND SEALED BY A NEW YORK STATE CERTIFIED PROFESSIONAL STRUCTURAL ENGINEER IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE (ASCE-7), CROSS-LAMINATED TIMBER TO BE MANUFACTURED AND IDENTIFIED ACCORDING TO ANSI/APA PRG 320. 11. ALL TOP PLATES AND SILL PLATES SHALL BE #3 SYP OR DFL (19% MC) OR BETTER. 12. HEADERS, FLUSH BEAMS, AND DROP BEAMS SHALL BE #2 DFL OR SYP (19%MC) OR BETTER, U.O.N. 13. ALL HEADERS AND BEAMS SHALL HAVE DOUBLE STUD PACK UNDER EACH END, U.O.N. 14. SIMPSON CS20 X 48" LONG STRAPS SPACED AT 48" O.C. SHALL BE USED ALONG THE EXTERIOR OF THE BUILDING CENTERED ACROSS THE FLOOR CAVITY. 15. THE STABILITY OF THE FLOOR IS NOT ACHEIVED UNTIL THE DECKING HAS BEEN PROPERLY INSTALLED AND FASTENED. 16. ALL PENETRATIONS IN FIRE RATED PARTITIONS TO BE FIRE STOPPED AND SEALED. 17. ALL FIRE AND SMOKE RESISTANCE RATED WALL ASSEMBLIES SHALL BE IDENTIFIED AND MAINTAIN REQUIRED CONTINUITY. EXISTING WALL TO REMAIN EXISTING DOOR AND FRAME TO REMAIN TYPE ID S4 W4a W4 W4i F4 F4T W6 PARTITION ASSEMBLY 1-HOUR SHAFT WALL (UL U305) 1" TYPE X SHAFT LINER ON 4" H-STUD FRAMING WITH BATT INSULATION AT 16" O.C. ON 5/8" TYPE X GYP BD 1-HOUR FIRE-RATED WALL (UL U305) 5/8" TYPE X GYP BD ON 2X4 WD FRAMING WITH BATT INSULATION AT 16" O.C. ON 5/8" TYPE X GYP BD 1/2" GYP BD ON 2X4 WD FRAMING ON 1/2" GYP BD, TYPICAL U.O.N. SAME AS W4, WITH CLOSED CELL SPRAY FOAM INSULATION (MIN. R-20) 1/2" GYP BD ON 2X4 WD FURRING 1/2" GYP BD ON TURNED 2X4 WD FURRING 1/2" GYP BD ON 2X6 WD FRAMING ON 1/2" GYP BD WALLS WITH THIS SYMBOL INDICATE 3" SOUND-ABSORBING INSULATION IS ADDED FOR ACOUSTICAL INSULATION DESIGN LOADS: FIRST FLOOR SECOND ATTIC FLOOR DECK ROOF (PITCHED) SNOW LOADS: 40 PSF LIVE / 10 PSF DEAD 40 PSF LIVE / 10 PSF DEAD 30 PSF 100 PSF 20 PSF DEAD 50 PSF GROUND SNOW 20 PSF DEAD 115 MPH WIND EXPOSURE: B INDICATES POINT LOAD SUPPORTED BELOW INDICATES POINT LOAD FROM ABOVE NEW WALL NEW DOOR Scale Project number Date devon telberg, aia 388 Greenway Albany, NY 12208 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 9/ 2 2 / 2 0 2 6 4 : 3 2 : 0 4 P M As indicated A102 Second Floor Framing & Proposed Plan 2404 The Bergman Residence 5/27/26 76 Walton St. Saratoga Springs, NY 12866 76 Walton St Addition & Renovation 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 1/4" = 1'-0"2 Second Floor Framing Plan Door & Window Schedule Door # Quantity Width Height Door Type Glass Type Daylight Area Heat Transfer Coefficient (U)Thermal Resistance (R) Fire Rating Comments X72 1 6' - 0" 6' - 8" Exterior Double Panel X36 2 3' - 0" 7' - 8" Exterior Single Panel See Product Documentation Link for more information B42 6 3' - 6" 6' - 8" Interior BiFold - B60 1 5' - 0" 6' - 8" Interior BiFold - B48 1 4' - 0" 7' - 0" Interior Bifold - D28 2 2' - 4" 7' - 0" Interior Single Panel D30 8 2' - 6" 6' - 8" Interior Single Panel - D32 3 2' - 8" 6' - 8" Interior Single Panel - D32A 1 2' - 8" 7' - 0" Interior Single Panel 45-MIN CLOSER D36 4 3' - 0" 6' - 8" Interior Single Panel - S60 1 5' - 0" 6' - 8" Interior Sliding 2-Panel - A30 1 2' - 6" 4' - 0" Interior Storage Access - R-30 MIN INSULATED Window # Count Width Height Head Height Manufacturer Model Daylight Area Vent Area Heat Transfer Coefficient U-Factor Thermal Resistance R-value Solar Heat Gain Transmittance Visible Light Transmittance Comments 24K 1 2' - 0" 2' - 6" 4' - 6" 31 1 2' - 7" 5' - 10" 7' - 10" Pella Dual Pane Vent 15 SF 14 SF 0.4 2.5 0.4 0.81 36A 6 3' - 0" 5' - 0" 7' - 8" Pella Dual Pane Vent 15 SF 14 SF 0.4 2.5 0.4 0.81 36C 2 2' - 6" 3' - 0" <varies> Pella Casement 0 SF 25 SF 0.4 2.5 0.4 0.81 39K 1 4' - 0" 3' - 6" 6' - 6" 1/4" = 1'-0"3 Second Floor Proposed Plan No. Description Date DN W REF. DN BEDROOM 3 32 BEDROOM 2 33 CL 4 33 A UNOCCUPIED SPACE ALIGN NEW WINDOW OPENING IN EXTG EXT. WALL, DBL. 2X10 HEADER ALIGN FACE OF NEW VERTICAL WALLS AT LOCATIONS WHERE SLOPED HEAD HT IS 4'-0" AFF, TYP. 39K D30 D30 AL I G N NEW SPF 2X10 AT 16" O.C. NE W S P F 2 X 1 0 AT 1 6 " O . C . DBL. 2X10 HEADERS AT ALL NEW DOOR AND WINDOW OPENINGS, TYP. (2) STUDS E.E. WALLS UNDER LOW ROOF AREAS, TYP 2-PLY 1 3/4" X 9 1/2" LVL D3 0 B42 TYP. FLOOR ASSEMBLY: • NEW FINISH FLOORING • NEW SUBFLOORING: 1/2" OSB PLY. • NEW 2X10 SPF SISTERED TO EXIST. 2X6 WD FRAMING • NEW SAB BATT INSULATION • (1) LAYER PTD. GWB 2-PLY 1 3/4" X 9 1/2" LVL BELOW ROUGH OPENING TO LOAD-BEARING WALLS BELOW 24K 39K 12" / 12" 12" / 12" EXISTING ROOF TO REMAIN: • ASPHALT SHINGLES • ROOF FELT • 1X T&G BOARD SHEATHING • 2X6 AT 24" O.C. WITH NEW CLOSED CELL SPRAY FOAM INSULATION (MIN. R-49) 4' - 7 " 2' - 5"2' - 5" ALIGN B42 6' - 0 " 9' - 2 " 11 ' - 2 " 2-PL Y 1 3 / 4 " X 9 1 / 2 " L V L 13' - 6"7' - 6" 10' - 6"3' - 8" 8' - 9 " 3' - 3 " 3' - 0 " DECK BELOW NEW LARGER WINDOW AT EXIST. WINDOW LOCATION. RE-FRAME ENLARGED ROUGH OPENING, TYPICAL FOR ALL BEDROOM WINDOWS. 