The URL can be used to link to this page

Home My WebLink About20240752 76 Walton Second Floor Addition ApplicationRevised 01/2021 APPLICATION FOR: ARCHITECTURAL / HISTORIC REVIEW APPLICANT(S)* OWNER(S) (If not applicant) ATTORNEY/AGENT Name Address Phone / / / Email Identify primary contact person:  Applicant Owner Attorney/Agent * An applicant must be the property owner, lessee, or one with an option to lease or purchase the property in question. Applicant’s interest in premises: Owner Lessee Under option to lease or purchase PROPERTY INFORMATION Property Address/Location: Tax Parcel #: . - - (for example: 165.52 – 4 – 37 ) Current Zoning District: Property use:  Residential Non-residential/mixed-use Type of Review:  Architectural Historic Extension/modification (of current approval) Summary description of proposed action: Has a previous application been filed with the DRC for this property? No  Yes – date(s)? _____________________ -App. No.(s)? _________________ Date Acquired by Owner: _________________ **HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED** CITY OF SARATOGA SPRINGS DESIGN REVIEW COMMISSION CIT< +ALL %ROA':A< 6ARATO*A 6PRIN*6 N(: <OR. T(L: ; www.saratoga-springs.org [FOR OFFICE USE] _______________ ASSOicatiRn ____________ Date receiYed @@@@@@@@@@@@@@@@@@@@@@@@@@ 3rRMect TitlH 6taII RHYiHZ BBBBBBBBBBBBBBB 640 Johnson Spooner Road Castleton Vt William BergmanWilliam Bergman billyb12308@yahoo.com 76 Walton St 165 51 1 26 UR-3 ■ Renovation of current structure and new second floor addition atop current non-historical rear extension. 9177491360 10-5-23 **A “complete” application consists of 1 hard copy (original) , and 1 electronic copy of application & ALL other materials as required below: New Construction / Additions Color photographs showing site/exterior details of existing structures and adjacent properties Site plan, drawn to scale, showing existing & proposed construction, property lines & dimensions, required & proposed setbacks & lot coverage, site features (fences, walks, trees, etc.); on no larger than 2’x3’ sheet – smaller preferred if legible Elevation drawings showing design of all sides of existing & proposed construction – label dimensions, colors, materials, lighting (fixture & lamp type, wattage), etc. - include compass bearing & scale; no larger than 2’x3’ sheet – smaller permitted if legible Floor plans for proposed structure; on sheet no larger than 2’x3’ – smaller permitted if legible Product literature, specifications and samples of proposed materials and colors Change in exterior building materials (windows, doors, roof, siding, etc.), or color (in non-residential districts only) Color photographs showing site/exterior details of existing structures and that illustrate affected features Elevation drawings showing all sides of existing & proposed construction – label dimensions, colors, materials, lighting (fixture & lamp type, wattage), etc. - include compass bearing & scale; no larger than 2’x3’ sheet – smaller permitted if legible Product literature, specifications and samples of proposed materials and colors Within front yard setbacks in Historic Districts only (Front setbacks: UR-1 & INST-HTR=30’; UR-4=25’; UR-2, UR-3 & NCUD-1=10’) -Installation, removal or change in material of drive- and walkways -Installation or removal of architectural, sculptural or vegetative screening over 3’ in height -Installation of accessory utility structures or radio/satellite transmission/reception devices (more than 2’ diameter) For any of above: Color photographs showing site/exterior details of existing structures, and of adjacent properties Site plan showing existing & proposed construction: include property lines & dimensions, required & proposed setbacks & lot coverage, site features (fences, walks, trees, etc.) street names, compass bearing & scale; no larger than 2’x3’ sheet – smaller preferred if legible Product literature, specifications and samples of proposed materials and colors Signage / Awnings Color photographs showing site/exterior details of existing structures, and adjacent properties Plan showing location of proposed sign/awning structure on building/premises: no larger than 11”x17” Scaled illustration of proposed sign/awning structure and lettering (front view & profile): include all dimensions of structure; type, dimensions and style of lettering or logo; description of colors, materials, mounting method and hardware Descriptions, specifications of proposed lighting including fixture & lamp type, wattage, mounting method, and location Product literature, specifications and samples of proposed materials and colors Demolition Color photographs showing site/exterior details of existing structures, and of adjacent properties Site plan showing existing and any proposed structures - include dimensions, setbacks, street names, compass bearing, and scale Written description of reasons for demolition and, in addition: For structures of “architectural/historical significance”, demonstrate “good cause” why structure cannot be preserved For structures in an architectural district that might be eligible for listing on National Register of Historic Places, or for a “contributing” structure in a National Register district (contact City staff), provide plans for site development following demolition - include a timetable and letter of credit for project completion Telecommunication facilities Color photographs showing site/existing structures, and of adjacent properties Site plan showing existing and proposed structures: include dimensions, setbacks, street names, compass bearing, and scale Scaled illustration of proposed structures: include all dimensions; colors, materials, lighting, mounting details Consult Article 240-12.22 of the City’s Zoning Ordinance and City staff to ensure compliance with requirements for visual impact assessment and existing and proposed vegetative screening Revised 01/2021 Revised 01/2021 Request for extension of current approval Identify date of original DRC approval: ______________Current expiration date: ________________ Org. App. No. ____________ Describe why this extension is necessary and whether any significant changes have occurred either on the site or in the neighborhood. SEQR Environmental Assessment Form Applicants proposing the following must complete “Part I” of the SEQR Short Environmental Assessment Form (available here: http://www.dec.ny.gov/docs/permits_ej_operations_pdf/seafpartone.pdf): -Construction or expansion of a multi-family residential structure (4 units +) -Construction or expansion (exceeding 4,000 sq. ft. gross floor area) of a principal or accessory non-residential structure -Telecommunications facility, radio antennae, satellite dishes -Demolition Disclosure Does any City officer, employee or family member thereof have a financial interest (as defined by General Municipal Law Section 809) in this application? No  Yes - If yes, a statement disclosing the name, residence, nature, and extent of this interest must be filed with this application. Certification I/we, the property owner(s), or purchaser(s)/lessee(s) under contract, of the land in question, hereby request an appearance before the Design Review Commission. By the signature(s) attached hereto, I/we certify that the information provided within this application and accompanying documentation is, to the best of my/our knowledge, true and accurate. I/we further understand that intentionally providing false or misleading information is grounds for immediate denial of this application. I/we hereby authorize the members of the Design Review Commission and designated City staff to enter the property associated with this application for purposes of conducting any necessary site inspections relating to this application. Furthermore, I/we agree to meet all requirements under Article VII for Historic Review or Article VIII for Architectural Review of the Zoning Code of the City of Saratoga Springs. Date: (applicant signature) Date: (applicant signature) If applicant is not the currently the owner of the property, the current owner must also sign. Owner Signature: Date: Owner Signature: Date: Revised 01/2021 INSTRUCTIONS ARCHITECTURAL / HISTORIC REVIEW APPLICATION 1.ELIGIBILITY: An applicant to the Design Review Commission for Architectural Review or Historic Review must be the property owner(s) or lessee, or have an option to lease or purchase the property in question. 2.COMPLETE SUBMISSIONS: Applicants are encouraged to work with City staff to ensure that an application is complete. The DRC will only consider properly completed applications that contain 1 original and 1 digital version of the application and ALL other required materials as indicated on the application. HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED!! 3.ACTIONS REQUIRING REVIEW: Architectural Review District Historic Review District •any exterior changes that require a building permit •any change in exterior building materials •a new, or change to an existing, sign or sign structure •demolition of a structure Within a non-residential zoning district: •a change in exterior building color •installation of an awning •Installation or exterior change to a structure requiring a building or demolition permit •any material change to exterior of a structure including: -addition or removal of exterior architectural features -installation, removal or material changes to exterior building elements such as roof, siding, windows, doors, porches, etc. -enclosure or screening or buildings openings such as windows, doors, porches, etc. -installation of utility, mechanical or misc. accessory structures to the exterior of a building such as HVAC equipment, solar panels, wind turbines, radio/satellite transmission/reception devices, etc. Within a front yard setback: -installation, removal or material changes to drive- or walkways -installation or removal of architectural, sculptural or