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Home My WebLink About20240171 49 Franklin Window 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 CITY HALL - 474 BROADWAY SARATOGA SPRINGS, NEW YORK 12866-2296 TEL: 518-587-3550 X2533 www.saratoga-springs.org [FOR OFFICE USE] _______________ (Application #) ____________ (Date received) __________________________ (Project Title) Staff Review _______________ **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 DESIGN 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 the filing 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.AGENDA DATE: Check City’s website (www.saratoga-springs.org) for meeting dates. Applications are placed on an agenda on first-come, first-served basis as determined by the completeness of the application. 7.APPLICATION FEE (NON-REFUNDABLE): Make checks payable to the "Commissioner of Finance”. REFER TO THE CURRENT FEE WORKSHEET INCLUDED IN THIS DOCUMENT. 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 DRAWING NUMBERPPPPrrrroooouuuuddddllllyyyy DDDDeeeessssiiiiggggnnnneeeedddd &&&& BBBBuuuuiiiilllltttt FFFFoooorrrr::::ENGINEERING APPROVALWHEN THIS ITEM IS STAMPED BY A LISCENSED PROFESSIONAL ENGINEER, IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW TITLE VIII ARTICLE 145 SECTION 7209 FOR ANY REASON UNLESS HE IS UNDER THE DIRECTION OF A LISCENSED ENGINEER TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL COMPLY WITH NEW YORK STATE EDUCATION LAWS.PROJECT NOTES:PROJECT NOTES:PROJECT NOTES:PROJECT NOTES:1. 1. 1. 1. DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.2. 2. 2. 2. VVVVEEEERRRRIIIIFFFFYYYY AAAALLLLLLLL DDDDIIIIMMMMEEEENNNNSSSSIIIIOOOONNNNSSSS PPPPRRRRIIIIOOOORRRR TTTTOOOO CCCCOOOONNNNSSSSTTTTRRRRUUUUCCCCTTTTIIIIOOOONNNN.... NNNNOOOOTTTTIIIIFFFFYYYY OOOOWWWWNNNNEEEERRRR OOOOFFFF ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES.3. 3. 3. 3. OOOOWWWWNNNNEEEERRRR &&&& CCCCOOOONNNNTTTTRRRRAAAACCCCTTTTOOOORRRR SSSSHHHHAAAALLLLLLLL CCCCOOOONNNNSSSSUUUULLLLTTTT AAAAPPPPPPPPLLLLIIIICCCCAAAABBBBLLLLEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEESSSS TTTTOOOO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL REQUIREMENTS.REQUIREMENTS.REQUIREMENTS.REQUIREMENTS.4. 4. 4. 4. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 IECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATEIECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATEIECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATEIECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATE5. 5. 5. 