2-PL Y 1 3 / 4 " X 9 1 / 2 " L V L 1 A301 2 A303 1 A302 1 A302 142 SF BEDROOM 3 32 165 SF BEDROOM 2 33 11 S F CL 4 33 A UNOCCUPIED STORAGE 39K D30 D3 0 WALLS UNDER LOW ROOF AREAS, TYP VENT THROUGH ROOF ABOVE A3 0 D30 1 A303 DECK BELOW 42 SF BATHRM 31 156 SF HALL 30 12 S F CL 3 30 A 9 SF CL 5 32A 9 S F CL 6 32 B DN 2 A300 2 A300 D3 0 B42 B42 (5) TREADS AT 11" MIN. EA 3' - 8"3' - 0" LANDING LA N D I N G 3' - 2 " 8' - 6 " B48 24K 39K FRAMING PLAN NOTES FRAMING PLAN LEGEND 1. ALL DIMENSIONS ARE FROM FACE OF FRAMING U.O.N. 2. CONC. CONTRACTOR TO BE RESPONSIBLE FOR ALL CONC. CUTTING & REMOVAL. 3. 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. 4. PROVIDE DOUBLE STUDS AT JAMBS OF ALL DOORS, WINDOWS AND SIMILAR OPENINGS. 5. ALL CONNECTORS USED IN PRESSURE-TREATED WOOD FRAMING SHALL BE STAINLESS OR GALVANIZED STEEL. 6. ALL HEADERS, FLOOR JOISTS & RAFTERS ARE TO BE SPRUCE-PINE-FIR #2 OR BETTER, STUDS -STUD GRADE, U.O.N. 7. ALL HEADERS ARE TO BE 3-2X10'S UNLESS OTHERWISE SPECIFIED. 8. JOISTS: A. SHALL BE SUPPORTED LATERALLY (TO PREVENT ROTATION) AT THE ENDS BY FULL DEPTH SOLID BLOCKING NOT LESS THAN 2" NOMINAL THICKNESS OR BY ATTACHMENT TO HEADER, BAND, RIM JOIST, OR TO AN ADJOINING STUD. B. IN SEISMIC DESIGN CATEGORIES D1 AND D2, LATERAL RESTRAINT MUST BE PROVIDED AT EACH INTERMEDIATE SUPPORT R502.7. 9. NOTCHING REQUIREMENTS FOR EXTERIOR LOAD BEARING WALLS: A. LOAD BEARING WALLS CUT MORE THAN 50% MUST BE SECURED BY A METAL TIE .054 THICK BY 1 1/2 INCHES WIDE WITH 8-16D NAILS ON EACH SIDE EXCEPT WHERE EXTERIOR WALLS ARE COVERED BY SHEATHING. B. HOLES BETWEEN 40% AND 60% OF STUD DEPTH REQUIRE DOUBLE STUDS. C. NO HOLES ARE PERMITTED WITHIN 5/8 INCH OF THE EDGE OF ANY STUD. D. NO HOLES ARE PERMITTED WITHIN ON THE SAME CROSS SECTION AS A NOTCH ON ANY STUD. E. NO NOTCHES ARE PERMITTED TO BE MORE THAN 25% OF THE STUD DEPTH . R502.8., 602.6(1).(2) R602.6.1 10. ALL HEADERS, GIRDERS SUPPORTING BEAMS AND OTHER STRUCTURAL COMPONENTS ARE COVERED UNDER R301.1.3 ENGINEERED DESIGN. THESE DRAWINGS HAVE BEEN PREPARED UNDER THE DIRECT SUPERVISION AND SEALED BY A NEW YORK STATE CERTIFIED PROFESSIONAL STRUCTURAL ENGINEER IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE (ASCE-7), CROSS-LAMINATED TIMBER TO BE MANUFACTURED AND IDENTIFIED ACCORDING TO ANSI/APA PRG 320. 11. ALL TOP PLATES AND SILL PLATES SHALL BE #3 SYP OR DFL (19% MC) OR BETTER. 12. HEADERS, FLUSH BEAMS, AND DROP BEAMS SHALL BE #2 DFL OR SYP (19%MC) OR BETTER, U.O.N. 13. ALL HEADERS AND BEAMS SHALL HAVE DOUBLE STUD PACK UNDER EACH END, U.O.N. 14. SIMPSON CS20 X 48" LONG STRAPS SPACED AT 48" O.C. SHALL BE USED ALONG THE EXTERIOR OF THE BUILDING CENTERED ACROSS THE FLOOR CAVITY. 15. THE STABILITY OF THE FLOOR IS NOT ACHEIVED UNTIL THE DECKING HAS BEEN PROPERLY INSTALLED AND FASTENED. 16. ALL PENETRATIONS IN FIRE RATED PARTITIONS TO BE FIRE STOPPED AND SEALED. 17. ALL FIRE AND SMOKE RESISTANCE RATED WALL ASSEMBLIES SHALL BE IDENTIFIED AND MAINTAIN REQUIRED CONTINUITY. EXISTING WALL TO REMAIN EXISTING DOOR AND FRAME TO REMAIN TYPE ID S4 W4a W4 W4i F4 F4T W6 PARTITION ASSEMBLY 1-HOUR SHAFT WALL (UL U305) 1" TYPE X SHAFT LINER ON 4" H-STUD FRAMING WITH BATT INSULATION AT 16" O.C. ON 5/8" TYPE X GYP BD 1-HOUR FIRE-RATED WALL (UL U305) 5/8" TYPE X GYP BD ON 2X4 WD FRAMING WITH BATT INSULATION AT 16" O.C. ON 5/8" TYPE X GYP BD 1/2" GYP BD ON 2X4 WD FRAMING ON 1/2" GYP BD, TYPICAL U.O.N. SAME AS W4, WITH CLOSED CELL SPRAY FOAM INSULATION (MIN. R-20) 1/2" GYP BD ON 2X4 WD FURRING 1/2" GYP BD ON TURNED 2X4 WD FURRING 1/2" GYP BD ON 2X6 WD FRAMING ON 1/2" GYP BD WALLS WITH THIS SYMBOL INDICATE 3" SOUND-ABSORBING INSULATION IS ADDED FOR ACOUSTICAL INSULATION DESIGN LOADS: FIRST FLOOR SECOND ATTIC FLOOR DECK ROOF (PITCHED) SNOW LOADS: 40 PSF LIVE / 10 PSF DEAD 40 PSF LIVE / 10 PSF DEAD 30 PSF 100 PSF 20 PSF DEAD 50 PSF GROUND SNOW 20 PSF DEAD 115 MPH WIND EXPOSURE: B INDICATES POINT LOAD SUPPORTED BELOW INDICATES POINT LOAD FROM ABOVE NEW WALL NEW DOOR Scale Project number Date devon telberg, aia 388 Greenway Albany, NY 12208 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 10 / 7 / 2 0 2 6 4 : 0 1 : 4 2 P M As indicated A103 Attic Framing & Proposed Plan 2404 The Bergman Residence 5/27/26 76 Walton St. Saratoga Springs, NY 12866 76 Walton St Addition & Renovation 1/4" = 1'-0"1 Attic Floor Framing Plan 1/4" = 1'-0"3 Attic Floor Proposed Plan