vegetative screening that exceeds 3’ in height -installation of accessory utility structures or radio/satellite transmission/reception devices over 2’ in diameter •a change in exterior building color within a non- residential zoning district •a new, or change to an existing, sign or awning •installation of telecommunications facilities Note – Ordinary maintenance or repair that does not involve a change in material, design or outer appearance is exempt from Historic or Architectural Review. CITY OF SARATOGA SPRINGS DE SIGN REVIEW COMMISSION City Hall - 474 Broadway Saratoga Springs, New York 12866 Tel: 518-587-3550 x2533 www.saratoga-springs.org 4.DESIGN GUIDELINES: The Design Review Commission will evaluate whether the proposed action (construction, alteration or demolition) is compatible with existing structures and surrounding properties using the following criteria: •Height – consistent with historic form and context of site and surrounding properties •Scale – relationship of structure and its architectural elements to human size, form, perception •Proportion – relationship among building elements including front façade, windows, and doors •Rhythm – pattern resulting from repeating building elements such as door/window openings, columns, arches, and other façade elements •Directional Expression – compatibility with horizontal & vertical expression of surrounding structures •Massing & Open Space – relationship of structure to open space between it and adjoining buildings •Setback – compatibility with surrounding structures •Compatibility of the following with surrounding structures/properties: -Major building elements (storefronts, doors, windows, roof) -Building materials -Color – (in non-residential zoning districts only) 5.DECISIONS: The Design Review Commission may approve, approve with conditions, or disapprove an application. The DRC may impose appropriate conditions and safeguards in connection with its approval including nature/quality of materials, manner of construction, and design. An applicant may appeal a denied DRC application on the grounds of hardship. Application approvals shall expire within 18 months of tIe filinH date unless the project has sufficiently commenced (i.e. building/demolition permits obtained and construction/alteration begun). Applicants may request up to 2 extensions if requested before expiration date of prior approval. 6.$GEND$ D$7E: Check City’s website (www.saratoga-springs.org) for meetinH dates "pplications are placed on an aHenda on first-come, first-serWed Casis as determined CZ tIe completeness of tIe application 7.APPLICATION FEE N0N-3&'6N%"#-& Make checks payable to the "Commissioner of Finance” 3&'&3 50 5)& $633&N5 '&& 803,4)&&5 *N$-6%&% *N 5)*4 %0$6.&N5 ADDITIONAL INFORMATION: More detailed information on Architectural Review, Historic Review and the Design Review Commission responsibilities may be found in the City’s Zoning Ordinance available in City Hall and on the City’s web site at http://www.saratoga-springs.org/544/Zoning-Ordinance. Revised 01/2021 Application to City Council FEE Comprehensive Plan amendment $1,800 + $300/acre Zoning Ordinance amendment $800 + $300/acre Planned Unit Development (PUD) amendment $800 + $300/acre Application to Zoning Board of Appeals Use Variance $1,400 + $50/app Area Variance - Residential $350/1st var +$50/app +$150/ea add variance Area Variance - Non-residential $1000/1st var + $50/app+ $200/ ea add variance Interpretations $650 + $50/app Application Fee x 2 + $50/app Variance extensions 50% of Application fee + $50/app Application to Design Review Commission Demolition $500 Residential Structures Principal $70 Accessory $70 Extension $35 Modification $55 Multi-Family, Comm, Mixed-Use Structures Sketch $200 Principal $650 Extension $250 Modification $400 Multi-Family, Comm, Mixed-Use Accessory, Signs, Awnings Principal $150 Extension $100 Modification $150 Application Fee x 2 Application to Planning Board Special Use Permit $1200 + $50/app Temporary Use Permit $500 Special Use Permit - extension $400 Special Use Permit - modification $550 + $50/app Site Plan Review - incl. PUD: Sketch Plan $400 per sketch Site Plan Full Residential $400 + $250/unit Non-residential $800 + $150/1000 sf Administrative SPR Residential $400 Non-residential $800 Extension Residential $250 Non-residential $350 Subdivision - incl. PUD: Sketch Plan $400 per sketch Preliminary Approval Residential: 1-5 lots $700 + $50/app Residential: 6-10 lots $1100 + $50/app Residential: 11-20 lots $1450 + $50/app Residential: 21+ lots $1800 + $50/app Residential - extension $350 Final Approval Residential $1,550 + $200/lot + $50/app Non- Residential $2,400/lot + $50/app Final Approval Modification Residential $400 + $50/app Non- Residential $800 + $50/app Final Approval Extension Residential $250 Non- Residential $350 Other: Lot Line Adjustment/Subdivision Administrative Action$400 Letter of Credit - modification or extension $400 Letter of Credit - collection up to 1% of LoC Recreation Fee $2000/lot or unit Land Disturbance $750 + $35/acre Watercourse/Wetland Permit $750 SEQRA EIS Review (Draft & Final) TBD Post Work Application Fee Post Work Application Fee OFFICE OF PLANNING AND ECONOMIC DEVELOPMENT FEES - 2023 City of Saratoga Springs OPED Fees Page 1 of 1 5 Scale Project number Date devon telberg, aia 665 Saratoga Rd Wilton, NY 12831 t (518) 212-7778 e devon@telbergstudio.com PROGRESS -NOT FOR CONSTRUCTI ON 8/12/2024 1:57:07 AMA000 Cover Sheet 2404 The Bergman Residence 8/11/24 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 Removals & Proposed Plan 8/11/24 A101 First Floor Demolition & Proposed Plan 8/11/24 A102 Second Floor Removals & Framing Plan 8/11/24 A103 Attic Demolition & Proposed Plan 8/11/24 A104 Roof Removal, Framing and Proposed Plan 8/11/24 A200 Elevations 8/11/24 A300 Building Sections 8/11/24 A301 Building Section and Details 8/11/24 A303 Section at New Dormer and Stair 8/11/24 A500 Exterior Wall Details No. Description Date Progress 8/11/24 SD 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"NEW ADDITIONEXISTING TO REMAINEXISTING 2-STORY GARAGE EXISTING SHED EXISTING CONCRETE PAD EXISTING PAVEMENT EXISTING REAR YARD RE-SLOPE GRADE 1:2 MAX.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"NEW DORMER AT ROOFRE-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 18 273 SF LIVING 11203 SF KITCHEN 13 428 SF DINING 12 85 SF PANTRY 14 68 SF ENTRY 10 35 SF PASSAGE 1 15 13 SF CLOSET 10A 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 SFCL 228200 SF PRIMARY BEDROOM 201 141 SF PRIMARY BATHROOM 202 18 SF WC 1 31 115 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 26 SF BATH 211 463 SF GREAT ROOM 212 165 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 PROGRESS -NOT FOR CONSTRUCTI ON 8/12/2024 1:57:09 AMAs indicated A010 Site Plan & Code Schedule 2404 The Bergman Residence 8/11/24 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 UP DN UP 11' - 10"REMOVE MECHANICAL SYSTEMS COMPLETE, REPAIR SUBSTRATE TO RECEIVE NEW SYSTEMS REMOVE EXISTING STAIR COMPLETE REMOVE EXISTING ADDITION COMPLETE: FLOOR, WALLS, COLUMNS, STAIR, DOORS. REMOVE EXISTING EXTERIOR BRICK WALL AND PROVIDE TEMPORARY SHORING AND SUPPORT FOR FLOOR ABOVE. REMOVE EXISTING CABINETRY COMPLETE, PATCH AND REPAIR SUBSTRATE TO RECEIVE NEW FINISHES EXISTING WINDOWS TO REMAIN. REMOVE TRIMWORK AT WINDOWS AND FINISHES COMPLETE. PATCH AND REPAIR SUBSTRATE TO RECEIVE NEW WALL AT INTERIOR SIDE, TYP. 2 A300 REMOVE HEATING UNIT COMPLETE 7 A301 DEMOLITION NOTES 1. REMOVE DOOR AND FRAME SYSTEM COMPLETELY, REPAIR ROUGH OPENING TO RECIEVE NEW DOOR OPENING TRIMWORK 2. EXISTING MILLWORK AND APPLIANCES TO BE REMOVED COMPLETE. 3. REMOVE EXISTING HEATING SYSTEMS COMPLETE. 4. ELEMENTS TO REMAIN IN PLACE SHALL BE PROTECTED FROM DAMAGE, DUST AND DEBRIS. 5. CONTRACTOR TO MAINTAIN WATER TIGHT INTEGRITY OF BUILDING AT ALL TIMES. 6. ALL FLOOR AND WALL CONDITIONS WHICH ARE TO RECEIVE NEW CONSTRUCTION ARE TO BE DEMOLISHED AS INDICATED AND PROPERLY PREPPED TO RECEIVE NEW FINISHES, U.O.N. 7. ALL FLOOR, WALL, AND CEILING CONDITIONS THAT ARE DISTURBED BY DEMOLITION ARE TO BE PATCHED, REPAIRED AND/OR PAINTED WITH SIMILAR MATERIALS. REFER TO PROPOSED PLANS FOR LOCATIONS. 8. ALL ELECTRICAL REMOVALS TO BE PERFORMED BY A LICENSED ELECTRICIAN.RELABEL PANELS. FOLLOW N.E.C. (NFPA 70). PROVIDE THIRD-PARTY INSPECTION. 9. PRIOR TO COMMENCING REMOVALS WORK, AND UNTIL SUCH TIME THAT FINAL WORK IS IN PLACE, CONTRACTOR SHALL ASCERTAIN REQUIREMENTS FOR, AND PROVIDE, BRACING, SHORING AND OTHER TEMPORARY SYSTEMS OF SUPPORT NEEDED TO PREVENT DAMAGE TO EXISTING CONSTRUCTION WHICH IS SCHEDULED TO REMAIN. 10. SHUT OFF, CAP AND OTHERWISE PROTECT EXISTING UTILITIES IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE PUBLIC AGENCIES OR UTILITIES HAVING JURISDICTION AND AS DIRECTED ON THE MECHANICAL AND ELECTRICAL DRAWINGS. 11. COMPLETELY REMOVE ITEMS SCHEDULED TO BE DEMOLISHED AND REMOVED, LEAVING SURFACES CLEAN, SOLID AND READY TO RECEIVE NEW MATERIALS SPECIFIED ELSEWHERE. 12. DEMOLISHED MATERIALS SHALL BE COMPLETELY REMOVED FROM THE JOB SITE AND DISPOSED OF PROPERLY UNLESS OTHERWISE DIRECTED BY OWNER. 13. ALL EXISTING ITEMS SCHEDULED TO REMAIN SHALL BE FULLY PROTECTED FROM ANY DELETERIOUS EFFECT DURING ALL PHASES OF THE PROJECT. ANY DAMAGE TO EXISTING ITEMS (WHETHER THEY ARE SHOWN ON THE DRAWINGS OR NOT) SHALL BE CORRECTED TO THE SATISFACTION OF THE OWNER AT THE EXPENSE OF THE CONTRACTOR. DEMOLITION LEGEND EXISTING WALL TO BE REMOVED EXISTING DOOR AND FRAME TO BE REMOVED EXISTING WALL TO REMAIN EXISTING DOOR TO REMAIN 14. ALL REMOVALS INDICATED MAY REQUIRE THE COORDINATED REMOVAL OF EXISTING MECHANICAL, ELECTRICAL, SECURITY SYSTEM, FIRE ALARM SYSTEM, DATA AND TELEPHONE SYSTEM AND PLUMBING EQUIPMENT AND LINES -REFER TO MECHANICAL AND ELECTRICAL CONTRACTORS FOR INFORMATION REGARDING EXISTING AND NEW H.V.A.C., PLUMBING, ELECTRICAL ETC., RELATED WORK PRIOR TO COMMENCING DEMOLITION. 