5. AAAALLLLLLLL PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEESSSS,,,, DDDDRRRRAAAAIIIINNNNSSSS,,,, AAAAPPPPPPPPUUUURRRRTTTTEEEENNNNAAAANNNNCCCCEEEESSSS AAAANNNNDDDD AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEESSSS UUUUSSSSEEEEDDDD TTTTOOOO SSSSEEEERRRRVVVVIIIICCCCEEEE OOOORRRR DDDDIIIISSSSCCCCHHHHAAAARRRRGGGGEEEE LLLLIIIIQQQQUUUUIIIIDDDD WWWWAAAASSSSTTTTEEEESSSS OOOORRRR SSSSEEEEWWWWAAAAGGGGEEEE SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE DDDDRRRRAAAAIIIINNNNAAAAGGGGEEEE SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF TTTTHHHHEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG OOOORRRR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NY STATERESIDENTIAL CODE OF NY STATERESIDENTIAL CODE OF NY STATERESIDENTIAL CODE OF NY STATE6. 6. 6. 6. EEEEVVVVEEEERRRRYYYY PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEE,,,, DDDDEEEEVVVVIIIICCCCEEEE OOOORRRR AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEE RRRREEEEQQQQUUUUIIIIRRRRIIIINNNNGGGG OOOORRRR UUUUSSSSIIIINNNNGGGG WWWWAAAATTTTEEEERRRR FFFFOOOORRRR IIIITTTTSSSS PPPPRRRROOOOPPPPEEEERRRR OOOOPPPPEEEERRRRAAAATTTTIIIIOOOONNNN SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY OOOORRRR IIIINNNNDDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE WWWWAAAATTTTEEEERRRR SSSSUUUUPPPPPPPPLLLLYYYY IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.7. 7. 7. 7. TTTTHHHHEEEE PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE PPPPRRRROOOOVVVVIIIIDDDDEEEEDDDD WWWWIIIITTTTHHHH AAAA SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF VVVVEEEENNNNTTTT PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE SSSSUUUUBBBBJJJJEEEECCCCTTTTEEEEDDDD TTTTOOOO PPPPRRRREEEESSSSSSSSUUUURRRREEEE DDDDIIIIFFFFFFFFEEEERRRREEEENNNNTTTTIIIIAAAALLLL OOOORRRR MMMMOOOORRRREEEE TTTTHHHHAAAANNNN 1111 IIIINNNNCCCCHHHH OOOOFFFF WWWWAAAATTTTEEEERRRR CCCCOOOOLLLLUUUUMMMMNNNN.... IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL CCCCOOOODDDDEEEE OOOOFFFF NY STATE.NY STATE.NY STATE.NY STATE.8. 8. 8. 8. AAAALLLLLLLL EEEELLLLEEEECCCCTTTTRRRRIIIICCCCAAAALLLL SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE IIIINNNNSSSSTTTTAAAALLLLLLLLEEEEDDDD IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.9. 9. 9. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.10. 10. 10. 10. ALL REINFORCING STEEL SHALL CONFORM WITH ASTM AALL REINFORCING STEEL SHALL CONFORM WITH ASTM AALL REINFORCING STEEL SHALL CONFORM WITH ASTM AALL REINFORCING STEEL SHALL CONFORM WITH ASTM A----666611115555 GGGGRRRRAAAADDDDEEEE 66660000....11. 11. 11. 11. NOTIFY THE ENGINEER IF ANY FILL OR NONNOTIFY THE ENGINEER IF ANY FILL OR NONNOTIFY THE ENGINEER IF ANY FILL OR NONNOTIFY THE ENGINEER IF ANY FILL OR NON----NATIVE OR WELLNATIVE OR WELLNATIVE OR WELLNATIVE OR WELL----DDDDRRRRAAAAIIIINNNNEEEEDDDD MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.12. 12. 12. 12. BBBBAAAACCCCKKKK FFFFIIIILLLLLLLL EEEEXXXXCCCCAAAAVVVVAAAATTTTIIIIOOOONNNNSSSS AAAASSSS SSSSOOOOOOOONNNN AAAASSSS PPPPOOOOSSSSSSSSIIIIBBBBLLLLEEEE.... CCCCOOOOMMMMPPPPAAAACCCCTTTT CCCCLLLLEEEEAAAANNNN SSSSOOOOIIIILLLL TTTTOOOO NNNNOOOOTTTT LLLLEEEESSSSSSSS TTTTHHHHAAAANNNN 99995555%%%% OOOOFFFF MMMMAAAAXXXXIIIIMMMMUUUUMMMM DDDDEEEENNNNSSSSIIIITTTTYYYY AAAATTTT OOOOPPPPTTTTIIIIMMMMUUUUMMMM MMMMOOOOIIIISSSSTTTTUUUURRRREEEE CONTENT.CONTENT.CONTENT.CONTENT.13. 