No. Description Date Door & Window Schedule Door # Quantity Width Height Door Type Daylight Area Heat Transfer Coefficient (U)Thermal Resistance (R) Fire Rating Comments X72 1 6' - 0" 6' - 8" Exterior Double Panel 25 SF 0.5510 BTU/(h·ft²·°F) 1.8150 (h·ft²·°F)/BTU - X36 2 3' - 0" 7' - 8" Exterior Single Panel 12 SF 0.1500 BTU/(h·ft²·°F) 6.6667 (h·ft²·°F)/BTU See Product Documentation Link for more information B42 6 3' - 6" 6' - 8" Interior BiFold - B60 1 5' - 0" 6' - 8" Interior BiFold - B48 1 4' - 0" 7' - 0" Interior Bifold - D28 2 2' - 4" 7' - 0" Interior Single Panel D30 8 2' - 6" 6' - 8" Interior Single Panel - D32 3 2' - 8" 6' - 8" Interior Single Panel - D32A 1 2' - 8" 7' - 0" Interior Single Panel 45-MIN CLOSER D36 4 3' - 0" 6' - 8" Interior Single Panel - S60 1 5' - 0" 6' - 8" Interior Sliding 2-Panel - A30 1 2' - 6" 4' - 0" Interior Storage Access 0.3865 BTU/(h·ft²·°F) 2.5873 (h·ft²·°F)/BTU - R-30 MIN INSULATED Window # Count Width Height Head Height Daylight Area Thermal Resistance (R) Heat Transfer Coefficient (U)Vent Area Heat Transfer Coefficient U-Factor Thermal Resistance R-value Solar Heat Gain Transmittance Visible Light Transmittance Comments 24K 1 2' - 3" 2' - 6" 4' - 6" 2.5000 (h·ft²·°F)/BTU 0.4000 BTU/(h·ft²·°F) 31A 1 2' - 7" 5' - 10" 7' - 10" 15 SF 1.8146 (h·ft²·°F)/BTU 0.5511 BTU/(h·ft²·°F) 14 SF 0.4 2.5 0.4 0.81 36A 6 3' - 0" 5' - 0" 7' - 8" 15 SF 1.8146 (h·ft²·°F)/BTU 0.5511 BTU/(h·ft²·°F) 14 SF 0.4 2.5 0.4 0.81 36C 1 2' - 6" 3' - 0" 6' - 6" 5 SF 1.8146 (h·ft²·°F)/BTU 0.5511 BTU/(h·ft²·°F) 5 SF 0.4 2.5 0.4 0.81 39K 2 2' - 3" 3' - 6" <varies> 3.0303 (h·ft²·°F)/BTU 0.3300 BTU/(h·ft²·°F) 12" / 12"12" / 12" 12" / 12" 12 " / 1 2 " 12 " / 1 2 " 8" / 12"8" / 12" ROOF OVER 1ST FLOOR NEW VENT PIPE PENETRATION WITH FLASHING, TYP. 12" / 12" EXISTING ROOF TO REMAIN: • EXIST. ASPHALT SHINGLES • EXIST. ROOF FELT • EXIST. 1X T&G BOARD SHEATHING • EXIST. 2X6 AT 24" O.C. WITH NEW CLOSED CELL SPRAY FOAM INSULATION (MIN. R-39) • NEW 2" RIGID INSULATION (MIN. R-10) • NEW 1X WD FURRING & 1/2" GWB AT FINISHED AREAS ONLY 2- P L Y 1 3 / 4 " X 1 1 1 / 4 " L V L 10 ' - 0 " NEW LVL HEADER TO SUPPORT BOTTOM OF EXISTING ROOF RAFTERS. CUT RAFTER ENDS BELOW TO CREATE NEW OPENING FOR OCCUPIED ATTIC SPACES PATCH ROOF TO RE-COVER OPENINGS NOT IN USE, TYP. LINE OF EXTERIOR WALL BELOW ROOF OVER FRONT DOOR BELOW 1/ 4 " / 1 2 " ROOF PLAN NOTES 1. ALL DIMENSIONS ARE PROVIDED FOR GENERAL INFORMATION PURPOSES ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS DURING LAYOUT AND INFORM ARCHITECT OF ANY DISCREPANCIES OR NECESSARY MODIFICATIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. 2. ± NOTATIONS ARE USED IN DIMENSION STRINGS TO ACCOUNT FOR VARIATIONS BETWEEN DRAWINGS AND FIELD CONDITIONS. 3. PATCH, REPAIR AND OTHERWISE RECONSTRUCT ROOFING SYSTEMS WHERE NEW WORK PENETRATES OR OTHERWISE AFFECTS EXISTING ROOFING SYSTEMS, AS REQUIRED TO PROVIDE A WEATHERTIGHT INSTALLATION. PROVIDE NEW MATERIALS TO MATCH EXISTING SIMILAR MATERIALS, COMPATIBLE WITH AND FULLY INTEGRATED INTO EXISTING ROOFING SYSTEMS. 4. REPAIR AND RECONSTRUCTION WORK TO EXISTING ROOFING SYSTEMS SHALL BE PROVIDED AS REQUIRED TO MAINTAIN OWNER'S EXISTING ROOFING WARRANTY AND/OR WARRANTIES. 5. ALL FLASHINGS, COPINGS, SEAMS, AND TRANSITIONS SHALL BE DONE PER ROOFING MANUFACTURER'S STANDARD DETAILS AND INSTALLATION INSTRUCTIONS. 6. FOLLOW ALL ROOFING SYSTEM MANUFACTURER'S STANDARD INSTALLATION INSTRUCTION AND DETAILS. 7. INSTALL NON-CORROSIVE FLASHING AT WALL AND ROOF INTERSECTIONS, ROOF SLOPE OR DIRECTION CHANGES AND AROUND ALL ROOF OPENINGS. FRAMING PLAN NOTES FRAMING PLAN LEGEND 1. ALL DIMENSIONS ARE FROM FACE OF FRAMING U.O.N. 2. CONC. CONTRACTOR TO BE RESPONSIBLE FOR ALL CONC. CUTTING & REMOVAL. 3. 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. 4. PROVIDE DOUBLE STUDS AT JAMBS OF ALL DOORS, WINDOWS AND SIMILAR OPENINGS. 5. ALL CONNECTORS USED IN PRESSURE-TREATED WOOD FRAMING SHALL BE STAINLESS OR GALVANIZED STEEL. 6. ALL HEADERS, FLOOR JOISTS & RAFTERS ARE TO BE SPRUCE-PINE-FIR #2 OR BETTER, STUDS -STUD GRADE, U.O.N. 7. ALL HEADERS ARE TO BE 3-2X10'S UNLESS OTHERWISE SPECIFIED. 8. JOISTS: A. SHALL BE SUPPORTED LATERALLY (TO PREVENT ROTATION) AT THE ENDS BY FULL DEPTH SOLID BLOCKING NOT LESS THAN 2" NOMINAL THICKNESS OR BY ATTACHMENT TO HEADER, BAND, RIM JOIST, OR TO AN ADJOINING STUD. B. IN SEISMIC DESIGN CATEGORIES D1 AND D2, LATERAL RESTRAINT MUST BE PROVIDED AT EACH INTERMEDIATE SUPPORT R502.7. 