15. COORDINATE ALL PARTIAL PARTITION REMOVAL DIMENSIONS WITH FLOOR PLAN PRIOR TO DEMOLITION TAKING PLACE. 16. REMOVE ALL ABANDONED PIPING, WIRING, EQUIPMENT, LIGHTING, DUCTWORK, TUBING, SUPPORTS, FIXTURES, ETC., BACK TO ITS ORIGINATION POINT, IN ITS ENTIRETY. VISIT EACH ROOM, CRAWL SPACE, ROOF, AND BUILDING EXTERIOR TO DETERMINE TOTAL SCOPE OF WORK. 17. DISCONNECT, REMOVE, RELOCATE AND PERMANENTLY RECONNECT ANY AND ALL EXISTING MECHANICAL AND ELECTRICAL WORK THAT IS REQUIRED TO REMAIN, BUT INTERFERING WITH NEW CONSTRUCTION. 18. THE CONTRACTOR SHALL NOT LEAVE, ABANDONED, PIPING, DUCTWORK, CONDUIT OR OUTLET BOXES IN PLACE, EXCEPT THOSE ABANDONED ITEMS PERMANENTLY BURIED AND CONCEALED IN EXISTING WALLS AND FLOORS. THE CONTRACTOR SHALL REMOVE ALL EXISTING EXPOSED AND ABANDONED PIPING, DUCTWORK, OUTLET BOXES, CONDUITS, ETC., EVEN THOSE ABANDONED ABOVE EXISTING CEILINGS, IN EITHER RENOVATED AREAS, OR IN AREAS NOT BEING RENOVATED. THOSE LEFT ABANDONED WITHIN EITHER EXISTING WALLS OR FLOORS, SHALL BE CUT OFF AT THE POINT WHERE THEY EXIT WALL OR FLOOR, CAPPED AND COVERED FLUSH. 19. EXISTING EQUIPMENT CONNECTIONS AND WIRING DEVICES, SCHEDULED FOR RELOCATION, SHALL BE EXTENDED TO NEW LOCATION UTILIZING THE SAME MATERIALS AND METHODS PREVIOUSLY USED. (EXAMPLE: IF EXISTING WIRING DEVICE OUTLET WAS PREVIOUSLY INSTALLED WITH GALVANIZED RIGID STEEL CONDUIT, NEW RELOCATED OUTLET SHALL BE EXTENDED WITH NEW GALVANIZED RIGID STEEL CONDUIT.) TOP OF SLAB AT -5" 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 TOP OF RETAINING WALL AT GRADE DEPRESSION FOR 6" X 6" TRENCH DRAIN10' - 10"10' - 1"12' - 4 1/2"23' - 4 1/4" 11' - 10" + 4' - 6 1/2" T/O WALL ABV BASEMENT LEVEL, TYP.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 -0' - 6 1/2" BELOW EXTG BASEMENT LEVEL6"1' - 7 1/4"1' - 0"1' - 0"SLOPE-1' - 6 1/2" T/O FOOTING CONCRETE IN PLACE WITH 20" X 12" 3 #4 REBAR FOUNDATION FLOOR TYPE 1 4" CONC. WITH W.W.F. ON POLYEHTYLENE VAPOR BARRIER ON R-10 POLYISOCYANURATE RIGID INSULATION ON 4" STONE ON COMPACTED FILL 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 1 A300 1 A301 1 A3022 1 A3022 2 A300 W6 W6 W4T 4' - 0 1/2"2' - 1 1/2" 5' - 8 1/4"8' - 8"6' - 2"36S60 32 36D164 INFILL WALLS TO ALIGN WITH EXISTING ADJACENT WALLS 199 SF MECHANICAL ROOM 20 207 SF PASSAGE 21 194 SF GYM 22 202 SF THEATER 23 421 SF GAME ROOM 24 49 SF POWDER RM 25 ALIGN WALLS BELOW WITH FACE OF STAIR CARRIAGE LANDING ABOVE W4T UNOCCUPIED SPACE ALIGN -0' - 6 1/2" T/O CONC. SLAB -0' - 6 1/2" T/O FF EQ EQ FACE OF FOUNDATION WALL CONC. RETAINING WALL BLUESTONE PATIO STONE FLOOR 6X6 TRENCH DRAIN 7 A301 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. 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 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) 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. EXISTING WALL TO REMAIN EXISTING DOOR AND FRAME TO REMAIN NEW WALL NEW DOOR TYPE ID W4 W4T W6 PARTITION ASSEMBLY 1/2" GYP BD ON 2X4 WD FRAMING ON 1/2" GYP BD, TYPICAL U.O.N. 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 ROOF LOADS: 40 PSF LIVE / 10 PSF DEAD 40 PSF LIVE / 10 PSF DEAD 50 PSF GROUND SNOW 47 PSF FLAT ROOF SNOW 20 PSF DEAD 115 MPH WIND EXPOSURE: B 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 665 Saratoga Rd Wilton, NY 12831 t (518) 212-7778 e devon@telbergstudio.com PROGRESS -NOT FOR CONSTRUCTI ON 8/12/2024 1:57:10 AMAs indicated A100 Basement Removals & Proposed Plan 2404 The Bergman Residence 8/11/24 76 Walton St. Saratoga Springs, NY 12866 76 Walton St Addition & Renovation 1/4" = 1'-0"1 Basement Demolition Plan 1/4" = 1'-0"2 Basement Foundation Plan 1/4" = 1'-0"3 Basement Framing Plan No. Description Date Door & Window Schedule Type Mark Quantity Width Height Type Comments Manufacturer Model Glass Type Daylight Area Heat Transfer Coefficient (U) Thermal Resistance (R)Comments D62 1 6' - 0 5/8" 6' - 10" Exterior 2DR Marvin UOFD2.25G2 6068 IG Low E II with Argon 24 SF D164 1 13' - 11" 6' - 10" Exterior 2DR 2WN Marvin UOFDG2 14068 IG Low E II with Argon 58 SF B60 1 5' - 0" 6' - 8" Interior BiFold 0 SF D60 1 5' - 0" 6' - 8" Interior Double Panel 0 SF P32 2 2' - 8" 6' - 8" Interior Pocket Panel 0 SF 30 6 2' - 6" 6' - 8" Interior Single Panel 0 SF 0.3865 BTU/(h·ft²·°F) 2.5873 (h·ft²·°F)/BTU 32 7 2' - 8" 6' - 8" Interior Single Panel 0 SF 0.3865 BTU/(h·ft²·°F) 2.5873 (h·ft²·°F)/BTU 36 2 3' - 0" 6' - 8" Interior Single Panel 0 SF 0.3865 BTU/(h·ft²·°F) 2.5873 (h·ft²·°F)/BTU S60 3 5' - 0" 6' - 8" Interior Sliding 2-Panel 0 SF 82 SF Window # Count Width Height Head Height Manufacturer Model Visual Light Transmittance Daylight Area Vent Area Heat Transfer Coefficient (U) Thermal Resistance (R)Comments 26 1 2' - 7" 5' - 10" 8' - 10" 0.81 0 SF 0 SF 0.5511 BTU/(h·ft²·°F) 1.8146 (h·ft²·°F)/BTU 33 1 3' - 0" 3' - 0" 6' - 6" 0 SF 0 SF 35 12 2' - 11 1/4" 4' - 11 1/2" 7' - 6" Marvin UDHG2 3042 119 SF 0 SF 36 3 2' - 11 1/4" 5' - 11 1/2" 9' - 0" Marvin UDHG2 3036 37 SF 0 SF 39 4 3' - 0" 8' - 9 1/8" 9' - 0" Marvin UCA3684 83 SF 80 SF 42 1 4' - 0" 2' - 6" 5' - 0" 0 SF 0 SF 43 2 4' - 0" 2' - 7 1/8" <varies> Marvin UFCA4832 13 SF 0 SF Total: 252 SF 80 SF UP DN DN DN DN DN 11 10 9 8 7 6 5 4 3 2 1 141312 DN 3 A300 1' - 4 1/2"15' - 11"3' - 9" 5' - 2"3' - 4 1/2" PATCH AND REPAIR OPENING FOR INFILL REMOVE BRICK CHIMNEY COMPLETE, FROM BASEMENT TO ROOF TOP REMOVE STAIR TO BASEMENT COMPLETE, PATCH AND REPAIR OPENING TO RECEIVE NEW FLOOR INFILL CUT AND REMOVE FLOOR CONSTRUCTION FOR NEW MECH SHAFT OPENING, COORDINATE WITH MECH CONTRACTOR FOR OPENING SIZE & LOCATION FOUNDATION, COLUMNS, WALLS, DOORS, STAIRS, ROOFS REMOVE EXTG ADDITION CONSTRUCTION ENTIRELY: EXISTING LOAD- BEARING WALL TO REMAIN TEMPORARILY SHORE & SUPPORT EXISTING LOAD- BEARING WALL TO BE REMOVED PATCH AND REPAIR EXISTING BRICK AT STRUC. CONNECTIONS, TYP. REMOVE EXISTING HANDRAIL, BALUSTERS AND POSTS. PROVIDE TEMP PROTECTION DURING CONSTRUCTION EXTG BDRM EXTG BDRM EXTG KITCHEN EXTG BDRM EXTG LVG RM EXTG DNG RM EXTG BATHRM DEMOLITION NOTES 1. REMOVE DOOR AND FRAME SYSTEM COMPLETELY, REPAIR ROUGH OPENING TO RECIEVE NEW DOOR OPENING TRIMWORK 2. EXISTING MILLWORK AND APPLIANCES TO BE REMOVED COMPLETE. 3. REMOVE EXISTING HEATING SYSTEMS COMPLETE. 4. ELEMENTS TO REMAIN IN PLACE SHALL BE PROTECTED FROM DAMAGE, DUST AND DEBRIS. 5. CONTRACTOR TO MAINTAIN WATER TIGHT INTEGRITY OF BUILDING AT ALL TIMES. 6. ALL FLOOR AND WALL CONDITIONS WHICH ARE TO RECEIVE NEW CONSTRUCTION ARE TO BE DEMOLISHED AS INDICATED AND PROPERLY PREPPED TO RECEIVE NEW FINISHES, U.O.N. 7. ALL FLOOR, WALL, AND CEILING CONDITIONS THAT ARE DISTURBED BY DEMOLITION ARE TO BE PATCHED, REPAIRED AND/OR PAINTED WITH SIMILAR MATERIALS. REFER TO PROPOSED PLANS FOR LOCATIONS. 8. ALL ELECTRICAL REMOVALS TO BE PERFORMED BY A LICENSED ELECTRICIAN.RELABEL PANELS. FOLLOW N.E.C. (NFPA 70). PROVIDE THIRD-PARTY INSPECTION. 9. PRIOR TO COMMENCING REMOVALS WORK, AND UNTIL SUCH TIME THAT FINAL WORK IS IN PLACE, CONTRACTOR SHALL ASCERTAIN REQUIREMENTS FOR, AND PROVIDE, BRACING, SHORING AND OTHER TEMPORARY SYSTEMS OF SUPPORT NEEDED TO PREVENT DAMAGE TO EXISTING CONSTRUCTION WHICH IS SCHEDULED TO REMAIN. 10. SHUT OFF, CAP AND OTHERWISE PROTECT EXISTING UTILITIES IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE PUBLIC AGENCIES OR UTILITIES HAVING JURISDICTION AND AS DIRECTED ON THE MECHANICAL AND ELECTRICAL DRAWINGS. 11. COMPLETELY REMOVE ITEMS SCHEDULED TO BE DEMOLISHED AND REMOVED, LEAVING SURFACES CLEAN, SOLID AND READY TO RECEIVE NEW MATERIALS SPECIFIED ELSEWHERE. 12. DEMOLISHED MATERIALS SHALL BE COMPLETELY REMOVED FROM THE JOB SITE AND DISPOSED OF PROPERLY UNLESS OTHERWISE DIRECTED BY OWNER. 13. ALL EXISTING ITEMS SCHEDULED TO REMAIN SHALL BE FULLY PROTECTED FROM ANY DELETERIOUS EFFECT DURING ALL PHASES OF THE PROJECT. ANY DAMAGE TO EXISTING ITEMS (WHETHER THEY ARE SHOWN ON THE DRAWINGS OR NOT) SHALL BE CORRECTED TO THE SATISFACTION OF THE OWNER AT THE EXPENSE OF THE CONTRACTOR. DEMOLITION LEGEND EXISTING WALL TO BE REMOVED EXISTING DOOR AND FRAME TO BE REMOVED EXISTING WALL TO REMAIN EXISTING DOOR TO REMAIN 14. ALL REMOVALS INDICATED MAY REQUIRE THE COORDINATED REMOVAL OF EXISTING MECHANICAL, ELECTRICAL, SECURITY SYSTEM, FIRE ALARM SYSTEM, DATA AND TELEPHONE SYSTEM AND PLUMBING EQUIPMENT AND LINES -REFER TO MECHANICAL AND ELECTRICAL CONTRACTORS FOR INFORMATION REGARDING EXISTING AND NEW H.V.A.C., PLUMBING, ELECTRICAL ETC., RELATED WORK PRIOR TO COMMENCING DEMOLITION. 15. COORDINATE ALL PARTIAL PARTITION REMOVAL DIMENSIONS WITH FLOOR PLAN PRIOR TO DEMOLITION TAKING PLACE. 16. REMOVE ALL ABANDONED PIPING, WIRING, EQUIPMENT, LIGHTING, DUCTWORK, TUBING, SUPPORTS, FIXTURES, ETC., BACK TO ITS ORIGINATION POINT, IN ITS ENTIRETY. VISIT EACH ROOM, CRAWL SPACE, ROOF, AND BUILDING EXTERIOR TO DETERMINE TOTAL SCOPE OF WORK. 17. DISCONNECT, REMOVE, RELOCATE AND PERMANENTLY RECONNECT ANY AND ALL EXISTING MECHANICAL AND ELECTRICAL WORK THAT IS REQUIRED TO REMAIN, BUT INTERFERING WITH NEW CONSTRUCTION. 18. THE CONTRACTOR SHALL NOT LEAVE, ABANDONED, PIPING, DUCTWORK, CONDUIT OR OUTLET BOXES IN PLACE, EXCEPT THOSE ABANDONED ITEMS PERMANENTLY BURIED AND CONCEALED IN EXISTING WALLS AND FLOORS. THE CONTRACTOR SHALL REMOVE ALL EXISTING EXPOSED AND ABANDONED PIPING, DUCTWORK, OUTLET BOXES, CONDUITS, ETC., EVEN THOSE ABANDONED ABOVE EXISTING CEILINGS, IN EITHER RENOVATED AREAS, OR IN AREAS NOT BEING RENOVATED. THOSE LEFT ABANDONED WITHIN EITHER EXISTING WALLS OR FLOORS, SHALL BE CUT OFF AT THE POINT WHERE THEY EXIT WALL OR FLOOR, CAPPED AND COVERED FLUSH. 