13. 13. 13. BBBBEEEEGGGGIIIINNNNIIIINNNNGGGG IIIIMMMMMMMMEEEEDDDDIIIIAAAATTTTLLLLYYYY AAAAFFFFTTTTEEEERRRR PPPPLLLLAAAACCCCEEEEMMMMEEEENNNNTTTT,,,, PPPPRRRROOOOTTTTEEEECCCCTTTT CCCCOOOONNNNCCCCRRRREEEETTTTEEEE FFFFRRRROOOOMMMM PPPPRRRREEEEMMMMAAAATTTTUUUURRRREEEE DDDDRRRRYYYYIIIINNNNGGGG,,,, EEEEXXXXCCCCEEEESSSSSSSSIIIIVVVVEEEELLLLYYYY HHHHOOOOTTTT AAAANNNNDDDD CCCCOOOOLLLLDDDD TTTTEEEEMMMMPPPPEEEERRRRAAAATTTTUUUURRRREEEESSSS AAAANNNNDDDD MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.14. 14. 14. 14. DESIGN LOADS:DESIGN LOADS:DESIGN LOADS:DESIGN LOADS:1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 40 PSF LIVE40 PSF LIVE40 PSF LIVE40 PSF LIVE10 PSF DEAD10 PSF DEAD10 PSF DEAD10 PSF DEAD2ND FLOOR: 30 PSF LIVE2ND FLOOR: 30 PSF LIVE2ND FLOOR: 30 PSF LIVE2ND FLOOR: 30 PSF LIVE10 PSF DEAD10 PSF DEAD10 PSF DEAD10 PSF DEADSNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)ROOF LOAD: 10 PSF DEADROOF LOAD: 10 PSF DEADROOF LOAD: 10 PSF DEADROOF LOAD: 10 PSF DEADWIND SPEED: 115 MDP, 3 SECOND GUSTWIND SPEED: 115 MDP, 3 SECOND GUSTWIND SPEED: 115 MDP, 3 SECOND GUSTWIND SPEED: 115 MDP, 3 SECOND GUSTSEISMIC DESIGN CATEGORY: BSEISMIC DESIGN CATEGORY: BSEISMIC DESIGN CATEGORY: BSEISMIC DESIGN CATEGORY: BPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFSOIL GROUP: GROUP 1SOIL GROUP: GROUP 1SOIL GROUP: GROUP 1SOIL GROUP: GROUP 115.15.15.15. JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE SEALED.SEALED.SEALED.SEALED.16.16.16.16. LLLLOOOOTTTT SSSSHHHHAAAALLLLLLLL BBBBEEEE GGGGRRRRAAAADDDDEEEEDDDD SSSSOOOO AAAASSSS TTTTOOOO DDDDRRRRAAAAIIIINNNN SSSSUUUURRRRFFFFAAAACCCCEEEE WWWWAAAATTTTEEEERRRR AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN....TTTTHHHHEEEE GGGGRRRRAAAADDDDEEEE AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN WWWWAAAALLLLLLLL SSSSHHHHAAAALLLLLLLL FFFFAAAALLLLLLLL AAAA MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.17.17.17.17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER MMMMAAAANNNNUUUUFFFFAAAACCCCTTTTUUUURRRREEEERRRRSSSS SSSSPPPPEEEECCCCIIIIFFFFIIIICCCCAAAATTTTIIIIOOOONNNNSSSS....TTTTHHHHEEEE MMMMIIIINNNNIIIIMMMMUUUUMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG RRRREEEEQQQQUUUUIIIIRRRREEEEMMMMEEEENNNNTTTTSSSS SHALL BE : 4SHALL BE : 4SHALL BE : 4SHALL BE : 4----1/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 7----1/2''@ I1/2''@ I1/2''@ I1/2''@ INNNNTTTTEEEERRRRMMMMEEEEDDDDIIIIAAAATTTTEEEE SSSSUUUUPPPPPPPPOOOORRRRTTTTSSSS....18.18.18.18. HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL BBBBEEEE 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD NOSING.NOSING.NOSING.NOSING.19.19.19.19. ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES AAAANNNNDDDD NNNNAAAATTTTIIIIOOOONNNNAAAALLLL EEEELLLLEEEECCCCTTTTRRRRIIIICCCCAAAALLLL CCCCOOOODDDDEEEE SSSSTTTTAAAANNNNDDDDAAAARRRRDDDDSSSS.... TTTTHHHHIIIISSSS SSSSHHHHAAAALLLLLLLL IIIINNNNCCCCLLLLUUUUDDDDEEEE TTTTHHHHAAAATTTT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE DDDDEEEETTTTEEEECCCCTTTTOOOORRRR AAAALLLLAAAARRRRMMMMSSSS,,,, THEY ALL ALARM.THEY ALL ALARM.THEY ALL ALARM.THEY ALL ALARM.20.20.20.20. THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN TTTTHHHHEEEE CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT DIPPED DIPPED DIPPED DIPPED GALVANIZED OR STAINLESS STEEL GALVANIZED OR STAINLESS STEEL GALVANIZED OR STAINLESS STEEL GALVANIZED OR STAINLESS STEEL FFFFAAAASSSSTTTTEEEENNNNEEEERRRRSSSS AAAARRRREEEE RRRREEEEQQQQUUUUIIIIRRRREEEEDDDD....21.21.21.21. WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.22.22.22.22. WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR CCCCHHHHAAAANNNNGGGGEEEESSSS PPPPEEEERRRR HHHHOOOOUUUURRRR OOOORRRR LLLLEEEESSSSSSSS AAAASSSS DDDDEEEETTTTEEEERRRRMMMMIIIINNNNEEEEDDDD BBBBYYYY HHHHEEEE BBBBLLLLOOOOWWWWEEEERRRR DDDDOOOOOOOORRRR TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE HOUSE HOUSE HOUSE HOUSE MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.3MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.3MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.3MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.323.23.23.23. UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: FOR OPENINGS <3'00'':2FOR OPENINGS <3'00'':2FOR OPENINGS <3'00'':2FOR OPENINGS <3'00'':2----PLY 2X10, FOR OPENINGS >3'0'' BUT PLY 2X10, FOR OPENINGS >3'0'' BUT PLY 2X10, FOR OPENINGS >3'0'' BUT PLY 2X10, FOR OPENINGS >3'0'' BUT <5'0'': 3<5'0'': 3<5'0'': 3<5'0'': 3----PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK STUDS.STUDS.STUDS.STUDS.24.24.24.24. CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.25.25.25.25. WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.26.26.26.26. HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS.27.27.27.27. MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MMMMOOOORRRREEEE THAN 400CFM.THAN 400CFM.THAN 400CFM.THAN 400CFM.28.28.28.28. WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED LOCATIONS.LOCATIONS.LOCATIONS.LOCATIONS.29.29.29.29. A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE GARAGE.GARAGE.GARAGE.GARAGE.30.30.30.30. TTTTHHHHEEEE AAAATTTTTTTTIIIICCCC AAAACCCCCCCCEEEESSSSSSSS HHHHAAAATTTTCCCCHHHHWWWWAAAAYYYY WWWWIIIILLLLLLLL HHHHAAAAVVVVEEEE AAAA IIIINNNNSSSSUUUULLLLAAAATTTTIIIIOOOONNNN VVVVAAAALLLLUUUUEEEE EEEEQQQQUUUUAAAALLLL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR.Douglas W. AdamsProfessional Engineer & DesignerCell (518) 683-689974 Rolling Hills DriveGansevoort, New York 12831Saratoga Engineering Design, PCemail: saratogaengndesign@nycap.rr.comResidential/Commercial Design Plans3/1/2024 9:04:52 AMC:\(1) SED PROJECTS\Chris & Liz O’Brien\Revit\01-08-2024, Chris & Liz O’Brien.rvt149 Franklin StreetSaratoga Springs, NewYork 12866Chris & Liz O’BrienCOVER SHEETCOVER SHEETCOVER SHEETCOVER SHEETChris & Liz