9. NOTCHING REQUIREMENTS FOR EXTERIOR LOAD BEARING WALLS: A. LOAD BEARING WALLS CUT MORE THAN 50% MUST BE SECURED BY A METAL TIE .054 THICK BY 1 1/2 INCHES WIDE WITH 8-16D NAILS ON EACH SIDE EXCEPT WHERE EXTERIOR WALLS ARE COVERED BY SHEATHING. B. HOLES BETWEEN 40% AND 60% OF STUD DEPTH REQUIRE DOUBLE STUDS. C. NO HOLES ARE PERMITTED WITHIN 5/8 INCH OF THE EDGE OF ANY STUD. D. NO HOLES ARE PERMITTED WITHIN ON THE SAME CROSS SECTION AS A NOTCH ON ANY STUD. E. NO NOTCHES ARE PERMITTED TO BE MORE THAN 25% OF THE STUD DEPTH . R502.8., 602.6(1).(2) R602.6.1 10. ALL HEADERS, GIRDERS SUPPORTING BEAMS AND OTHER STRUCTURAL COMPONENTS ARE COVERED UNDER R301.1.3 ENGINEERED DESIGN. THESE DRAWINGS HAVE BEEN PREPARED UNDER THE DIRECT SUPERVISION AND SEALED BY A NEW YORK STATE CERTIFIED PROFESSIONAL STRUCTURAL ENGINEER IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE (ASCE-7), CROSS-LAMINATED TIMBER TO BE MANUFACTURED AND IDENTIFIED ACCORDING TO ANSI/APA PRG 320. 11. ALL TOP PLATES AND SILL PLATES SHALL BE #3 SYP OR DFL (19% MC) OR BETTER. 12. HEADERS, FLUSH BEAMS, AND DROP BEAMS SHALL BE #2 DFL OR SYP (19%MC) OR BETTER, U.O.N. 13. ALL HEADERS AND BEAMS SHALL HAVE DOUBLE STUD PACK UNDER EACH END, U.O.N. 14. SIMPSON CS20 X 48" LONG STRAPS SPACED AT 48" O.C. SHALL BE USED ALONG THE EXTERIOR OF THE BUILDING CENTERED ACROSS THE FLOOR CAVITY. 15. THE STABILITY OF THE FLOOR IS NOT ACHEIVED UNTIL THE DECKING HAS BEEN PROPERLY INSTALLED AND FASTENED. 16. ALL PENETRATIONS IN FIRE RATED PARTITIONS TO BE FIRE STOPPED AND SEALED. 17. ALL FIRE AND SMOKE RESISTANCE RATED WALL ASSEMBLIES SHALL BE IDENTIFIED AND MAINTAIN REQUIRED CONTINUITY. EXISTING WALL TO REMAIN EXISTING DOOR AND FRAME TO REMAIN TYPE ID S4 W4a W4 W4i F4 F4T W6 PARTITION ASSEMBLY 1-HOUR SHAFT WALL (UL U305) 1" TYPE X SHAFT LINER ON 4" H-STUD FRAMING WITH BATT INSULATION AT 16" O.C. ON 5/8" TYPE X GYP BD 1-HOUR FIRE-RATED WALL (UL U305) 5/8" TYPE X GYP BD ON 2X4 WD FRAMING WITH BATT INSULATION AT 16" O.C. ON 5/8" TYPE X GYP BD 1/2" GYP BD ON 2X4 WD FRAMING ON 1/2" GYP BD, TYPICAL U.O.N. SAME AS W4, WITH CLOSED CELL SPRAY FOAM INSULATION (MIN. R-20) 1/2" GYP BD ON 2X4 WD FURRING 1/2" GYP BD ON TURNED 2X4 WD FURRING 1/2" GYP BD ON 2X6 WD FRAMING ON 1/2" GYP BD WALLS WITH THIS SYMBOL INDICATE 3" SOUND-ABSORBING INSULATION IS ADDED FOR ACOUSTICAL INSULATION DESIGN LOADS: FIRST FLOOR SECOND ATTIC FLOOR DECK ROOF (PITCHED) SNOW LOADS: 40 PSF LIVE / 10 PSF DEAD 40 PSF LIVE / 10 PSF DEAD 30 PSF 100 PSF 20 PSF DEAD 50 PSF GROUND SNOW 20 PSF DEAD 115 MPH WIND EXPOSURE: B INDICATES POINT LOAD SUPPORTED BELOW INDICATES POINT LOAD FROM ABOVE NEW WALL NEW DOOR Scale Project number Date devon telberg, aia 388 Greenway Albany, NY 12208 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 9/ 2 2 / 2 0 2 6 4 : 3 2 : 0 5 P M As indicated A104 Roof Removal, Framing and Proposed Plan 2404 The Bergman Residence 5/27/26 76 Walton St. Saratoga Springs, NY 12866 76 Walton St Addition & Renovation 1/4" = 1'-0"2 Roof Framing Proposed Plan No. Description Date Ex. First Floor 0' -0" Ex. Second Floor 11' -3 1/2" T/O Roof 34' -6" Ex. Basement -7' -6 1/2" Grade -4' -0" 13 ' - 9 1 / 2 " 9' - 5 " 11 ' - 3 1 / 2 " 7' - 6 1 / 2 " Ex. Attic 20' -8 1/2" ORIGINAL HISTORIC BLDG EXISTING TO REMAIN NEW ADDITION NEW RETAINING WALL AT MIN. +1' -0" ABOVE GRADE PLANE Addition T.O.S. -8' -6" RE-GRADE EXTG EARTH 1:2 SLOPE MAX. FROM ORIGINAL BLDG TO END OF RETAINING WALL S.M. FLASHING UNDER SIDING, TYP. NEW WALL PENETRATION FOR STOVE HOOD EXHAUST NEW EGRESS WINDOW & WINDOW WELL NEW WOOD GUARD RAIL, TYP. 1/4" 12" 36C Ex. First Floor 0' -0" Ex. Second Floor 11' -3 1/2" T/O Roof 34' -6" Ex. Basement -7' -6 1/2" Grade -4' -0" Ex. Attic 20' -8 1/2" X72 36A 36A 11 1 / 2 " 3' - 6 1 / 2 " 4' - 0 " 11 ' - 3 1 / 2 " 9' - 5 " 13 ' - 9 1 / 2 " SLOPE SLOPE Addition T.O.S. -8' -6" REPLACE EXISTING TRIANGULAR- TOPPED WINDOW, REPAIR ROUGH OPENING. PROVIDE WD SUPPORT, SMART TRIM AND SILL. ROOF TYPE 3 (DECK ON TPO ROOF) 1x4 TREX DECKING ON PRESSURE-TRD WD SLEEPERS ON TPO MEMBRANE FULLY ADHERED WITH HEAT-WELDED SEAMS ON 5/8" THK COVER BOARD ON R-10 (MIN. 2") RIGID INSULATION ON 3/4" THK EXTERIOR GRADE PLY SHEATHING ON 2X10 WD FRAMING AT 16" O.C. WITH R-19 FACED BATT INSULATION REPAIR EXISTING LOUVERED ATTIC VENTS TO REMAIN, PAINT SAME COLOR AS TRIM 36A 36A 36AEXTERIOR WALL -PTD BD ON 2X8 PTD 3/4" THK BOARD ON CONT. WEATHER BARRIER ON 1/2" EXT GRADE PLY SHEATHING ON 2X8 WD FRAMING WITH FACED BATT INSULATION (MIN R-21) ON PTD 1/2" GWB X36 NEW WINDOW AT EXISTING LOCATION TO MATCH ORIGINAL CONSTRUCTION AT ADJACENT WINDOWS NEW DOOR TO ACCESS ROOF DECK AT SAME LOCATION AS EXISTING WINDOW 39K 31A AR E A 2' - 1 0 " C L R AREA 2' - 3" CLR Ex. First Floor 0' -0" Ex. Second