19. EXISTING EQUIPMENT CONNECTIONS AND WIRING DEVICES, SCHEDULED FOR RELOCATION, SHALL BE EXTENDED TO NEW LOCATION UTILIZING THE SAME MATERIALS AND METHODS PREVIOUSLY USED. (EXAMPLE: IF EXISTING WIRING DEVICE OUTLET WAS PREVIOUSLY INSTALLED WITH GALVANIZED RIGID STEEL CONDUIT, NEW RELOCATED OUTLET SHALL BE EXTENDED WITH NEW GALVANIZED RIGID STEEL CONDUIT.) OPEN TO BELOW 13' - 3 1/2"2' - 3 1/2"6' - 5 1/4"2' - 9 1/2"11' - 3"6' - 3"5' - 6 1/2"OPENING 3' - 0" 2' - 4"PER FRPL MANF.FRAMED OPENING4X4 WD POST COL.NEW ADDITION9' - 8 1/4"35' - 0 3/4" NEW ADDITION NEW ADDITION15' - 5 1/4"EXISTING TO REMAINNEW 2X10 WD FRAME FLOOR INFILL FLUSH WITH EXTG ADJACENT WD FRAMING 14' - 11 3/4"6' - 5 3/4"8' - 0 3/4"20' - 8 3/4" 5' - 8 1/2" 1' - 8 1/4"OPENING3' - 3 3/4"SPF 2X10 AT 12" O.C.5' - 5 1/4"3' - 6 1/2"REMOVE ALL BRICK ABOVE TO 2ND FLR FRAMING 15' - 11" 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 EXTG 2X8 TO REMAINEXTG 2X8 TO REMAINPATCH AND REPAIR EXTG OPENING, INFILL WD FRAMING UP TO 3'-4" HT AFF FOR NEW OPENING PATCH AND REPAIR EXTG OPENINGS 2' - 5 3/4"3' - 2"3' - 2"9' - 9 1/4"3' - 5 1/4"3' - 5 1/4"3' - 5 1/4"6' - 2 1/4"2' - 6 1/4"1' - 9 1/4"3' - 3"3' - 3"LENGTHS3 1/2 BRICKLENGTHS 5 1/2 BRICK LENGTHS 5 1/2 BRICK 8' - 0" (EQ)8' - 0" (EQ) P32 30 P32 36 36 36 39393939353535 35 26 30 LANDING 4' - 0" (10) T AT 11" D EA. 9' - 2" (3) T AT 11" D EA. 1' - 10"9' - 2" LANDING4' - 0 3/4"1' - 0 1/2"4' - 0 3/4"NEW WALL PENETRATION FOR NEW FIREPLACE VENT REPLACE WINDOW WITH NEW AT SAME LOCATION, PATCH AND REPAIR ROUGH OPENING 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 LOUNGE 16 OFFICE 17 POWDER RM 1 18 LIVING 11 KITCHEN 13 DINING 12 PANTRY 14 ENTRY 10 PASSAGE 1 15 CLOSET 10A 1' - 5"1' - 5"ALIGNEXTERIOR WALL -BRICK ON 2X6 BRICK WITH WEEPS EVERY 16" O.C. (SECURED TO FRAMING WITH GALV. METAL TIES EVERY 16" O.C.), ON 1" AIRSPACE, ON CONT. WEATHER BARRIER , ON 1/2" EXT. GRADE GYPSUM SHEATHING, ON 2X6 WD FRAMING AT 16" O.C. WITH R-21 BATT INSULATION, ON PTD. 1/2" GWB EXTERIOR WALL -SIDING ON 2X8 HARDIPLANK SIDING ON WEATHER BARRIER ON 3/4" EXT. GRADE PLY SHEATHING ON 2X8 WD FRAMING ON VAPOR BARRIER ON PTD. 1/2" GWB (TYPICAL AT 1ST FL) ALIGN INTERIOR FACE OF 2X6 AND 2X8 WD FRAMING AT INTERIOR SIDE, TYP. 2' - 0" FIRE-TREATED WD FRAMING REQUIRED UP TO 2'-0", MAINTAIN WHOLE FRAMING PIECES BEYOND REQUIRED AREAS 9' - 10 3/4"3-PLY 1 3/4" X 11 1/4" 2.0E LVL HEADER WITH DBL JACKS WNDW HEADER 4-PLY 1 3/4" X 14" LVL HEADER 3-PLY 1 3/4" X 9 1/2" LVL HEADER2-PLY 1 3/4" X 9 1/2" HDR (2) 2X10 9' - 11 1/2"OPEN TO BELOW 171 SF LOUNGE 16 77 SF OFFICE 17 31 SF POWDER RM 1 18 273 SF LIVING 11 203 SF KITCHEN 13 428 SF DINING 12 85 SF PANTRY 14 68 SF ENTRY 10 35 SF PASSAGE 1 159' - 0 1/2"6' - 4 3/4"15' - 3"1' - 8 1/4"5' - 2 1/2"5' - 8 1/2" FRPL 1 A300 1 A303 2 A303 CABINETRY PROVIDED BY OTHERS REFER TO INTERIOR DESIGN DOCUMENTS UNOCCUPIED SPACE UNDER STAIR 30 P32 P32 715' - 6"5' - 11"1 A3022 2 A300 13 SF CLOSET 10A 35' - 7 3/4" 18' - 1"13' - 9 1/4"20' - 0 1/4" CODE REQUIRED 1HR FIRE-RATED FIRE- TREATED AND FIRE-RESISTANT EXTERIOR WALL FRAMING, MATERIALS, WINDOW OPENINGS, & ROOF OVERHANG 2' - 0" PATCH, REPAIR AND SEAL EXTG BRICK WALL TO BE EXPOSED AT INTERIOR SIDE, TYP. VENT EXHAUST FOR RANGE HOOD WOOD HANDRAIL AT 3-0 HT., METAL 34 DIA. BALUSTERS SPACED AT 4 MIN. O.C.FULL EXTENT AT SIDE YARD30 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. SOFFIT ABOVE FOR MECH TO 2ND FL 4' - 5" 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 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) 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. EXISTING WALL TO REMAIN EXISTING DOOR AND FRAME TO REMAIN NEW WALL NEW DOOR TYPE ID W4 W4T W6 PARTITION ASSEMBLY 1/2" GYP BD ON 2X4 WD FRAMING ON 1/2" GYP BD, TYPICAL U.O.N. 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 ROOF LOADS: 40 PSF LIVE / 10 PSF DEAD 40 PSF LIVE / 10 PSF DEAD 50 PSF GROUND SNOW 47 PSF FLAT ROOF SNOW 20 PSF DEAD 115 MPH WIND EXPOSURE: B Scale Project number Date devon telberg, aia 665 Saratoga Rd Wilton, NY 12831 t (518) 212-7778 e devon@telbergstudio.com PROGRESS -NOT FOR CONSTRUCTI ON 8/12/2024 1:57:10 AMAs indicated A101 First Floor Demolition & Proposed Plan 2404 The Bergman Residence 8/11/24 76 Walton St. Saratoga Springs, NY 12866 76 Walton St Addition & Renovation 1/4" = 1'-0"1 First Floor Removals Plan 1/4" = 1'-0"2 First Floor Framing No. Description Date Door & Window Schedule Type Mark Quantity Width Height Type Comments Manufacturer Model Glass Type Daylight Area Heat Transfer Coefficient (U) Thermal Resistance (R)Comments D62 1 6' - 0 5/8" 6' - 10" Exterior 2DR Marvin UOFD2.25G2 6068 IG Low E II with Argon 24 SF D164 1 13' - 11" 6' - 10" Exterior 2DR 2WN Marvin UOFDG2 14068 IG Low E II with Argon 58 SF B60 1 5' - 0" 6' - 8" Interior BiFold 0 SF D60 1 5' - 0" 6' - 8" Interior Double Panel 0 SF P32 2 2' - 8" 6' - 8" Interior Pocket Panel 0 SF 30 6 2' - 6" 6' - 8" Interior Single Panel 0 SF 0.3865 BTU/(h·ft²·°F) 2.5873 (h·ft²·°F)/BTU 32 7 2' - 8" 6' - 8" Interior Single Panel 0 SF 0.3865 BTU/(h·ft²·°F) 2.5873 (h·ft²·°F)/BTU 36 2 3' - 0" 6' - 8" Interior Single Panel 0 SF 0.3865 BTU/(h·ft²·°F) 2.5873 (h·ft²·°F)/BTU S60 3 5' - 0" 6' - 8" Interior Sliding 2-Panel 0 SF 82 SF Window # Count Width Height Head Height Manufacturer Model Visual Light Transmittance Daylight Area Vent Area Heat Transfer Coefficient (U) Thermal Resistance (R)Comments 26 1 2' - 7" 5' - 10" 8' - 10" 0.81 0 SF 0 SF 0.5511 BTU/(h·ft²·°F) 1.8146 (h·ft²·°F)/BTU 33 1 3' - 0" 3' - 0" 6' - 6" 0 SF 0 SF 35 12 2' - 11 1/4" 4' - 11 1/2" 7' - 6" Marvin UDHG2 3042 119 SF 0 SF 36 3 2' - 11 1/4" 5' - 11 1/2" 9' - 0" Marvin UDHG2 3036 37 SF 0 SF 39 4 3' - 0" 8' - 9 1/8" 9' - 0" Marvin UCA3684 83 SF 80 SF 42 1 4' - 0" 2' - 6" 5' - 0" 0 SF 0 SF 43 2 4' - 0" 2' - 7 1/8" <varies> Marvin UFCA4832 13 SF 0 SF Total: 252 SF 80 SF 1/4" = 1'-0"3 First Floor Proposed Plan DN DN UP 12 11 10 9 8 7 6 5 4 3 2 1 16 15 14 13 UP W D DN 3 A300 10' - 0 3/4" 3' - 5" CUT AND REMOVE FLOOR CONSTRUCTION FOR NEW MECH SHAFT OPENING, REFER TO MECH CONTRACTOR SCOPE FOR COORDINATION EXISTING STAIR TREAD AND RISER TO REMAIN. WALLS AND RAILINGS TOBE REMOVED REMOVE ADDITION COMPLETELY REMOVE CHIMNEY FROM BASEMENT TO ATTIC. FROM ATTIC AND ABOVE, EXISTING TO REMAIN REMOVE EXTG WINDOWS AND DOORS ON WALLS TO BE REMOVED, TYP. REMOVE WINDOW DOWN TO ROUGH OPENING, PATCH AND REPAIR SUBSTRATE AS REQUIRED FOR RECIEVING NEW CONSTRUCTION FASTENINGS REMOVE ALL PLUMBING FIXTURES AND PIPES. ABANDON PIPES IN PLACE WHERE NOT IN CONFLICT WITH NEW CONSTRUCTION, TYP. PATCH AND REPAIR EXISTING WALL CONSTRUCTION TO RECEIVE NEW WALLS AND FINISHES, TYP. 6' - 0"7' - 7" 4' - 0 1/4"6' - 6"3' - 0"7' - 6 3/4"4' - 2 1/2"2' - 0 1/2"3' - 0 1/2" CLR(11) T AT 10 3/4" EA9' - 10 1/4"LANDING3' - 1 1/2"3' - 7"2' - 1"6' - 10 1/2"7' - 2"13' - 3 1/4"7' - 3 1/2"15' - 2"5' - 6"4' - 11"2' - 4"9' - 0 3/4"0"NEW ADDITION5' - 0"11' - 4"8' - 8 3/4"15' - 2" 4"35' - 2 1/2" NEW ADDITION 6 1/2" 10' - 10 3/4"6' - 6"3' - 6 1/2"16' - 0 3/4"NEW ADDITION10' - 10 3/4"1' - 6"8' - 7 3/4"2' - 2" 4x4 WD COLUMN TO SUPPORT ATTIC STRUC FL AND STAIR FRAMING ABOVE, TYP.NEW 2X10 AT 16" O.C.NEW 2X10 AT 16" O.C.W6 W4T W6 W4T W6 2' - 2 3/4"3' - 2"3' - 2"8' - 9 3/4"8' - 9 3/4"3' - 2"3' - 2"2' - 3"2' - 4"2' - 4"32 S6032323032 3232 D60 B60S60353535 35 33 35 35 35 35 1' - 0"EQ EQ 4' - 6"2' - 6" EQ EQ 2' - 6"1' - 5 1/2"EQEQ1' - 6"4' - 6 1/2"3' - 9"1' - 7 1/4"5' - 3" 4' - 0 3/4"3' - 4 3/4"3' - 0 3/4"9' - 11 3/4"3' - 4"9 1/4"CL 2 28 PRIMARY BEDROOM 201 PRIMARY BATHROOM 202 WC 1 31 PRIMARY CLOSET 203 BEDROOM 3 209 BATHROOM 3 210 BEDROOM 2 206 PASSAGE 2204CL 3205BATHROOM 2 207 LAUNDRY RM208HALL 200 1' - 4"12' - 0 1/2"23' - 2"2' - 0" 3' - 0" D.O. NEW STL LINTEL TO SUPPORT BRICK WALL ABOVE, SECURE TO 2ND FLOOR JOIST FRAMING BELOW, SPAN OPENING BELOW SECURE NEW WD FRAMING THROUGH BRICK WITH BOLTS TO EXTG WD FRAMING, TYP. 3' - 3" W 2' - 0"18" H BENCH 3' -6" H PARTIAL WALL 2' - 0" FIRE-TREATED WD FRAMING REQUIRED UP TO 2'-0", MAINTAIN WHOLE FRAMING PIECES BEYOND REQUIRED AREAS NEW SHELF NICHE FLOOR TYPE 2 NEW FLOOR FINISH ON 1/2" PLY SUBSTRATE ON 2x10 WD AT 16" O.C. ON 1/2" GWB EXTERIOR WALL -SIDING ON 2X6 HARDIPLANK SIDING ON WEATHER BARRIER ON 3/4" EXT. GRADE PLY SHEATHING ON 2X6 WD FRAMING ON VAPOR BARRIER ON PTD. 1/2" GWB . VARIANCE REQUESTED IN ORDER TO PROVIDE BOTTOM LANDING DEPTH AND MID-LANDING STRUCTURAL SUPPORT THAT AVOIDS EXISTING EXTERIOR WINDOW LOCATION CLR W 3' - 0 1/2" (3) T AT 10 3/4" EA 2' - 8 1/4" LANDING 3' - 3 1/2" CLOSED STRINGER SECURED TO EXTG WD FRAMING, PROVIDE ADDITIONAL WD BLOCKING OPEN CARRIAGE AT EXPOSED SIDE 3' - 0 1/2"NEW 2X10 WD FRAME FLOOR INFILL FLUSH WITH EXTG ADJACENT WD FRAMING DEMOLITION NOTES 1. REMOVE DOOR AND FRAME SYSTEM COMPLETELY, REPAIR ROUGH OPENING TO RECIEVE NEW DOOR OPENING TRIMWORK 2. EXISTING MILLWORK AND APPLIANCES TO BE REMOVED COMPLETE. 3. REMOVE EXISTING HEATING SYSTEMS COMPLETE. 4. ELEMENTS TO REMAIN IN PLACE SHALL BE PROTECTED FROM DAMAGE, DUST AND DEBRIS. 5. CONTRACTOR TO MAINTAIN WATER TIGHT INTEGRITY OF BUILDING AT ALL TIMES. 6. ALL FLOOR AND WALL CONDITIONS WHICH ARE TO RECEIVE NEW CONSTRUCTION ARE TO BE DEMOLISHED AS INDICATED AND PROPERLY PREPPED TO RECEIVE NEW FINISHES, U.O.N. 7. ALL FLOOR, WALL, AND CEILING CONDITIONS THAT ARE DISTURBED BY DEMOLITION ARE TO BE PATCHED, REPAIRED AND/OR PAINTED WITH SIMILAR MATERIALS. REFER TO PROPOSED PLANS FOR LOCATIONS. 8. ALL ELECTRICAL REMOVALS TO BE PERFORMED BY A LICENSED ELECTRICIAN.RELABEL PANELS. FOLLOW N.E.C. (NFPA 70). PROVIDE THIRD-PARTY INSPECTION. 9. PRIOR TO COMMENCING REMOVALS WORK, AND UNTIL SUCH TIME THAT FINAL WORK IS IN PLACE, CONTRACTOR SHALL ASCERTAIN REQUIREMENTS FOR, AND PROVIDE, BRACING, SHORING AND OTHER TEMPORARY SYSTEMS OF SUPPORT NEEDED TO PREVENT DAMAGE TO EXISTING CONSTRUCTION WHICH IS SCHEDULED TO REMAIN. 10. SHUT OFF, CAP AND OTHERWISE PROTECT EXISTING UTILITIES IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE PUBLIC AGENCIES OR UTILITIES HAVING JURISDICTION AND AS DIRECTED ON THE MECHANICAL AND ELECTRICAL DRAWINGS. 11. COMPLETELY REMOVE ITEMS SCHEDULED TO BE DEMOLISHED AND REMOVED, LEAVING SURFACES CLEAN, SOLID AND READY TO RECEIVE NEW MATERIALS SPECIFIED ELSEWHERE. 12. DEMOLISHED MATERIALS SHALL BE COMPLETELY REMOVED FROM THE JOB SITE AND DISPOSED OF PROPERLY UNLESS OTHERWISE DIRECTED BY OWNER. 