Floor 11' -3 1/2" T/O Roof 34' -6" Grade -4' -0" Ex. Attic 20' -8 1/2" EXISTING TO REMAIN 13 ' - 9 1 / 2 " 9' - 5 " 11 ' - 3 1 / 2 " 4' - 0 " NEW RAILING ON EXTG STAIR, 3' -6" HT PATCH AND REPAIR EXTG STAIR AND FRONT DOOR, STAIN AND SEAL SCRAPE, PATCH, REPAIR ALL EXISTING WOOD TRIMWORK AND DOOR AWNINGS. PAINT ACCORDING TO OWNER'S SELECTED COLOR, TYP. 76 ADDRESS IDENTIFICATION NEW PAINT ON EXTG WOOD SHINGLES NEW EGRESS WINDOW WELL 24K Ex. First Floor 0' -0" Ex. Second Floor 11' -3 1/2" T/O Roof 34' -6" Ex. Basement -7' -6 1/2" Grade -4' -0" Ex. Attic 20' -8 1/2" NEW WINDOW AT ATTIC BEDROOM 36A 39K 13 ' - 9 1 / 2 " 9' - 5 " 11 ' - 3 1 / 2 " 4' - 0 " 3' - 6 1 / 2 " SCRAPE, PATCH, REPAIR ALL EXISTING WOOD TRIMWORK AND DOOR AWNINGS. PAINT ACCORDING TO OWNER'S SELECTED COLOR, TYP. REPAIR EXISTING BASEMENT WINDOWS AND RETROFIT FOR NEW MECHANICAL WORK EXTERIOR WALL -WD SHAKE SIDING ON 2X8 PTD WD SHAKES ON WEATHER BARRIER ON 3/4" EXT. GRADE PLY SHEATHING ON 2X8 WD FRAMING AT 16" O.C. WITH R-21 BATT INSULATION ON VAPOR BARRIER ON PTD. 1/2" GWB 3' - 7 " NEW ADDITION EXISTING TO REMAIN X36 Scale Project number Date devon telberg, aia 388 Greenway Albany, NY 12208 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 10 / 7 / 2 0 2 6 4 : 0 2 : 0 8 P M 3/16" = 1'-0" A200 Exterior Elevations 2404 The Bergman Residence 5/27/26 76 Walton St. Saratoga Springs, NY 12866 76 Walton St Addition & Renovation 3/16" = 1'-0"1 West Elevation 3/16" = 1'-0"2 South Elevation 3/16" = 1'-0"3 North Elevation 3/16" = 1'-0"4 East Elevation No. Description Date Ex. First Floor 0' -0" Ex. Second Floor 11' -3 1/2" T/O Roof 34' -6" Ex. Basement -7' -6 1/2" Grade -4' -0" Ex. Attic 20' -8 1/2" 1 A301 2 A303 Addition T.O.S. -8' -6" 2 A301 HALL 30 BATHRM 31 BEDROOM 2 33 KITCHEN 13 HALL 10Q BATHRM 10P PLAYROOM 24 2 A300 8' - 0 " C H 8' - 8 " C H PASSAGE 21 CL 23A EXISTING ROOF TO REMAIN: • EXIST. ASPHALT SHINGLES • EXIST. ROOF FELT • EXIST. 1X T&G BOARD SHEATHING • EXIST. 2X6 AT 24" O.C. WITH NEW CLOSED CELL SPRAY FOAM INSULATION (MIN. R-39) • NEW 2" RIGID INSULATION (MIN. R-10) • NEW 1X WD FURRING & 1/2" GWB AT FINISHED AREAS ONLY NEW CLOSED CELL SPRAY INSULATION (MIN R-30) AT EXISTING EXTERIOR WALL BRICK ON 2X6 WD FRAMING TO REMAIN, TYP. CONTINUOUS 1-HOUR FIRE-RATED SEPARATION REQUIRED AT SECOND FLR FLOOR ASSEMBLY, AND STAIR ENCLOSURE. PROVIDE NEW COLLAR TIES AT NEW CEILING CONSTRUCTION. Ex. First Floor 0' -0" Ex. Second Floor 11' -3 1/2" T/O Roof 34' -6" Ex. Basement -7' -6 1/2" Grade -4' -0" Ex. Attic 20' -8 1/2" 1 A302 Addition T.O.S. -8' -6" 1 A300 BATHRM 31 BEDROOM 3 32 HALL 30 DINING 10T KITCHEN 10U DINING 17 KITCHEN 13 LIVING 12 FAMILY ROOM 25 PASSAGE 21 CL 23A BEDROOM 23 STRUC BEAM SUPPORT NON-STRUC SOFFIT NEW ADDITIONORIGINAL BUILDING 9' - 7 " 8' - 0 " HALF BATH 10C ROOF TYPE 3 (DECK ON TPO ROOF) 1x4 TREX DECKING ON PRESSURE-TRD WD SLEEPERS ON TPO MEMBRANE FULLY ADHERED WITH HEAT-WELDED SEAMS ON 5/8" THK COVER BOARD ON R-10 (MIN. 2") RIGID INSULATION ON 3/4" THK EXTERIOR GRADE PLY SHEATHING ON 2X10 WD FRAMING AT 16" O.C. WITH R-19 FACED BATT INSULATION EXTERIOR WALL -PTD BD ON 2X8 PTD 3/4" THK BOARD ON CONT. WEATHER BARRIER ON 1/2" EXT GRADE PLY SHEATHING ON 2X8 WD FRAMING WITH FACED BATT INSULATION (MIN R-21) ON PTD 1/2" GWB 1/2" GWB ON NEW 2X6 WD AT 24" OC. RAFTER TIES FLOOR ASSEMBLY (NEW) NEW FINISH FLOORING ON NEW SOUND MAT ON 1/2" OSB PLY. SUBFLOOR ON 2X10 SP #1 WD FRAMING AT 12" O.C. WITH SAB BATT INSULATION ON 7/8" RESILIENT CHANNELS AT 12" O.C. ON (1) LAYER PTD. GWB CEILING FOUNDATION FLOOR 4" CONC. WITH 6X6 W2.9 W.W.F. ON 6 MM POLYETHYLENE VAPOR BARRIER ON R-10 POLYISOCYANURATE RIGID INSULATION ON 4" COMPACTED GRAVEL BASE X72 36A Scale Project number Date devon telberg, aia 388 Greenway Albany, NY 12208 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 9/ 2 2 / 2 0 2 6 4 : 3 2 : 1 7 P M 1/4" = 1'-0" A300 Overall Building Sections 2404 The Bergman Residence 5/27/26 76 Walton St. Saratoga Springs, NY 12866 76 Walton St Addition & Renovation 1/4" = 1'-0"1 Building Cross-Section North-South 1/4" = 1'-0"2 Overall Building Section East-West No. Description Date 14 15Ex. First Floor 0' -0" Ex. Second Floor 11' -3 1/2" Ex. Basement -7' -6 1/2" Ex. Attic 20' -8 1/2" T/O LANDING Addition T.O.S. -8' -6" T/O FOUNDATION WALL 8' - 6 " 36A PROVIDE NEW 1/2" GYP BD (PTD FINISH) AND CLOSED CELL SPRAY FOAM INSULATION (R-20 MIN.) TO EXTG ATTIC 2X4 WD FRAMING, TYP. T/O SILL HT PROTECTIVE BOARD ON R-10 RIGID INSULATION, TYP. ORIGINAL STONE FOUNDATION WALL TO REMAIN F42X4 WD FRAMING ON SHIMS ON EXTG STONE FOUNDATION WALL, WALLS TO BE PLUMB, TYP. CONTRACTOR