13. ALL EXISTING ITEMS SCHEDULED TO REMAIN SHALL BE FULLY PROTECTED FROM ANY DELETERIOUS EFFECT DURING ALL PHASES OF THE PROJECT. ANY DAMAGE TO EXISTING ITEMS (WHETHER THEY ARE SHOWN ON THE DRAWINGS OR NOT) SHALL BE CORRECTED TO THE SATISFACTION OF THE OWNER AT THE EXPENSE OF THE CONTRACTOR. DEMOLITION LEGEND EXISTING WALL TO BE REMOVED EXISTING DOOR AND FRAME TO BE REMOVED EXISTING WALL TO REMAIN EXISTING DOOR TO REMAIN 14. ALL REMOVALS INDICATED MAY REQUIRE THE COORDINATED REMOVAL OF EXISTING MECHANICAL, ELECTRICAL, SECURITY SYSTEM, FIRE ALARM SYSTEM, DATA AND TELEPHONE SYSTEM AND PLUMBING EQUIPMENT AND LINES -REFER TO MECHANICAL AND ELECTRICAL CONTRACTORS FOR INFORMATION REGARDING EXISTING AND NEW H.V.A.C., PLUMBING, ELECTRICAL ETC., RELATED WORK PRIOR TO COMMENCING DEMOLITION. 15. COORDINATE ALL PARTIAL PARTITION REMOVAL DIMENSIONS WITH FLOOR PLAN PRIOR TO DEMOLITION TAKING PLACE. 16. REMOVE ALL ABANDONED PIPING, WIRING, EQUIPMENT, LIGHTING, DUCTWORK, TUBING, SUPPORTS, FIXTURES, ETC., BACK TO ITS ORIGINATION POINT, IN ITS ENTIRETY. VISIT EACH ROOM, CRAWL SPACE, ROOF, AND BUILDING EXTERIOR TO DETERMINE TOTAL SCOPE OF WORK. 17. DISCONNECT, REMOVE, RELOCATE AND PERMANENTLY RECONNECT ANY AND ALL EXISTING MECHANICAL AND ELECTRICAL WORK THAT IS REQUIRED TO REMAIN, BUT INTERFERING WITH NEW CONSTRUCTION. 18. THE CONTRACTOR SHALL NOT LEAVE, ABANDONED, PIPING, DUCTWORK, CONDUIT OR OUTLET BOXES IN PLACE, EXCEPT THOSE ABANDONED ITEMS PERMANENTLY BURIED AND CONCEALED IN EXISTING WALLS AND FLOORS. THE CONTRACTOR SHALL REMOVE ALL EXISTING EXPOSED AND ABANDONED PIPING, DUCTWORK, OUTLET BOXES, CONDUITS, ETC., EVEN THOSE ABANDONED ABOVE EXISTING CEILINGS, IN EITHER RENOVATED AREAS, OR IN AREAS NOT BEING RENOVATED. THOSE LEFT ABANDONED WITHIN EITHER EXISTING WALLS OR FLOORS, SHALL BE CUT OFF AT THE POINT WHERE THEY EXIT WALL OR FLOOR, CAPPED AND COVERED FLUSH. 19. EXISTING EQUIPMENT CONNECTIONS AND WIRING DEVICES, SCHEDULED FOR RELOCATION, SHALL BE EXTENDED TO NEW LOCATION UTILIZING THE SAME MATERIALS AND METHODS PREVIOUSLY USED. (EXAMPLE: IF EXISTING WIRING DEVICE OUTLET WAS PREVIOUSLY INSTALLED WITH GALVANIZED RIGID STEEL CONDUIT, NEW RELOCATED OUTLET SHALL BE EXTENDED WITH NEW GALVANIZED RIGID STEEL CONDUIT.) 1 A300 1 A303 2 A303 1 A3022 2 A300 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.ALIGN3232B6032 32 32 D60 32 12 SF CL 2 28 200 SF PRIMARY BEDROOM 201 141 SF PRIMARY BATHROOM 202 18 SF WC 1 31 115 SF PRIMARY CLOSET 203 161 SF BEDROOM 3 209 66 SF BATHROOM 3 210 145 SF BEDROOM 2 206 24 SFPASSAGE 220412 SFCL 320558 SF BATHROOM 2 207 34 SF LAUNDRY RM 208 217 SF HALL 200 30PARTIAL HEIGHT WALL UP TO 3'-0" AFF SHOWER BENCH AT 1'-8" HT AFF SHOWER PAN 60" X 36" FULL HT SHELVING SHELVING BELOW WINDOW SILL BENCH TYPICAL ROD & SHELF S60S6035 35 35 35 33 35 35 35 35 PATH FOR NEW ATTIC PLUMBING ABOVE1/2" / 12"3" / 12"CODE REQUIRED 1HR FIRE-RATED FIRE- TREATED AND FIRE-RESISTANT EXTERIOR WALL FRAMING, MATERIALS, WINDOW OPENINGS, & ROOF OVERHANG 2' - 0"FULL EXTENT AT SIDE YARDLINE OF FACE OF FACADE BELOW TRIM NEW WD COL. FULL HT SHELVING WITH CABINETRY DOORS 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 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) 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. EXISTING WALL TO REMAIN EXISTING DOOR AND FRAME TO REMAIN NEW WALL NEW DOOR TYPE ID W4 W4T W6 PARTITION ASSEMBLY 1/2" GYP BD ON 2X4 WD FRAMING ON 1/2" GYP BD, TYPICAL U.O.N. 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 ROOF LOADS: 40 PSF LIVE / 10 PSF DEAD 40 PSF LIVE / 10 PSF DEAD 50 PSF GROUND SNOW 47 PSF FLAT ROOF SNOW 20 PSF DEAD 115 MPH WIND EXPOSURE: B Scale Project number Date devon telberg, aia 665 Saratoga Rd Wilton, NY 12831 t (518) 212-7778 e devon@telbergstudio.com PROGRESS -NOT FOR CONSTRUCTI ON 8/12/2024 1:57:11 AMAs indicated A102 Second Floor Removals & Framing Plan 2404 The Bergman Residence 8/11/24 76 Walton St. Saratoga Springs, NY 12866 76 Walton St Addition & Renovation 1/4" = 1'-0"1 Second Floor Removals Plan PROGRESS -NOT FOR CONSTRUCTI ON 1/4" = 1'-0"2 Second Floor Framing Plan No. Description Date Door & Window Schedule Type Mark Quantity Width Height Type Comments Manufacturer Model Glass Type Daylight Area Heat Transfer Coefficient (U) Thermal Resistance (R)Comments D62 1 6' - 0 5/8" 6' - 10" Exterior 2DR Marvin UOFD2.25G2 6068 IG Low E II with Argon 24 SF D164 1 13' - 11" 6' - 10" Exterior 2DR 2WN Marvin UOFDG2 14068 IG Low E II with Argon 58 SF B60 1 5' - 0" 6' - 8" Interior BiFold 0 SF D60 1 5' - 0" 6' - 8" Interior Double Panel 0 SF P32 2 2' - 8" 6' - 8" Interior Pocket Panel 0 SF 30 6 2' - 6" 6' - 8" Interior Single Panel 0 SF 0.3865 BTU/(h·ft²·°F) 2.5873 (h·ft²·°F)/BTU 32 7 2' - 8" 6' - 8" Interior Single Panel 0 SF 0.3865 BTU/(h·ft²·°F) 2.5873 (h·ft²·°F)/BTU 36 2 3' - 0" 6' - 8" Interior Single Panel 0 SF 0.3865 BTU/(h·ft²·°F) 2.5873 (h·ft²·°F)/BTU S60 3 5' - 0" 6' - 8" Interior Sliding 2-Panel 0 SF 82 SF Window # Count Width Height Head Height Manufacturer Model Visual Light Transmittance Daylight Area Vent Area Heat Transfer Coefficient (U) Thermal Resistance (R)Comments 26 1 2' - 7" 5' - 10" 8' - 10" 0.81 0 SF 0 SF 0.5511 BTU/(h·ft²·°F) 1.8146 (h·ft²·°F)/BTU 33 1 3' - 0" 3' - 0" 6' - 6" 0 SF 0 SF 35 12 2' - 11 1/4" 4' - 11 1/2" 7' - 6" Marvin UDHG2 3042 119 SF 0 SF 36 3 2' - 11 1/4" 5' - 11 1/2" 9' - 0" Marvin UDHG2 3036 37 SF 0 SF 39 4 3' - 0" 8' - 9 1/8" 9' - 0" Marvin UCA3684 83 SF 80 SF 42 1 4' - 0" 2' - 6" 5' - 0" 0 SF 0 SF 43 2 4' - 0" 2' - 7 1/8" <varies> Marvin UFCA4832 13 SF 0 SF Total: 252 SF 80 SF 1/4" = 1'-0"3 Second Floor Proposed Plan DN W D 16 15 14 13 12 11 10 9 8 7 6 5 4 3 3 A300 1 A301 6' - 3 1/4" REMOVE ROOF, RAFTERS, CORNICE TRIM AT AREA TO RECEIVE NEW DORMER AT NEW STAIR CUT FRAMING AND CEILING BELOW FOR NEW OPENING AT NEW STAIR CUT AND REMOVE EXTERIOR BRICK WALL TO RECEIVE NEW DOOR REMOVE INTERIOR CHIMNEY WALLS COMPLETE. PATCH AND REPAIR EXTERIOR WALL FOR ACHIEVING GOOD CONDITION EXISTING CHIMNEY TO REMAIN UNOCCUPIED SPACE UNOCCUPIED SPACE 12' - 7 3/4"4' - 8 3/4"3' - 11 1/4"3' - 3 3/4"2' - 10"8' - 8"4' - 8 3/4"WALLS UNDER LOW ROOF AREAS, TYP 26 SF BATH 211 463 SF GREAT ROOM 212 BEDROOM 4 213 CL 4214UNOCCUPIED SPACE UNOCCUPIED SPACE 5' - 9 1/4"3' - 4"5' - 9"7' - 5 1/4"3' - 2 1/2"12' - 6 1/2"4' - 10"EQ EQ 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.D6243 4342 30 30 30 EXISTING TO REMAINNEW ADDITION11' - 0 3/4"ALIGNFRAME NEW STAIR OPENING & TOP LANDING NEW SPF 2X10 AT 16" O.C.NEW SPF 2X10 AT 16" O.C.NEW SPF 2X10 AT 16" O.C.DBL. 2X10 HEADERS AT ALL NEW DOOR AND WINDOW OPENINGS, TYP.<varies> (2) STUDS E.E. (2) STUDS E.E. NEW DOOR OPENING IN EXTG EXT. WALL. NEW STL LINTEL TO SUPPORT BRICK WALL ABOVE 13' - 4 1/4"7' - 5 1/2" POSTS AT FLOOR BELOW ROOF TYPE 3 (DECK) 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 WD FRAMING 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 3' - 0 3/4"3' - 0"3' - 3 1/2" 1' - 10" 2' - 1"4 1/4"WALLS UNDER LOW ROOF AREAS, TYP 3' - 11 1/2"4' - 7 1/4"3' - 11 1/2"EXTERIOR WALL -SIDING ON 2X8 HARDIPLANK SIDING ON WEATHER BARRIER ON 3/4" EXT. GRADE PLY SHEATHING ON 2X8 WD FRAMING ON VAPOR BARRIER ON PTD. 1/2" GWB (TYPICAL AT 1ST FL) 1 A300 1 A303 2 A303 1 A301 1 A3022 2 A300 26 SF BATH 211 463 SF GREAT ROOM 212 165 SF BEDROOM 4 213 12 SFCL 4214UNOCCUPIED SPACE UNOCCUPIED SPACE D6230 42 3030 43 43 3' - 0 1/2" CODE REQUIRED 1HR FIRE-RATED EXTERIOR WALL & WINDOW OPENINGS CODE REQUIRED 1HR FIRE-RATED EXTERIOR WALL, WINDOW OPENINGS, &FIRE-TREATED WOOD OVERHANG 2' - 0"1' - 11" ROOF TYPE 1 (TPO) TPO MEMBRANE ADHERED TO 7/16" OSB EXT. GRADE COVER BOARD ON TAPERED R-10 RIGID INSULATION (MIN. 2") ON CONT. VAPOR RETARDER ON 1/2" EXT. GRADE PLY SHEATHING ON 2X10 WD FRAMING WITH R-33 BATT INSULATION ROOF TYPE 4 (ASPHALT) 1HR FIRE-RATED ASPHALT SHINGLE ON ROOFING PAPER ON 3/4" EXT. GRADE PLY SHEATHING ON 2X10 WD FRAMING FILLED WITH R-38 BATT INSULATION WALLS UNDER LOW ROOF AREAS, TYP VENT THROUGH ROOF DEMOLITION NOTES 1. REMOVE DOOR AND FRAME SYSTEM COMPLETELY, REPAIR ROUGH OPENING TO RECIEVE NEW DOOR OPENING TRIMWORK 2. EXISTING MILLWORK AND APPLIANCES TO BE REMOVED COMPLETE. 3. REMOVE EXISTING HEATING SYSTEMS COMPLETE. 4. ELEMENTS TO REMAIN IN PLACE SHALL BE PROTECTED FROM DAMAGE, DUST AND DEBRIS. 5. CONTRACTOR TO MAINTAIN WATER TIGHT INTEGRITY OF BUILDING AT ALL TIMES. 6. ALL FLOOR AND WALL CONDITIONS WHICH ARE TO RECEIVE NEW CONSTRUCTION ARE TO BE DEMOLISHED AS INDICATED AND PROPERLY PREPPED TO RECEIVE NEW FINISHES, U.O.N. 7. ALL FLOOR, WALL, AND CEILING CONDITIONS THAT ARE DISTURBED BY DEMOLITION ARE TO BE PATCHED, REPAIRED AND/OR PAINTED WITH SIMILAR MATERIALS. REFER TO PROPOSED PLANS FOR LOCATIONS. 8. ALL ELECTRICAL REMOVALS TO BE PERFORMED BY A LICENSED ELECTRICIAN.RELABEL PANELS. FOLLOW N.E.C. (NFPA 70). PROVIDE THIRD-PARTY INSPECTION. 9. PRIOR TO COMMENCING REMOVALS WORK, AND UNTIL SUCH TIME THAT FINAL WORK IS IN PLACE, CONTRACTOR SHALL ASCERTAIN REQUIREMENTS FOR, AND PROVIDE, BRACING, SHORING AND OTHER TEMPORARY SYSTEMS OF SUPPORT NEEDED TO PREVENT DAMAGE TO EXISTING CONSTRUCTION WHICH IS SCHEDULED TO REMAIN. 10. SHUT OFF, CAP AND OTHERWISE PROTECT EXISTING UTILITIES IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE PUBLIC AGENCIES OR UTILITIES HAVING JURISDICTION AND AS DIRECTED ON THE MECHANICAL AND ELECTRICAL DRAWINGS. 11. COMPLETELY REMOVE ITEMS SCHEDULED TO BE DEMOLISHED AND REMOVED, LEAVING SURFACES CLEAN, SOLID AND READY TO RECEIVE NEW MATERIALS SPECIFIED ELSEWHERE. 12. DEMOLISHED MATERIALS SHALL BE COMPLETELY REMOVED FROM THE JOB SITE AND DISPOSED OF PROPERLY UNLESS OTHERWISE DIRECTED BY OWNER. 13. ALL EXISTING ITEMS SCHEDULED TO REMAIN SHALL BE FULLY PROTECTED FROM ANY DELETERIOUS EFFECT DURING ALL PHASES OF THE PROJECT. ANY DAMAGE TO EXISTING ITEMS (WHETHER THEY ARE SHOWN ON THE DRAWINGS OR NOT) SHALL BE CORRECTED TO THE SATISFACTION OF THE OWNER AT THE EXPENSE OF THE CONTRACTOR. DEMOLITION LEGEND EXISTING WALL TO BE REMOVED EXISTING DOOR AND FRAME TO BE REMOVED EXISTING WALL TO REMAIN EXISTING DOOR TO REMAIN 14. ALL REMOVALS INDICATED MAY REQUIRE THE COORDINATED REMOVAL OF EXISTING MECHANICAL, ELECTRICAL, SECURITY SYSTEM, FIRE ALARM SYSTEM, DATA AND TELEPHONE SYSTEM AND PLUMBING EQUIPMENT AND LINES -REFER TO MECHANICAL AND ELECTRICAL CONTRACTORS FOR INFORMATION REGARDING EXISTING AND NEW H.V.A.C., PLUMBING, ELECTRICAL ETC., RELATED WORK PRIOR TO COMMENCING DEMOLITION. 