TO V.I.F. TOP OF WALL CONDITION, SECURE NEW STRUCTURAL FRAMING TO EXISTING PROVIDE NEW HDWD FLOOR FINISH ON NEW FLOOR STRUCTURAL ASSEMBLY, TYP. EXIST. BRICK ON 2X4 WD FRAMING TO REMAIN. REMOVE INSULATION IN CAVITY AT NEW ADDITION LOCATIONS. RE-FINISH WITH PTD 1/2" THK. GWB. A302 6 A500 5 LEDGER, P.T. 2X10 THRU-BOLTED TO RIM W/2 GALV. 1/2" BOLTS OR LAG BOLTED WITH LEDGE LOCK, TYP. LEDGER, P.T. 2X10 THRU-BOLTED TO RIM W/2 GALV. 1/2" BOLTS OR LAG BOLTED WITH LEDGE LOCK, TYP. A500 10 GUTTER, TYP. 7' - 4 1/2" ABOVE SLAB 137 SF PRIME BEDRM 10H 157 SF BEDROOM 14 367 SF LIVING 12 ELEC RM 10Z INFILL WALL AT DOOR OPENING TO MATCH ADJACENT WALL CONSTRUCTION WITH SALVAGED BRICK ON 2X4 WD FRAMING. FINISH WITH PTD 1/2" THK. GWB. X36 + 9' - 7" AFF B/O FIN. CLG 1/2" GWB ON 2X4 WD FRAMING WITH CLOSED CELL SPRAY INSULATION (MIN. R-20ci) BETWEEN STUDS SECURED TO FOUNDATION WALL, TYP. 1/2" FOAM ISOLATION JOINT EXISTING CONC. FOOTING, V.I.F. FOUNDATION FLOOR 4" CONC. WITH 6X6 W2.9 W.W.F. ON 6 MM POLYETHYLENE VAPOR BARRIER ON R-10 POLYISOCYANURATE RIGID INSULATION ON 4" COMPACTED GRAVEL BASE 2 R I S E R S A T 6 3 / 4 " E A . 1' - 1 " 3' - 6" MIN. FLOOR ASSEMBLY (1 HR FIRE-RATED) NEW FINISH FLOORING ON NEW SOUND MAT ON NEW 1/2" OSB PLY. SUBFLOOR ON EXIST. WD 2X10 FRAMING WITH NEW SAB BATT INSULATION ON NEW 7/8" RESILIENT CHANNELS AT 16" O.C. ON (2) LAYERS PTD. TYPE X GWB CEILING CL 25A ELEC RM 10Z FLOOR ASSEMBLY (NEW) NEW FINISH FLOORING ON NEW SOUND MAT ON 1/2" OSB PLY. SUBFLOOR ON 2X10 SP #1 WD FRAMING AT 12" O.C. WITH SAB BATT INSULATION ON 7/8" RESILIENT CHANNELS AT 12" O.C. ON (1) LAYER PTD. GWB CEILING Ex. First Floor 0' -0" Ex. Second Floor 11' -3 1/2" Ex. Basement -7' -6 1/2" Grade -4' -0" Ex. Attic 20' -8 1/2" 1 A302 Addition T.O.S. -8' -6" LEDGER, P.T. 2X10 THRU-BOLTED TO RIM W/ 2 GALV. 1/2" BOLTS OR LAG BOLTED WITH LEDGE LOCK, TYP. 7' - 6 " C H FLOOR ASSEMBLY (NEW) NEW FINISH FLOORING ON NEW SOUND MAT ON 1/2" OSB PLY. SUBFLOOR ON 2X10 SP #1 WD FRAMING AT 12" O.C. WITH SAB BATT INSULATION ON 7/8" RESILIENT CHANNELS AT 12" O.C. ON (1) LAYER PTD. GWB CEILING FOUNDATION FLOOR 4" CONC. WITH 6X6 W2.9 W.W.F. ON 6 MM POLYETHYLENE VAPOR BARRIER ON R-10 POLYISOCYANURATE RIGID INSULATION ON 4" COMPACTED GRAVEL BASE EXTERIOR WALL -PTD BD ON 2X8 PTD 3/4" THK BOARD ON CONT. WEATHER BARRIER ON 1/2" EXT GRADE PLY SHEATHING ON 2X8 WD FRAMING WITH FACED BATT INSULATION (MIN R-21) ON PTD 1/2" GWB (2 ) R I S E R S A T 5 1 / 4 " H E A 11 1 / 2 " 1/2" THK PTD. GWB ON 2X4 WD STUD FRAMING SISTERED LEVEL TO SLOPED ROOF STRUC. JOISTS. BLOCKING AS REQUIRED ROOF TYPE 3 (DECK ON TPO ROOF) 1x4 TREX DECKING ON PRESSURE-TRD WD SLEEPERS ON TPO MEMBRANE FULLY ADHERED WITH HEAT-WELDED SEAMS ON 5/8" THK COVER BOARD ON R-10 (MIN. 2") RIGID INSULATION ON 3/4" THK EXTERIOR GRADE PLY SHEATHING ON 2X10 WD FRAMING AT 16" O.C. WITH R-19 FACED BATT INSULATION 3' - 6 " M I N . FLOOR TYPE 3 (ATTIC) NEW FLOOR FINISH ON 3/4" PLY SUBSTRATE ON SPF 2x10 AT 16" O.C. (TOP TO BE FLUSH WITH EX. 2X6 JOISTS) ON 1/2" GWB TOP OF CONC. RETAINING WALL BEDROOM 3 32 KITCHEN 10U KITCHEN 13 LIVING 12 FAMILY ROOM 25 PASSAGE 21 DRILL AND EPOXY #4 DOWELS INTO EXISTING FOOTING AT 24" O.C. TRENCH DRAIN TO PERFORATED DRAIN AT FOUNDATION FOOTING RECONSTRUCT EDGE OF CONC. SLAB AT NEW OPENING EXIST. HDWD FIN FLR ON F.J. TO BE SANDED AND REFINISHED, TYP. WD CROSS-BRACING SUPPORT, TYP. WD BLOCKING 2-PLY 1 3/4" X 14" LVL HDR STL LINTEL L5X3-1/2X1/2 A302 3 NEW DRIP EDGE METAL FLASHING AT BOTTOM OF BRICK, TYP. 39K 36A X72 2' - 8 " 36A X36 NEW CLOSED CELL SPRAY INSULATION (MIN R-30) AT EXISTING EXTERIOR WALL BRICK ON 2X6 WD FRAMING TO REMAIN, TYP. FLOOR ASSEMBLY (1 HR FIRE-RATED) NEW FINISH FLOORING ON NEW SOUND MAT ON NEW 1/2" OSB PLY. SUBFLOOR ON EXIST. WD 2X10 FRAMING WITH NEW SAB BATT INSULATION ON NEW 7/8" RESILIENT CHANNELS AT 16" O.C. ON (2) LAYERS PTD. TYPE X GWB CEILING GUTTER, TYP. Scale Project number Date devon telberg, aia 388 Greenway Albany, NY 12208 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 9/ 2 2 / 2 0 2 6 4 : 3 2 : 2 0 P M 1/2" = 1'-0" A301 Building Sections at Addition 2404 The Bergman Residence 5/27/26 76 Walton St. Saratoga Springs, NY 12866 76 Walton St Addition & Renovation 1/2" = 1'-0"1 Overall Section at Asphalt Roof Typical 1/2" = 1'-0"2 Section 1 No. Description Date 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Ex. First Floor 0' -0" Ex. Second Floor 11' -3 1/2" Ex. Basement -7' -6 1/2" Grade -4' -0" 1 A301 1 A301 Addition T.O.S. -8' -6" OPEN TO BEYOND OPEN TO BEYOND UNOCCUPIED SPACE UNDER STAIR FINISH FLOOR, SEE INTERIOR DWGS, TYP. (4 ) R I S E R S A T 7 " E A 8' - 6 " A302 2 A302 4 A302 8 7' - 7 " C H EXTERIOR WALL -LAP SIDING ON 2X8 HARDIPLANK SIDING ON WEATHER BARRIER ON 3/4" EXT. GRADE PLY SHEATHING ON 2X8 WD FRAMING AT 16" O.C. WITH R-21 BATT INSULATION ON VAPOR BARRIER ON PTD. 1/2" GWB (TYPICAL AT 1ST FL) ROOF TYPE 3 (DECK ON TPO ROOF) 1x4 TREX DECKING ON PRESSURE-TRD WD SLEEPERS ON TPO MEMBRANE FULLY ADHERED WITH HEAT-WELDED SEAMS ON 5/8" THK COVER BOARD ON R-10 (MIN. 2") RIGID INSULATION ON 3/4" THK EXTERIOR GRADE PLY SHEATHING ON 2X10 WD FRAMING AT 16" O.C. WITH R-19 FACED BATT INSULATION FOUNDATION FLOOR 4" CONC. WITH 6X6 W2.9 W.W.F. ON 6 MM POLYETHYLENE VAPOR BARRIER ON R-10 POLYISOCYANURATE RIGID INSULATION ON 4" COMPACTED GRAVEL BASE FLOOR ASSEMBLY (NEW) NEW FINISH FLOORING ON NEW SOUND MAT ON 1/2" OSB PLY. SUBFLOOR ON 2X10 SP #1 WD FRAMING AT 12" O.C. WITH SAB BATT INSULATION ON 7/8" RESILIENT CHANNELS AT 12" O.C. ON (1) LAYER PTD. GWB CEILING 36A METAL TERMITE SHIELD AT 45 DEG. ANGLE, SEAL ALL SEAMS AND HOLES, TYP. BITUMINOUS, FIBERGLASS REINF. DAMP PROOFING 2X6 TREATED WOOD PLATE W/ 1/2" 10" 8" CONC. FOUNDATION WALLS, #4 VERTICAL REBAR AT 4'-0" OC., 6" INTO FOOTING 2 A301 2 A301 EQ EQ 1/2" GWB ON 2X4 WD FRAMING WITH CLOSED CELL SPRAY INSULATION (MIN. R-13) BETWEEN STUDS SECURED TO FOUNDATION WALL, TYP. 4' - 0 " T Y P . 11 1 / 2 " INFILL OPENING WITH BRICK ON WD FRAMING TO MATCH ADJ. + 7' - 4 1/2" AFF TOP OF LANDING (1 3 ) R I S E R S A T 6 3 / 4 " E A . 7' - 4 " EXTERIOR WALL -PTD BD ON 2X8 PTD 3/4" THK BOARD ON CONT. WEATHER BARRIER ON 1/2" EXT GRADE PLY SHEATHING ON 2X8 WD FRAMING WITH FACED BATT INSULATION (MIN R-21) ON PTD 1/2" GWB ROOF TYPE 3 (DECK ON TPO ROOF) 1x4 TREX DECKING ON PRESSURE-TRD WD SLEEPERS ON TPO MEMBRANE FULLY ADHERED WITH HEAT-WELDED SEAMS ON 5/8" THK COVER BOARD ON R-10 (MIN. 2") RIGID INSULATION ON 3/4" THK EXTERIOR GRADE PLY SHEATHING ON 2X10 WD FRAMING AT 16" O.C. WITH R-19 FACED BATT INSULATION HOT WELD PER TPO MANF. EXTERIOR SILICONE SEALANT PER TPO MANF. SPEC METAL EDGE FLASHING PER TPO MANF. METAL COUNTERFLASHING PER TPO MANF. SECURED TO WD BLOCKING, TYP. EXTERIOR SILICONE SEALANT PTD. 1X SMART TRIM FRIEZE SELF-ADHERED FLASHING ON 1/2" PLY ON WD BLOCKING EXTERIOR WALL -PTD BD ON 2X8 PTD 3/4" THK BOARD ON CONT. WEATHER BARRIER ON 1/2" EXT GRADE PLY SHEATHING ON 2X8 WD FRAMING WITH FACED BATT INSULATION (MIN R-21) ON PTD 1/2" GWB Ex. First Floor 0' -0" EXT INT PROTECTIVE FOUNDATION PRE-MIXED 100% ACRYLIC TROWEL-ON COATING DOWN TO -12" BELOW GRADE METAL TERMITE SHIELD AT 45 DEG. ANGLE, 1 1/2" MIN. LENGTH, SEAL ALL SEAMS AND HOLES, TYP. CONT. WEATHER BARRIER POLYETHYLENE SELF-ADHERED MEMBRANE FLASHING OVERLAPPING WEATHER BARRIER AND TOP OF FOUNDATION WALL ASSEMBLY 2" THK RIGID INSULATION, TYP. SILL SEALER, TYP. 2X6 PRT WD PLATE 1 1/2" DIA. #10 LG ANCHOR BOLTS AT 48" O.C., TYP. BITUMINOUS, FIBERGLASS REINF. DAMPPROOFING, TYP.2X4 WD FURRING ON CONC. FOUNDATION WALL, TYP. 1/2" PTD. GWB ON CLOSED CELL SPRAY FOAM INSULATION (MIN R-13), TYP. TYP. FOUNDATION WALL EXTERIOR WALL -PTD BD ON 2X8 PTD 3/4" THK BOARD ON CONT. WEATHER BARRIER ON 1/2" EXT GRADE PLY SHEATHING ON 2X8 WD FRAMING WITH FACED BATT INSULATION (MIN R-21) ON PTD 1/2" GWB WEB STIFFENER & CLOSED CELL SPRAY FOAM AT JOIST ENDS, TYP. Ex. First Floor 0' -0" PROTECTIVE FOUNDATION PRE-MIXED 100% ACRYLIC TROWEL-ON COATING DOWN TO -12" BELOW GRADE METAL TERMITE SHIELD AT 45 DEG. ANGLE, 1 1/2" MIN. LENGTH, SEAL ALL SEAMS AND HOLES, TYP. CONT. WEATHER BARRIER, TYP. POLYETHYLENE SELF-ADHERED MEMBRANE FLASHING OVERLAPPING WEATHER BARRIER AND TOP OF FOUNDATION WALL ASSEMBLY, TYP. 2" THK RIGID INSULATION, TYP. SILL SEALER, TYP. 2X6 PRT WD PLATE 1 1/2" DIA. 10 LG ANCHOR BOLTS AT 48" O.C., TYP. BITUMINOUS, FIBERGLASS REINF. DAMPPROOFING, TYP. 2X4 WD FURRING ON CONC. FOUNDATION WALL, TYP. 1/2" PTD. GWB ON CLOSED CELL SPRAY FOAM INSULATION (MIN R-13), TYP. EXT TYP. SIDING 1X12 FREIZE BOARD TYP. FOUNDATION WALL 2X12 HDWD STAIR STRINGER, TYP. 2X6 HDWD STAIR LANDING EXTERIOR WALL -PTD BD ON 2X8 PTD 3/4" THK BOARD ON CONT. WEATHER BARRIER ON 1/2" EXT GRADE PLY SHEATHING ON 2X8 WD FRAMING WITH FACED BATT INSULATION (MIN R-21) ON PTD 1/2" GWB INT Addition T.O.S. -8' -6" TYP. FOOTING 1' - 4" BITUMINOUS, FIBERGLASS REINF. FOUNDATION DAMPPROOFING, TYP. 3/4" STONE SURROUND WRAPPED IN GEO-FABRIC WRAP, TYP. 6" DIA. PERFORATED PVC DRAINPIPE, TYP 1" COMPRESSIBLE FILL AT FLOOR EDGE, TYP FOUNDATION FLOOR 4" CONC. WITH 6X6 W2.9 W.W.F. ON 6 MM POLYETHYLENE VAPOR BARRIER ON R-10 POLYISOCYANURATE RIGID INSULATION ON 4" COMPACTED GRAVEL BASE TYP. WALL 8"1/2" GWB ON 2X4 