15. COORDINATE ALL PARTIAL PARTITION REMOVAL DIMENSIONS WITH FLOOR PLAN PRIOR TO DEMOLITION TAKING PLACE. 16. REMOVE ALL ABANDONED PIPING, WIRING, EQUIPMENT, LIGHTING, DUCTWORK, TUBING, SUPPORTS, FIXTURES, ETC., BACK TO ITS ORIGINATION POINT, IN ITS ENTIRETY. VISIT EACH ROOM, CRAWL SPACE, ROOF, AND BUILDING EXTERIOR TO DETERMINE TOTAL SCOPE OF WORK. 17. DISCONNECT, REMOVE, RELOCATE AND PERMANENTLY RECONNECT ANY AND ALL EXISTING MECHANICAL AND ELECTRICAL WORK THAT IS REQUIRED TO REMAIN, BUT INTERFERING WITH NEW CONSTRUCTION. 18. THE CONTRACTOR SHALL NOT LEAVE, ABANDONED, PIPING, DUCTWORK, CONDUIT OR OUTLET BOXES IN PLACE, EXCEPT THOSE ABANDONED ITEMS PERMANENTLY BURIED AND CONCEALED IN EXISTING WALLS AND FLOORS. THE CONTRACTOR SHALL REMOVE ALL EXISTING EXPOSED AND ABANDONED PIPING, DUCTWORK, OUTLET BOXES, CONDUITS, ETC., EVEN THOSE ABANDONED ABOVE EXISTING CEILINGS, IN EITHER RENOVATED AREAS, OR IN AREAS NOT BEING RENOVATED. THOSE LEFT ABANDONED WITHIN EITHER EXISTING WALLS OR FLOORS, SHALL BE CUT OFF AT THE POINT WHERE THEY EXIT WALL OR FLOOR, CAPPED AND COVERED FLUSH. 19. EXISTING EQUIPMENT CONNECTIONS AND WIRING DEVICES, SCHEDULED FOR RELOCATION, SHALL BE EXTENDED TO NEW LOCATION UTILIZING THE SAME MATERIALS AND METHODS PREVIOUSLY USED. (EXAMPLE: IF EXISTING WIRING DEVICE OUTLET WAS PREVIOUSLY INSTALLED WITH GALVANIZED RIGID STEEL CONDUIT, NEW RELOCATED OUTLET SHALL BE EXTENDED WITH NEW GALVANIZED RIGID STEEL CONDUIT.) 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 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) 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. EXISTING WALL TO REMAIN EXISTING DOOR AND FRAME TO REMAIN NEW WALL NEW DOOR TYPE ID W4 W4T W6 PARTITION ASSEMBLY 1/2" GYP BD ON 2X4 WD FRAMING ON 1/2" GYP BD, TYPICAL U.O.N. 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 ROOF LOADS: 40 PSF LIVE / 10 PSF DEAD 40 PSF LIVE / 10 PSF DEAD 50 PSF GROUND SNOW 47 PSF FLAT ROOF SNOW 20 PSF DEAD 115 MPH WIND EXPOSURE: B Scale Project number Date devon telberg, aia 665 Saratoga Rd Wilton, NY 12831 t (518) 212-7778 e devon@telbergstudio.com PROGRESS -NOT FOR CONSTRUCTI ON 8/12/2024 1:57:13 AMAs indicated A103 Attic Demolition & Proposed Plan 2404 The Bergman Residence 8/11/24 76 Walton St. Saratoga Springs, NY 12866 76 Walton St Addition & Renovation 1/4" = 1'-0"2 Attic Floor Removals Plan 1/4" = 1'-0"1 Attic Floor Framing Plan No. Description Date 1/4" = 1'-0"3 Attic Floor Proposed Plan Door & Window Schedule Type Mark Quantity Width Height Type Comments Manufacturer Model Glass Type Daylight Area Heat Transfer Coefficient (U) Thermal Resistance (R)Comments D62 1 6' - 0 5/8" 6' - 10" Exterior 2DR Marvin UOFD2.25G2 6068 IG Low E II with Argon 24 SF D164 1 13' - 11" 6' - 10" Exterior 2DR 2WN Marvin UOFDG2 14068 IG Low E II with Argon 58 SF B60 1 5' - 0" 6' - 8" Interior BiFold 0 SF D60 1 5' - 0" 6' - 8" Interior Double Panel 0 SF P32 2 2' - 8" 6' - 8" Interior Pocket Panel 0 SF 30 6 2' - 6" 6' - 8" Interior Single Panel 0 SF 0.3865 BTU/(h·ft²·°F) 2.5873 (h·ft²·°F)/BTU 32 7 2' - 8" 6' - 8" Interior Single Panel 0 SF 0.3865 BTU/(h·ft²·°F) 2.5873 (h·ft²·°F)/BTU 36 2 3' - 0" 6' - 8" Interior Single Panel 0 SF 0.3865 BTU/(h·ft²·°F) 2.5873 (h·ft²·°F)/BTU S60 3 5' - 0" 6' - 8" Interior Sliding 2-Panel 0 SF 82 SF Window # Count Width Height Head Height Manufacturer Model Visual Light Transmittance Daylight Area Vent Area Heat Transfer Coefficient (U) Thermal Resistance (R)Comments 26 1 2' - 7" 5' - 10" 8' - 10" 0.81 0 SF 0 SF 0.5511 BTU/(h·ft²·°F) 1.8146 (h·ft²·°F)/BTU 33 1 3' - 0" 3' - 0" 6' - 6" 0 SF 0 SF 35 12 2' - 11 1/4" 4' - 11 1/2" 7' - 6" Marvin UDHG2 3042 119 SF 0 SF 36 3 2' - 11 1/4" 5' - 11 1/2" 9' - 0" Marvin UDHG2 3036 37 SF 0 SF 39 4 3' - 0" 8' - 9 1/8" 9' - 0" Marvin UCA3684 83 SF 80 SF 42 1 4' - 0" 2' - 6" 5' - 0" 0 SF 0 SF 43 2 4' - 0" 2' - 7 1/8" <varies> Marvin UFCA4832 13 SF 0 SF Total: 252 SF 80 SF 2 A300 12' - 7 3/4" VIF4' - 10 1/2" VIF 12" / 12"12" / 12" 12" / 12"12" / 12"12" / 12"12" / 12"8" / 12"8" / 12" EXISTING ADDITION ROOF TO BE REMOVED COMPLETELY EXISTING ROOF AREA TO BE REMOVED, VERIFY IN FIELD AND COORDINATE WITH PLANS AT NEW DORMER FOUNDATION, COLUMNS, WALLS, DOORS, STAIRS, ROOFS REMOVE EXTG ADDITION CONSTRUCTION ENTIRELY: EXISTING ROOF AREAS TO REMAIN REMOVE CHIMNEY COMPLETELY, PATCH AND REPAIR ROOF , TYP. 12" / 12"12" / 12" 12" / 12"12" / 12" 3" / 12"1/4" / 12"1/2" / 12"3" / 12"12" / 12"12" / 12"8" / 12"8" / 12" ROOF TYPE 3 (DECK) 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 WD FRAMING ROOF TYPE 1 (TPO) TPO MEMBRANE ADHERED TO 7/16" OSB EXT. GRADE COVER BOARD ON TAPERED R-10 RIGID INSULATION (MIN. 2") ON CONT. VAPOR RETARDER ON 1/2" EXT. GRADE PLY SHEATHING ON 2X10 WD FRAMING WITH R-33 BATT INSULATION ROOF TYPE 4 (ASPHALT) 1HR FIRE-RATED ASPHALT SHINGLE ON ROOFING PAPER ON 3/4" EXT. GRADE PLY SHEATHING ON 2X10 WD FRAMING FILLED WITH R-38 BATT INSULATION ROOF TYPE 4 (ASPHALT) 1HR FIRE-RATED ASPHALT SHINGLE ON ROOFING PAPER ON 3/4" EXT. GRADE PLY SHEATHING ON 2X10 WD FRAMING FILLED WITH R-38 BATT INSULATION ROOF OVER 1ST FLOOR ROOF OVER 2ND FLOOR 2x10 AT 16" OC2x10 AT 16" OC2x10 AT 16" OC2x10 AT 16" OCROOF AT NEW DORMER CODE REQUIRED 1HR FIRE-RATED FIRE- TREATED AND FIRE-RESISTANT EXTERIOR WALL FRAMING, MATERIALS, WINDOW OPENINGS, & ROOF OVERHANG 2' - 0" DEMOLITION NOTES 1. REMOVE DOOR AND FRAME SYSTEM COMPLETELY, REPAIR ROUGH OPENING TO RECIEVE NEW DOOR OPENING TRIMWORK 2. EXISTING MILLWORK AND APPLIANCES TO BE REMOVED COMPLETE. 3. REMOVE EXISTING HEATING SYSTEMS COMPLETE. 4. ELEMENTS TO REMAIN IN PLACE SHALL BE PROTECTED FROM DAMAGE, DUST AND DEBRIS. 5. CONTRACTOR TO MAINTAIN WATER TIGHT INTEGRITY OF BUILDING AT ALL TIMES. 6. ALL FLOOR AND WALL CONDITIONS WHICH ARE TO RECEIVE NEW CONSTRUCTION ARE TO BE DEMOLISHED AS INDICATED AND PROPERLY PREPPED TO RECEIVE NEW FINISHES, U.O.N. 7. ALL FLOOR, WALL, AND CEILING CONDITIONS THAT ARE DISTURBED BY DEMOLITION ARE TO BE PATCHED, REPAIRED AND/OR PAINTED WITH SIMILAR MATERIALS. REFER TO PROPOSED PLANS FOR LOCATIONS. 8. ALL ELECTRICAL REMOVALS TO BE PERFORMED BY A LICENSED ELECTRICIAN.RELABEL PANELS. FOLLOW N.E.C. (NFPA 70). PROVIDE THIRD-PARTY INSPECTION. 9. PRIOR TO COMMENCING REMOVALS WORK, AND UNTIL SUCH TIME THAT FINAL WORK IS IN PLACE, CONTRACTOR SHALL ASCERTAIN REQUIREMENTS FOR, AND PROVIDE, BRACING, SHORING AND OTHER TEMPORARY SYSTEMS OF SUPPORT NEEDED TO PREVENT DAMAGE TO EXISTING CONSTRUCTION WHICH IS SCHEDULED TO REMAIN. 10. SHUT OFF, CAP AND OTHERWISE PROTECT EXISTING UTILITIES IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE PUBLIC AGENCIES OR UTILITIES HAVING JURISDICTION AND AS DIRECTED ON THE MECHANICAL AND ELECTRICAL DRAWINGS. 11. COMPLETELY REMOVE ITEMS SCHEDULED TO BE DEMOLISHED AND REMOVED, LEAVING SURFACES CLEAN, SOLID AND READY TO RECEIVE NEW MATERIALS SPECIFIED ELSEWHERE. 12. DEMOLISHED MATERIALS SHALL BE COMPLETELY REMOVED FROM THE JOB SITE AND DISPOSED OF PROPERLY UNLESS OTHERWISE DIRECTED BY OWNER. 13. ALL EXISTING ITEMS SCHEDULED TO REMAIN SHALL BE FULLY PROTECTED FROM ANY DELETERIOUS EFFECT DURING ALL PHASES OF THE PROJECT. ANY DAMAGE TO EXISTING ITEMS (WHETHER THEY ARE SHOWN ON THE DRAWINGS OR NOT) SHALL BE CORRECTED TO THE SATISFACTION OF THE OWNER AT THE EXPENSE OF THE CONTRACTOR. DEMOLITION LEGEND EXISTING WALL TO BE REMOVED EXISTING DOOR AND FRAME TO BE REMOVED EXISTING WALL TO REMAIN EXISTING DOOR TO REMAIN 14. ALL REMOVALS INDICATED MAY REQUIRE THE COORDINATED REMOVAL OF EXISTING MECHANICAL, ELECTRICAL, SECURITY SYSTEM, FIRE ALARM SYSTEM, DATA AND TELEPHONE SYSTEM AND PLUMBING EQUIPMENT AND LINES -REFER TO MECHANICAL AND ELECTRICAL CONTRACTORS FOR INFORMATION REGARDING EXISTING AND NEW H.V.A.C., PLUMBING, ELECTRICAL ETC., RELATED WORK PRIOR TO COMMENCING DEMOLITION. 15. COORDINATE ALL PARTIAL PARTITION REMOVAL DIMENSIONS WITH FLOOR PLAN PRIOR TO DEMOLITION TAKING PLACE. 16. REMOVE ALL ABANDONED PIPING, WIRING, EQUIPMENT, LIGHTING, DUCTWORK, TUBING, SUPPORTS, FIXTURES, ETC., BACK TO ITS ORIGINATION POINT, IN ITS ENTIRETY. VISIT EACH ROOM, CRAWL SPACE, ROOF, AND BUILDING EXTERIOR TO DETERMINE TOTAL SCOPE OF WORK. 17. DISCONNECT, REMOVE, RELOCATE AND PERMANENTLY RECONNECT ANY AND ALL EXISTING MECHANICAL AND ELECTRICAL WORK THAT IS REQUIRED TO REMAIN, BUT INTERFERING WITH NEW CONSTRUCTION. 18. THE CONTRACTOR SHALL NOT LEAVE, ABANDONED, PIPING, DUCTWORK, CONDUIT OR OUTLET BOXES IN PLACE, EXCEPT THOSE ABANDONED ITEMS PERMANENTLY BURIED AND CONCEALED IN EXISTING WALLS AND FLOORS. THE CONTRACTOR SHALL REMOVE ALL EXISTING EXPOSED AND ABANDONED PIPING, DUCTWORK, OUTLET BOXES, CONDUITS, ETC., EVEN THOSE ABANDONED ABOVE EXISTING CEILINGS, IN EITHER RENOVATED AREAS, OR IN AREAS NOT BEING RENOVATED. THOSE LEFT ABANDONED WITHIN EITHER EXISTING WALLS OR FLOORS, SHALL BE CUT OFF AT THE POINT WHERE THEY EXIT WALL OR FLOOR, CAPPED AND COVERED FLUSH. 19. EXISTING EQUIPMENT CONNECTIONS AND WIRING DEVICES, SCHEDULED FOR RELOCATION, SHALL BE EXTENDED TO NEW LOCATION UTILIZING THE SAME MATERIALS AND METHODS PREVIOUSLY USED. (EXAMPLE: IF EXISTING WIRING DEVICE OUTLET WAS PREVIOUSLY INSTALLED WITH GALVANIZED RIGID STEEL CONDUIT, NEW RELOCATED OUTLET SHALL BE EXTENDED WITH NEW GALVANIZED RIGID STEEL CONDUIT.) 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 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) 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. EXISTING WALL TO REMAIN EXISTING DOOR AND FRAME TO REMAIN NEW WALL NEW DOOR TYPE ID W4 W4T W6 PARTITION ASSEMBLY 1/2" GYP BD ON 2X4 WD FRAMING ON 1/2" GYP BD, TYPICAL U.O.N. 