WD FRAMING WITH CLOSED CELL SPRAY INSULATION (MIN. R-13) BETWEEN STUDS SECURED TO FOUNDATION WALL, TYP. 2-#4 REBAR TOP & BTM (TYP) 2X4 STOUT KEYWAY PVC WATERSTOP 8" 8" CONC. FOUNDATION WALLS, #4 VERTICAL REBAR AT 4'-0" OC., 6" INTO FOOTING, TYP. Addition T.O.S. -8' -6" 9 1/4" -9' - 6" T/O FOOTING POLYETHYLENE VAPOR BARRIER, TYP. R-10 XPS RIGID INSULATION 4" CONC SLAB SELF-ADHERED MEMBRANE ACROSS JOINTS, UNDER SILL, AND EXTEND EXTERIOR SIDE UNDER DRAINAGE MAT 4" GRAVEL 6" PERF. PVC DRAINAGE PIPE, TYP. 6" X 6" TRENCH DRAIN EMBEDDED INTO CONC. SLAB, CENTER LINE ALIGNED WITH ROOF EDGE OVERHANG ABOVE BLUESTONE ON 4" CONC. ON 4" GRAVEL DRAINAGE MAT EXTEND R-10 XPS RIGID INSULATION TO TRENCH DRAIN TYP. FINISH FLOOR 1' - 8" 1/4" / 12" Scale Project number Date devon telberg, aia 388 Greenway Albany, NY 12208 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 9/ 2 2 / 2 0 2 6 4 : 3 2 : 2 2 P M As indicated A302 Building Section and Details at Addition 2404 The Bergman Residence 5/27/26 76 Walton St. Saratoga Springs, NY 12866 76 Walton St Addition & Renovation 1/2" = 1'-0"1 Building Cross Section at Stair 1 1/2" = 1'-0"2 Section Detail at Typical TPO Roof Edge 1 1/2" = 1'-0"4 Section Detail at Typical Sill Detail 1 1/2" = 1'-0"6 Section Detail at Top Sill at Stair Stringer 1 1/2" = 1'-0"8 Typ. Section Detail at Bottom of Foundation Wall 1 1/2" = 1'-0"3 Section Detail at Foundation & Door Sill No. Description Date Ex. First Floor 0' -0" Ex. Second Floor 11' -3 1/2" Ex. Attic 20' -8 1/2" ENTRY 10 NEW PTD. GWB FINISH AT FLOOR EDGE, WD BLOCKING, TYP. 17 R I S E R S A T 8 " E A EX I S T I N G N O N - C O N F O R M I N G S T A I R 11 ' - 3 1 / 2 " TOP OF LANDING EXISTING LOAD-BEARING WALL BEYOND TO REMAIN NEW PTD. (2) LAYERS 5/8" TYPE X GWB ON WD FRAMING ON NEW STL BEAM, TYP. 1 3/4" X 9 1/4" LVL, SEE FRAMING PLAN 2X12 HDWD STAIR STRINGER (CLOSED) AT WALL SIDE 2X6 HDWD LANDING EXISTING ROOF ASSEMBLY AND RAFTERS TO REMAIN 1 1 / 2 " FLOOR TYPE 3 (ATTIC) NEW FLOOR FINISH ON 3/4" PLY SUBSTRATE ON SPF 2x10 AT 16" O.C. (TOP TO BE FLUSH WITH EX. 2X6 JOISTS) ON 1/2" GWB HEAD CLR OBSTRUCTION MAX. 1 A300 1 A303 6' - 0 3 / 4 " 8' - 7 1 / 4 " C H + 6' - 9" AFF STORAGE 10B HALL 30 CL 6 32B KITCHEN 10U KITCHEN 13 3' - 0 " M I N . FLOOR ASSEMBLY (1 HR FIRE-RATED) NEW FINISH FLOORING ON NEW SOUND MAT ON NEW 1/2" OSB PLY. SUBFLOOR ON EXIST. WD 2X10 FRAMING WITH NEW SAB BATT INSULATION ON NEW 7/8" RESILIENT CHANNELS AT 16" O.C. ON (2) LAYERS PTD. TYPE X GWB CEILING EXISTING STAIR & RAIL TO REMAIN EXISTING FRONT ENTRY DOOR TO REMAIN EXISTING EXTERIOR FEATURES TO REMAIN EXISTING WINDOW TO REMAIN NEW CLOSED CELL SPRAY INSULATION (MIN R-30) AT EXISTING EXTERIOR WALL BRICK ON 2X6 WD FRAMING TO REMAIN, TYP. NEW CLOSED CELL SPRAY INSULATION (MIN R-30) AT EXISTING EXTERIOR WALL WD SIDING ON 2X6 WD FRAMING TO REMAIN, TYP. ACOUSTIC BATT INSULATION IN WALLS ADJACENT TO STAIRS, TYP. (1 2 ) R I S E R S A T 6 3 / 4 " E A 6' - 9 " 7' - 0 " Ex. Second Floor 11' -3 1/2" T/O Roof 34' -6" Ex. Attic 20' -8 1/2" 2 A303 2 A300 UNOCCUPIED SPACE UNDER STAIR HALL 30 DINING 10T STORAGE 10B OPEN TO BEYOND + 6' - 9" AFF (5 ) R I S E R S A T 6 3 / 4 " E A 2' - 9 " T/O LANDING 3' - 0 " M I N . 1/2" PTD. GWB ON ED BLOCKING AT UNDERSIDE OF STAIR 7' - 0 " CUSTOM SHELVING BELOW STAIR CONSTRUCTION AT HEIGHTS UNDER 7'-0" HT AFF 6' - 1 " Ex. First Floor 0' -0" Ex. Basement -7' -6 1/2" Grade -4' -0" EXISTING EXTERIOR WALL TO REMAIN, TYP. EXISTING FOUNDATION WALL TO REMAIN, TYP. TYPICAL FOUNDATION ASSEMBLY, REFER TO TYP. FOOTING DETAIL 4" DEPTH GRAVEL BASE AT BOTTOM OF EGRESS WELL TYP. 8" THK. CONC. WALL EGRESS LADDER FROM TOP OF EGRESS WELL TO TOP OF CONCRETE WALL 1' - 0 " M I N . Ex. First Floor 0' -0" Grade -4' -0" 1' -6" DIA. CONC. FOOTINGS, MIN. 4' -0" DEEP BELOW GRADE AT EACH WD POST COLUMN 4X4 PRTD WD POST COLUMNS (2) 2X10 PRTD WD FRAMING HANDRAIL, MIN 36" FROM TOP OF STEP, SECURED TO WD FRAMING BELOW TO RESIST MIN. 250#, TYP. 4" THK CONC. PAD LANDING ON 4" GRAVEL SECURE BOTTOM OF STRINGER TO CONC. PAD 2X TREX COMPOSITE DECK BOARD ON PRTD WD FRAMING Scale Project number Date devon telberg, aia 388 Greenway Albany, NY 12208 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 9/ 2 2 / 2 0 2 6 4 : 3 2 : 2 4 P M 1/2" = 1'-0" A303 Sections at Stairs & Egress 2404 The Bergman Residence 5/27/26 76 Walton St. Saratoga Springs, NY 12866 76 Walton St Addition & Renovation 1/2" = 1'-0"2 Section at Attic Stair - East-West 1/2" = 1'-0"1 Cross-Section at Attic Stair 1/2" = 1'-0"3 Section at Basement Egress Window 1/2" = 1'-0"4 Section at Rear Deck Entrance No. Description Date