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 ROOF LOADS: 40 PSF LIVE / 10 PSF DEAD 40 PSF LIVE / 10 PSF DEAD 50 PSF GROUND SNOW 47 PSF FLAT ROOF SNOW 20 PSF DEAD 115 MPH WIND EXPOSURE: B 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. Scale Project number Date devon telberg, aia 665 Saratoga Rd Wilton, NY 12831 t (518) 212-7778 e devon@telbergstudio.com PROGRESS -NOT FOR CONSTRUCTI ON 8/12/2024 1:57:14 AMAs indicated A104 Roof Removal, Framing and Proposed Plan 2404 The Bergman Residence 8/11/24 76 Walton St. Saratoga Springs, NY 12866 76 Walton St Addition & Renovation No. Description Date 1/4" = 1'-0"1 Roof Removal Plan 1/4" = 1'-0"2 Roof Framing Proposed Plan 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" 1 A3022 AT EXTG ROOF NEW DORMER ORIGINAL HISTORIC BLDG EXISTING TO REMAIN NEW ADDITION NEW RETAINING WALL AT +1' -0" ABOVE GRADE PLANE PATCH EXTG WINDOW OPENING WITH SALVAGED BRICK TO MATCH EXTERIOR 43 43 35 36 36 36 NEW WALL PENETRATION FOR NEW FIREPLACE VENT Addition T.O.S. -8' -1" RE-GRADE EXTG EARTH 1:2 SLOPE MAX. FROM ORIGINAL BLDG TO END OF RETAINING WALL S.M. FLASHING UNDER SIDING, TYP. 1/2" 12" ROOF TYPE 4 (ASPHALT) 1HR FIRE-RATED ASPHALT SHINGLE ON ROOFING PAPER ON 3/4" EXT. GRADE PLY SHEATHING ON 2X10 WD FRAMING FILLED WITH R-38 BATT INSULATION EXTERIOR WALL -SIDING ON 2X8 HARDIPLANK SIDING ON WEATHER BARRIER ON 3/4" EXT. GRADE PLY SHEATHING ON 2X8 WD FRAMING ON VAPOR BARRIER ON PTD. 1/2" GWB (TYPICAL AT 1ST FL) 1/4" 12" 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" 8' - 7" 10' - 4 1/2" 353535 D164 33 39 39 39 39 353535 35 35 35 D62 6 1/2"3' - 6 1/2"4' - 0"11' - 3 1/2"9' - 5"13' - 9 1/2"S.M. FLASHING UNDER SIDING, TYP. SLOPE SLOPE Addition T.O.S. -8' -1" EXTERIOR WALL -SIDING ON 2X8 HARDIPLANK SIDING ON WEATHER BARRIER ON 3/4" EXT. GRADE PLY SHEATHING ON 2X8 WD FRAMING ON VAPOR BARRIER ON PTD. 1/2" GWB (TYPICAL AT 1ST FL) ROOF TYPE 4 (ASPHALT) 1HR FIRE-RATED ASPHALT SHINGLE ON ROOFING PAPER ON 3/4" EXT. GRADE PLY SHEATHING ON 2X10 WD FRAMING FILLED WITH R-38 BATT INSULATION EXTERIOR WALL -SIDING ON 2X6 HARDIPLANK SIDING ON WEATHER BARRIER ON 3/4" EXT. GRADE PLY SHEATHING ON 2X6 WD FRAMING ON VAPOR BARRIER ON PTD. 1/2" GWB EXTERIOR WALL -BRICK ON 2X6 BRICK WITH WEEPS EVERY 16" O.C. (SECURED TO FRAMING WITH GALV. METAL TIES EVERY 16" O.C.), ON 1" AIRSPACE, ON CONT. WEATHER BARRIER , ON 1/2" EXT. GRADE GYPSUM SHEATHING, ON 2X6 WD FRAMING AT 16" O.C. WITH R-21 BATT INSULATION, ON PTD. 1/2" GWB NEW DOOR OPENING IN EXTG EXT. WALL. NEW STL LINTEL TO SUPPORT BRICK WALL ABOVE ROOF TYPE 1 (TPO) TPO MEMBRANE ADHERED TO 7/16" OSB EXT. GRADE COVER BOARD ON TAPERED R-10 RIGID INSULATION (MIN. 2") ON CONT. VAPOR RETARDER ON 1/2" EXT. GRADE PLY SHEATHING ON 2X10 WD FRAMING WITH R-33 BATT INSULATION ROOF TYPE 3 (DECK) 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 WD FRAMING REPAIR EXISTING LOUVERED ATTIC VENTS TO REMAIN, PAINT SAME COLOR AS TRIM 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 DORMER AT EXISTING ROOF EXISTING TO REMAIN 13' - 9 1/2"9' - 5"11' - 3 1/2"4' - 0"3' - 6 1/2"3" 12" 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. Addition T.O.S. -8' -1" 76 ADDRESS IDENTIFICATION 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 A3022 NEW ADDITION ORIGINAL HISTORIC BLDG EXISTING TO REMAIN NEW WINDOW AT EXTG WALL NEW WINDOW AT EXTG LOCATION PATCH EXTG OPENING WITH SALVAGED BRICK TO MATCH EXTERIOR 35 35 26 4213' - 9 1/2"9' - 5"11' - 3 1/2"4' - 0"3' - 6 1/2"2 1/8" 12" SCRAPE, PATCH, REPAIR ALL EXISTING WOOD TRIMWORK AND DOOR AWNINGS. PAINT ACCORDING TO OWNER'S SELECTED COLOR, TYP. REPAIR EXISTING WINDOW AND RETROFIT FOR NEW MECHANICAL WORK 1/2" 12" NEW WALL PENETRATION FOR STOVE HOOD EXHAUST Scale Project number Date devon telberg, aia 665 Saratoga Rd Wilton, NY 12831 t (518) 212-7778 e devon@telbergstudio.com PROGRESS -NOT FOR CONSTRUCTI ON 8/12/2024 1:57:30 AM3/16" = 1'-0" A200 Elevations 2404 The Bergman Residence 8/11/24 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"13' - 9 1/2"9' - 5"11' - 3 1/2"4' - 0"3' - 6 1/2"REMOVE ADDITION CONNECTIONS DOWN TO HISTORIC BRICK. PATCH AND REPAIR BRICK TO RECEIVE NEW CONSTRUCTION REMOVE STONE WALLS FOR NEW OPENING AT BASEMENT LEVEL REMOVE EXTG FOOTING, REPAIR SLAB EDGE TO RECEIVE NEW CONSTRUCTION + 8' - 10" AFF T/O EXTG OPENING V.I.F. REMOVE EXTG BRICK WALL ON WD FRAMING UP TO FLOOR JOIST LEVEL ABOVE REMOVE EXTG BRICK WALL ON WD FRAMING UP TO XXX REMOVE ADDITION COMPLETELY, PATCH AND REPAIR ORIGINAL BLDG'S WALL ASSEMBLY TO RECEIVE NEW CONNECTIONS AND MATERIALS EXISTING ADDITION ORIGINAL HISTORIC BLDG REMOVE COMPLETELY ORIGINAL PORCH CONSTRUCTION PATCH AND REPAIR EXTG BRICK, ADD NEW BRICK WHERE NEEDED TO PROVIDE STRAIGHT OPENING. RE-GROUT TO MATCH EXISTING FOR CLEAN, GOOD REPAIR, TYP. EXCAVATE EARTH AND PREPARE COMPACT SOIL TO RECEIVE NEW FOUNDATION REMOVE COMPETELY INTERIOR WALLS AND FINISHES DOWN TO FOUNDATION WALLS AT BASEMENT LEVEL, TYP. Addition T.O.S. -8' -1" Ex. First Floor 0' -0" Ex. Second Floor 11' -3 1/2" Ex. Basement -7' -6 1/2" Ex. Attic 20' -8 1/2" 1 A3022 1 A3022 + 8' - 10" AFF B/O SOFFIT CLG FIN. T/O LANDING Addition T.O.S. -8' -1" T/O FOUNDATION WALL TENSION-CABLE (4"" MAX. SPACING) AND 1"" DIA. POST RAILING + 5' - 1" ABV SS1' - 8 3/4"6' - 4 1/4"35 35 3535 PROVIDE NEW 1/2" GYP BD PTD FINISH TO EXTG ATTIC WD FRAMING, TYP. SOFFIT VENTS, TYP. + 2' - 6 1/2" AFF T/O SILL HT R-15 CLOSED CELL INSULATION AT INTERIOR SIDE OF FOUNDATION WALL BETWEEN TURNED 2X4 WD FRAMING, TYP.BELOW GRADE2' - 0" MIN.PROTECTIVE BOARD ON R-10 RIGID INSULATION, TYP. ORIGINAL STONE FOUNDATION WALL TO REMAIN W4T2X4 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. REMOVE BRICKS AT FULL HEIGHT OF 1ST FLOOR NEW OPENINGS NEW LINTEL TO SUPPORT BRICKS TO REMAIN, SECURE TO NEW HEADER FRAMING. SIZE TO BE DELEGATED DESIGN BY MANF. 4" CONC. ON POLYETHYLENE VAPOR BARRIER ON R-10 XPS RIGID INSULATION ON 4" GRAVEL 4-PLY 1 3/4"X14" LVL, SEE FRAMING PLAN + 6' - 4" AFF A301 6 1' - 0"3' - 6"1/4" 12" 3" 12" ROOF TYPE 4 (ASPHALT) 1HR FIRE-RATED ASPHALT SHINGLE ON ROOFING PAPER ON 3/4" EXT. GRADE PLY SHEATHING ON 2X10 WD FRAMING FILLED WITH R-38 BATT INSULATION EXTERIOR WALL -SIDING ON 2X8 HARDIPLANK SIDING ON WEATHER BARRIER ON 3/4" EXT. GRADE PLY SHEATHING ON 2X8 WD FRAMING ON VAPOR BARRIER ON PTD. 1/2" GWB (TYPICAL AT 1ST FL) ROOF TYPE 3 (DECK) 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 WD FRAMING A500 6 A500 7 A500 3 SIM EXTERIOR WALL -SIDING ON 2X6 HARDIPLANK SIDING ON WEATHER BARRIER ON 3/4" EXT. GRADE PLY SHEATHING ON 2X6 WD FRAMING ON VAPOR BARRIER ON PTD. 1/2" GWB 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. ALIGN FACE OF FINISH TO EXPOSED BRICK WALL BEYOND HURRICANE TIE H2.5, TYP.3' - 6"3' - 6"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 A301 1 A301 1 A3022 1 A3022 Addition T.O.S. -8' -1" TENSION-CABLE (4"" MAX. SPACING) AND 1"" DIA. POST RAILING CONC. RETAINING WALL BEYOND9' - 5"11' - 3 1/2"4' - 0"3' - 6 1/2"6 1/2"PROVIDE OWNER- SELECTED LT. FIXT., TYP. 1/2" PTD. EXT. GRADE GRADE A PLY. SOFFIT PANEL AT UNDERSIDE WITH SOFFIT VENT, TYP. NEW CORBEL TO MATCH EXISTING, TYP. 2' - 0" OVERHANG 39 D164 35 35 D62 REFER TO INTERIOR DWGS FOR TRIMWORK, TYP.SOFFIT CEILING AT LOW ROOF BEYOND EXTG CLG HT TO REMAIN6' - 7 1/2"NEW CLG HT AT ADDITION7' - 2"GAME ROOM 24 DINING 12 BEDROOM 2 206 BATHROOM 2 207 GREAT ROOM 212 LIVING 11 W4T 1/2" 12" 6" X 6" TRENCH DRAIN EMBEDDED INTO CONC. SLAB, CENTER LINE ALIGNED WITH ROOF EDGE OVERHANG ABOVE 1/4" / 12" REPAIR AND INFILL EXTG CONC. SLAB EDGE TO MAKE CLEAN 90-DEG CORNER, ALIGN WITH EXTG SLAB FILL WITH OPEN CELL INSULATION A301 5 FINISH FLOOR, SEE INTERIOR DWGS A500 4 A500 3 A500 2 FLOOR TYPE 2 NEW FLOOR FINISH ON 1/2" PLY SUBSTRATE ON 2x10 WD AT 16" O.C. ON 1/2" GWB ROOF TYPE 1 (TPO) TPO MEMBRANE ADHERED TO 7/16" OSB EXT. GRADE COVER BOARD ON TAPERED R-10 RIGID INSULATION (MIN. 2") ON CONT. VAPOR RETARDER ON 1/2" EXT. GRADE PLY SHEATHING ON 2X10 WD FRAMING WITH R-33 BATT INSULATION ROOF TYPE 3 (DECK) 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 WD FRAMING A500 1 FLOOR TYPE 2 NEW FLOOR FINISH ON 1/2" PLY SUBSTRATE ON 2x10 WD AT 16" O.C. ON 1/2" GWB FOUNDATION FLOOR TYPE 1 4" CONC. WITH W.W.F. ON POLYEHTYLENE VAPOR BARRIER ON R-10 POLYISOCYANURATE RIGID INSULATION ON 4" STONE ON COMPACTED FILL EXTERIOR WALL -PTD BD ON 2X6 PTD 3/4" THK BOARD ON CONT. WEATHER BARRIER ON 1/2" EXT GRADE PLY SHEATHING ON 2X6 WD FRAMING ON PTD 1/2" GWB 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 EXTERIOR WALL -SIDING ON 2X6 HARDIPLANK SIDING ON WEATHER BARRIER ON 3/4" EXT. GRADE PLY SHEATHING ON 2X6 WD FRAMING ON VAPOR BARRIER ON PTD. 1/2" GWB3' - 6"2X10 DBL HEADER STL LINTEL FOR SUPPORTING NEW BRICK OPENING A500 5 A500 8 LEDGER, P.T. 2X10 THRU- BOLTED TO RIM W/2 GALV. 1/2" BOLTS OR LAG BOLTED WITH LEDGE LOCK, TYP.5"Scale Project number Date devon telberg, aia 665 Saratoga Rd Wilton, NY 12831 t (518) 212-7778 e devon@telbergstudio.com PROGRESS -NOT FOR CONSTRUCTI ON 8/12/2024 1:57:31 AMAs indicated A300 Building Sections 2404 The Bergman Residence 8/11/24 76 Walton St. Saratoga Springs, NY 12866 76 Walton St Addition & Renovation 1/4" = 1'-0"3 Removal Building Section 1/2" = 1'-0"1 Overall Section at Asphalt Roof Typical No. Description Date 1/2" = 1'-0"2 Overall Section at TPO Roof Typical 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Ex. First Floor 0' -0" Ex. Second Floor 11' -3 1/2" Ex. Basement -7' -6 1/2" Grade -4' -0" 3 A300 3 A300 1 A300 1 A300 2 A300 2 A300 Addition T.O.S. -8' -1" OPEN TO BEYOND OPEN TO BEYOND OPEN TO BEYOND OPEN TO BEYOND UNOCCUPIED SPACE UNDER STAIR FINISH FLOOR, SEE INTERIOR DWGS, TYP. TRIMWORK, SEE INTERIOR DWGS, TYP.(11) RISERS AT 7" EA6' - 4 1/4"(4) RISERS AT 7" EA1' - 8 3/4"2' - 3 1/2"1' - 0"A301 2 A301 3 A301 4 A301 87' - 2" CH8' - 10"10' - 4 1/2"EXTERIOR WALL -SIDING ON 2X8 HARDIPLANK SIDING ON WEATHER BARRIER ON 3/4" EXT. GRADE PLY SHEATHING ON 2X8 WD FRAMING ON VAPOR BARRIER ON PTD. 1/2" GWB (TYPICAL AT 1ST FL) ROOF TYPE 4 (ASPHALT) 1HR FIRE-RATED ASPHALT SHINGLE ON ROOFING PAPER ON 3/4" EXT. GRADE PLY SHEATHING ON 2X10 WD FRAMING FILLED WITH R-38 BATT INSULATION ROOF TYPE 1 (TPO) TPO MEMBRANE ADHERED TO 7/16" OSB EXT. GRADE COVER BOARD ON TAPERED R-10 RIGID INSULATION (MIN. 2") ON CONT. VAPOR RETARDER ON 1/2" EXT. GRADE PLY SHEATHING ON 2X10 WD FRAMING WITH R-33 BATT INSULATION EXTERIOR WALL -BRICK ON 2X6 BRICK WITH WEEPS EVERY 16" O.C. (SECURED TO FRAMING WITH GALV. METAL TIES EVERY 16" O.C.), ON 1" AIRSPACE, ON CONT. WEATHER BARRIER , ON 1/2" EXT. GRADE GYPSUM SHEATHING, ON 2X6 WD FRAMING AT 16" O.C. WITH R-21 BATT INSULATION, ON PTD. 1/2" GWB FOUNDATION FLOOR TYPE 1 4" CONC. WITH W.W.F. ON POLYEHTYLENE VAPOR BARRIER ON R-10 POLYISOCYANURATE RIGID INSULATION ON 4" STONE ON COMPACTED FILL FLOOR TYPE 2 NEW FLOOR FINISH ON 1/2" PLY SUBSTRATE ON 2x10 WD AT 16" O.C. ON 1/2" GWB 35 LINE OF CROSS WD BLOCKING BEYOND 2X10 WD BLOCKING, SECURE STRUC FRAMING AT BOTH ROOFS 1' - 0" MIN.3". BENT SHEET METAL FLASHING WITH 1" DRIP EGDE. COLOR TO MATCH EXTERIOR TRIM PTD. 3/4" THK. HARDBOARD TRIM PANEL, SAME COLOR AS TRIM SEALANT (COLOR: BLACK IF TRIM COLOR IS DARK) METAL COUNTERFLASHING SELF-ADHERED FLASHING EXTEND SELF-ADHERED FLASHING AT BOTTOM ROOF MIN. 1' -6" FROM UPTURNFILL CAVITY WITH CLOSED CELL SPRAY INSULATION, MIN. 6" AT EACH SIDE TPO ROOF ASPHALT ROOF BOTTOM OF CLG SOFFIT Addition T.O.S. -8' -1" 9" 2' - 1 1/4" -9' - 1" 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 FINISH FLOOR, SEE INTERIOR DWGS 1"Addition T.O.S. -8' -1" 9" -9' - 1" 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 FINISH FLOOR, SEE INTERIOR DWGS Addition T.O.S. -8' -1" 1/2" GWB ON 2X4 TURNED WD FRAMING WITH CLOSED CELL SPRAY INSULATION BETWEEN STUDS SECURED TO FOUNDATION WALL, TYP.TYP WALL 8" TYP. FOOTING 1' - 4" FOUNDATION DAMPPROOFING GRAVEL 6" DIA. PERFORATED PVC DRAINPIPE, TYP 4" CONC STRUC. SLAB ON POLYETHYLENE VAPOR BARRIER ON CONTINUOUS RIGID INSULATION (R-10 MIN.) ON 4" GRAVEL, TYP 1" COMPRESSIBLE FILL AT FLOOR EDGE, TYP Scale Project number Date devon telberg, aia 665 Saratoga Rd Wilton, NY 12831 t (518) 212-7778 e devon@telbergstudio.com PROGRESS -NOT FOR CONSTRUCTI ON 8/12/2024 1:57:33 AMAs indicated A301 Building Section and Details 2404 The Bergman Residence 8/11/24 76 Walton St. Saratoga Springs, NY 12866 76 Walton St Addition & Renovation No. Description Date 1/2" = 1'-0"1 Building Cross Section at Stair 1" = 1'-0"3 Section Detail at Roof Transition 1" = 1'-0"5 Section Detail at Foundation & Door Sill 1" = 1'-0"7 Section Detail at Typical Brick Wall Type 1" = 1'-0"8 xx Ex. First Floor 0' -0" Ex. Second Floor 11' -3 1/2" T/O Roof 34' -6" Ex. Attic 20' -8 1/2" 2 A303 3" 12"9' - 5"11' - 3 1/2"4' - 3 1/4"24' - 11 1/2" B/O ROOF EAVE STRUC COLUMN BEYOND, WITH WD BLOCKING AND PTD. TRIMWORK. REFER TO INTERIOR DWGS FOR FINISHES EXISTING NON-CONFORMING STAIR TREADS, RISERS AND STRINGERS TO REMAIN NEW HANDRAIL ON EXTG STAIR3' - 0"NEW DORMER AT STAIR PTD. TRIMWORK AT FLOOR EDGE PTD. GYP BD, TYP PTD. GYP BD. ON WOOD BLOCKING SECURED TO UNDERSIDE OF LANDING AND STAIR STRINGERS PROVIDE NEW SIDING AND PTD. TRIMWORK TO ENCLOSE EXISTING ROOF AT BOTH SIDES OF NEW DORMERSECURE EXTG EXTERIOR WALL WD FRAMING AND BLOCKING WITH NEW FRAMING FOR DORMER6"43 CLOSET 10A LIVING 11 HALL 200 PRIMARY BEDROOM 201 GREAT ROOM 212 PTD. GYP. BD. OVER EXISTING STAIR STRINGER PTD. WD FINISH PLY. (SMOOTH) AT STRINGER INTERIOR TO CLOSE SPACE GAP BETWEEN STAIR AND FLOOR ASSEMBLY ABOVE AT LESS THAN 2'-0" HT. NEW PTD. GYP BD. CLG ON EXTG WD FRAMING, TYP. PTD. GYP BD AT SLOPED UNDERSIDE OF STAIR INSIDE CLOSET RM. 30 INFILL AT OPENING WITH SIMILAR, CONTINUOUS MATERIALS TO ADJACENT EXTG CONSTRUCTION OF BRICK ON WD FRAMING WITH BATT INSULATION. PROVIDE WATERTIGHT SEALS AND SELF-ADHERING FLASHING TO PATCH ADJ. NEW 1 3/4" X 9 1/4" LVL BEAM FOR STRUC SUPPORT AT TOP OF STAIR NEW R-38 FACED BATT INSULATION BETWEEN EXISTING RAFTERS VENTED FLAT SOFFIT, TYP. 2X12 HDWD STAIR STRINGER (CLOSED AT WALL SIDE) ROOF TYPE 4 (ASPHALT) 1HR FIRE-RATED ASPHALT SHINGLE ON ROOFING PAPER ON 3/4" EXT. GRADE PLY SHEATHING ON 2X10 WD FRAMING FILLED WITH R-38 BATT INSULATION 9' - 0" CH1 1/2"7' - 0"4 RISERS AT 7 1/4" EA2' - 3 1/4"12 RISERS AT 7 1/4" EA7' - 2"EXTERIOR WALL -SIDING ON 2X8 HARDIPLANK SIDING ON WEATHER BARRIER ON 3/4" EXT. GRADE PLY SHEATHING ON 2X8 WD FRAMING ON VAPOR BARRIER ON PTD. 1/2" GWB (TYPICAL AT 1ST FL) Ex. First Floor 0' -0" Ex. Second Floor 11' -3 1/2" Ex. Attic 20' -8 1/2" 1 A303 6' - 8" CLR HTHALL 200 ENTRY 10 CLOSET 10A GREAT ROOM 212 UNOCCUPIED SPACE UNDER STAIR NEW PTD. GWB FINISH AT EXTG FLOOR EDGE, 2X4 WD FRAMING & BLOCKING, TYP.4 RISERS AT 7 1/4" EA2' - 4 3/4"12 RISERS AT 7 1/4" EA.7' - 2"17 RISERS AT 8" EAEXISTING NON-CONFORMING STAIR11' - 3 1/2"+ 7' - 2" AFF TOP OF LANDING EXISTING LOAD-BEARING WALL TO REMAIN INFILL WALL AT REMOVED WINDOW LOCATION TO MATCH ADJACENT MATERIALS AND FINISHES NEW PTD. GWB, TYP. 1 3/4" X 9 1/4" LVL, SEE FRAMING PLAN 2X12 HDWD STAIR STRINGER (CLOSED) AT WALL SIDE 2X6 HDWD LANDING REPLACE TREADS AND WOODWORK AT WALL REMOVAL, FINISH SMOOTH AND CLEAN, TYP. EXISTING ROOF ASSEMBLY AND RAFTERS TO REMAIN PROVIDE ADDITIONAL JOIST STRUC SUPPORT AND SECURE TO EXTG ROOF JOISTS FOR STRUC SUPPORT NEW DORMER WALLS AND ROOF HEAD HT2' - 10 1/2"1 1/2"1 1/2"9' - 5"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 6' - 8"4"HEAD CLR OBSTRUCTION MAX. VARIANCE REQUESTED IN ORDER TO PROVIDE BOTTOM LANDING DEPTH AT 2ND FL LANDING AND MID-LANDING STRUCTURAL SUPPORT THAT AVOIDS EXISTING EXTERIOR WINDOW LOCATION 43 43 Scale Project number Date devon telberg, aia 665 Saratoga Rd Wilton, NY 12831 t (518) 212-7778 e devon@telbergstudio.com PROGRESS -NOT FOR CONSTRUCTI ON 8/12/2024 1:57:33 AM1/2" = 1'-0" A303 Section at New Dormer and Stair 2404 The Bergman Residence 8/11/24 76 Walton St. Saratoga Springs, NY 12866 76 Walton St Addition & Renovation 1/2" = 1'-0"1 Section at Attic Stair - North-South 1/2" = 1'-0"2 Section at Attic Stair - East-West PROGRESS -NOT FOR CONSTRUCTI ON No. Description Date Existing Proposed All original decorative elements to remain All original decorative elements to remain House directly across the street Neighboring Houses Proposed Siding Siding & Trim color Siding corners on new addition to be weaved Proposed Roofing Proposed Windows Proposed new window style Proposed new window color Proposed New Entry Door Proposed New Entry Door Stain Emtek Proposed New Entry Knob Proposed New Entry Pendant Rear exterior sconces New Entry Pathway Rear Patio New Front Steps Rooftop Railings New House Numbers New Mailbox Rear Addition Rafter Tails DESCRIPTION COVER PAGE DRAWN BY KF ISSUE 04|01|24 PROJECT 76 WALTON CLIENT BILL BERGMANSTUDIO K. 76 WALTON ST. SARATOGA SPRINGS NY, 12866 aDRAWN BYKFPROJECT76 WALTON ST01STUDIO K.FRONT ELEVATION 1/8” = 1’-0” EXISTING FRIEZE TO BE RESTORED EXISTING SURROUND SIMPLIFIED NEW BRICK LANDSCAPE WALL NEW BRICK LANDSCAPE WALL NEW BRICK LANDSCAPE WALL NEW WINDOW & CASING 2'-0"4'-0"REAR ELEVATION 1/8” = 1’-0” GATE TO REAR YARD10'-0"9'-0"10"10"7'-0"10"10'-0"10"9'-0"10"6"1'-0"1'-0"11'-0"9'-0"10" aDRAWN BYKFPROJECT76 WALTON ST02STUDIO K.REAR ELEVATION 1/8” = 1’-0” REAR ELEVATION 1/8” = 1’-0” REAR ELEVATION 1/8” = 1’-0”10'-0"10"9'-0"10"10"1'-6" 3'-9" 8"3'-6"3'-0"1'-8"3'-9" 1'-0" 6"1'-0"6"1'-0"1'-0"10"3'-8" 4" aDRAWN BYKFPROJECT76 WALTON ST03STUDIO K.FRONT ELEVATION 1/8” = 1’-0”10'-0"9'-0"10"10"10"23/33 FIXED 31/65 DH.. 31/77 DH.... 21/35 FIX. REAR ELEVATION 1/8” = 1’-0”7'-0"10"10'-0"10"9'-0"10"16’ X 8’ DOUBLE SLIDER 44/106 FIX... 31/59 DH.. 35/79 L IN SWING 35” SIDELITES 31/31 FIX ROUND 31/59 DH.. 31/59 DH31/59 DH31/59 DH 64/96 FRENCH ENTRY 1'-4"2'-8"4'-5 1/2"2'-8"1'-4"1'-0" 6'-4"23'-6 1/2"4'-0" 1'-6" 3'-0" 1'-6"4'-0"5'-11" aDRAWN BYKFPROJECT76 WALTON ST04STUDIO K.REAR ELEVATION 1/8” = 1’-0”10'-0"10"9'-0"10"10"2'-0"3'-0"31/59 DH 31/59 DH. 31/59 DH 25/47 R CSMT 31/17 AWN 31/65 DG 31/77 DH2'-8" aDRAWN BYKFPROJECT76 WALTON ST05STUDIO K.REAR ELEVATION 1/8” = 1’-0” 31/65 DH 31/77 DH 31/31 FIXED ROUND 31/65 DH.. 31/65 DH71/35 FIX 25/35 R CSMT 31/59 DH1'-8"4'-6"10'-5"5'-9" 16” RADIUS 3'-8"3'-1"5'-5"5'-0" aDRAWN BYKFPROJECT76 WALTON ST06STUDIO K.MAIN LEVEL 1/8” = 1’-0” SECOND LEVEL 1/8” = 1’-0” LOUNGE PCKT OFFICE PWDR KITCHEN FRIDGE.FREEZ. PANTRY MECH. DN FP TBD PRIMARY BEDROOM PRIMARY BATH WIC WIC JUNIOR SUITE GUEST BEDROOM LAUNDRY LIVING ROOM DINING OPEN TO BELOW aDRAWN BYKFPROJECT76 WALTON ST07STUDIO K.LOWER LEVEL 1/8” = 1’-0” THIRD LEVEL 1/8” = 1’-0” GYM THEATER BAR MECH. WIC BENCH GAME ROOM PLAY ROOM OFFICE OPEN TO BELOW aDRAWN BYKFPROJECT76 WALTON ST08STUDIO K.MAIN LEVEL 1/8” = 1’-0” SECOND LEVEL 1/8” = 1’-0” 11'-8"7'-8 1/2"8'-8"1'-5"4'-0"5'-4"3' - 1 1 " 5'-8"4'-3"3'-2"5'-6" 2'-8"5'-2 1/2"5'-6"4'-0"4'-4 1/2"3'-0"11'-11" 2'-0"3'-0"9'-2"7'-11" 3'-3 1/2"7'-1"3'-3 1/2"6'-2"14'-5 1/2"3'-11"6'-8"6'-8 1/2"8'-1/2"8"2'-0"17'-10" 15'-3 1/2"1'-9"13'-7 1/2"11'-5 1/2"13'-7 1/2"16'-1 1/2"12'-1 1/2"9'-7 1/2"4'-0"1'-9"5'-10 1/2"11'-2 1/2"7'-5 1/2"9'-0"7 1/2"8"8"6"20'-0"12'-7 1/2"15'-6"5'-3"8"4"4"4"4'-2 1/2"6'-0"12'-1 1/2" 4'-0"8'-6 1/2"4'-6 1/2"3'-6 1/2"10'-6"26'-7"4'-0"22'-6"4'-0"3'-6"6'-0"15'-5 1/2"16'-3"3'-6"3'-9" 13'-7 1/2"15'-6"2'-9"7 1/2"4'-0"3'-1"3'-1 1/2"5'-3 1/2"5'-0"3'-0"5'-5"7'-1 1/2"5'-5"6'-3"10'-6 1/2"8'-0"5'-2 1/2" 5'-2"1'-5 1/2"5'-6"3'-6"2'-6 1/2"6'-4"4'-9 1/2"11'-1 1/2"11'-6 1/2"3'-9"5'-0"5'-5 1/2"10'-6"5'-0"3'-2"5'-8"4'-6"2'-10" 3'-4"3'-0"5'-9"6'-1"4'-3 1/2"2'-0" 2'-1/2" 2'-6"4'-9 1/2"7'-6"10'-9 1/2"5'-0"2'-9 1/2"4'-6"10'-9 1/2"12'-1" 7 1/2"8"8"7 1/2"18'-6 1/2"3'-11"6'-8"6'-8 1/2" aDRAWN BYKFPROJECT76 WALTON ST09STUDIO K.LOWER LEVEL 1/8” = 1’-0” THIRD LEVEL 1/8” = 1’-0” 18'-6 1/2"4'-6 1/2"4'-0"6'-0" 2'-4"5'-11 1/2"9'-10" 8'-6" 6'-10"15'-0"4'-10"8'-6 1/2"13'-10 1/2"12'-3"11'-1/2"16'-11 1/2"13'-3 1/2"6'-10"5'-2"3'-0"8'-7 1/2"4'-10 1/2"13'-9 1/2"4'-6"4'-3"1'-6"12'-10"2'-5 1/2" 12'-3"18'-8 1/2"7'-7"2'-3 1/2"4'-8"2'-10"1'-8"12'-10"9'-0"4'-1 1/2"11'-0"12'-6"3'-4"4'-7"8'-10"9'-0"11'-3"5'-10 1/2"14'-8"4'-8 1/2"7'-10 1/2"26'-2 1/2"6'-8 1/2"10'-10 1/2"3'-5"6'-11" aDRAWN BYKFPROJECT76 WALTON ST10STUDIO K.10’-0”9’-8”10"7'-6"7'-8"9'-0"7'-0"8'-8"10’-0”6"STAIR SECTION 1 1/8” = 1’-0” STAIR SECTION 2 1/8” = 1’-0”