O’BrienD R A W I N G L I S TNO.SHEET NAME1 COVER SHEET2 EXISTING PLAN VIEWS3 FIRST FLOOR PLAN4 EXISTING/MODIFIED ELEVATIONS5 BUILDING SECTIONS UPUPUPUP24' - 0"32' - 0"Existing 9'x8'Garage DoorExisting 9'x8'Garage DoorExisting 9'x8'Garage Door3/0x6/8Existing W6x15 Steel BeamExisting W6x15 Steel Beam6' - 7"3' - 5 1/2"3' - 5 1/2"8' - 5"10' - 7 1/2"20' - 9 1/2"32' - 0"11' - 0 3/4"9' - 10 1/2"11' - 0 3/4"723.85 SFExisting GarageExisting Staircase:(DEMO)(15) Risers @ 8.34''=10'-5 1/8"(13) Treads @ 11"4' - 0"Existing 2x10 Flr. Jst.@ 16" O.C. w/Blocking@ Mid-Spans Above9'-7" From Slab to Top PlateExisting 2x4 Exterior Walls24' - 0"3' - 5 1/2"Existing 3" Stl. Column, Typ.32' - 0"24' - 0"698.45 SFExisting FoundationExisting 8" CMU Frost WallExisting 8" CMU Frost WallExisting Concrete SlabPitch 1/8" Per Ft.Existing 6" Stem Wall24' - 0"32' - 0"Gray Hatch Indicates Existing Masonry Opening12" Overhang12" Rake12" Rake12" Overhang8" / 12"8" / 12"Existing 2827 Fixed (Demo)Existing 2827 Fixed (Demo)Existing 2827 Fixed (Demo)Existing 3658 DH (Demo)Existing 3658 DH (Demo)Existing 3658 DH (Demo)Existing 3658 DH (Demo)Sloped CeilingSloped Ceiling9'-9" Flat Ceiling8' - 5 1/2"7' - 1"8' - 5 1/2"32' - 0"5' - 8 3/4"10' - 3 1/4"10' - 3 1/4"5' - 8 3/4"8' - 5 1/2"7' - 1"8' - 5 1/2"6' - 6"11' - 0"6' - 6"9' - 10"5' - 3 1/2"22x30ACCESS731.11 SFExisting Loft24' - 0"32' - 0"Existing Staircase:(Demo)(15) Risers @ 8.34''=10'-5 1/8"(13) Treads @ 11"24' - 0"3 1/2"3 1/2"3 1/2"3 1/2"3 1/2"3 1/2"31' - 5"3 1/2"3 1/2"23' - 5"DRAWING NUMBERPPPPrrrroooouuuuddddllllyyyy DDDDeeeessssiiiiggggnnnneeeedddd &&&& BBBBuuuuiiiilllltttt FFFFoooorrrr::::ENGINEERING APPROVALWHEN THIS ITEM IS STAMPED BY A LISCENSED PROFESSIONAL ENGINEER, IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW TITLE VIII ARTICLE 145 SECTION 7209 FOR ANY REASON UNLESS HE IS UNDER THE DIRECTION OF A LISCENSED ENGINEER TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL COMPLY WITH NEW YORK STATE EDUCATION LAWS.PROJECT NOTES:PROJECT NOTES:PROJECT NOTES:PROJECT NOTES:1. 1. 1. 1. DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.2. 2. 2. 2. VVVVEEEERRRRIIIIFFFFYYYY AAAALLLLLLLL DDDDIIIIMMMMEEEENNNNSSSSIIIIOOOONNNNSSSS PPPPRRRRIIIIOOOORRRR TTTTOOOO CCCCOOOONNNNSSSSTTTTRRRRUUUUCCCCTTTTIIIIOOOONNNN.... NNNNOOOOTTTTIIIIFFFFYYYY OOOOWWWWNNNNEEEERRRR OOOOFFFF ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES.3. 3. 3. 3. OOOOWWWWNNNNEEEERRRR &&&& CCCCOOOONNNNTTTTRRRRAAAACCCCTTTTOOOORRRR SSSSHHHHAAAALLLLLLLL CCCCOOOONNNNSSSSUUUULLLLTTTT AAAAPPPPPPPPLLLLIIIICCCCAAAABBBBLLLLEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEESSSS TTTTOOOO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL REQUIREMENTS.REQUIREMENTS.REQUIREMENTS.REQUIREMENTS.4. 4. 4. 4. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 IECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATEIECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATEIECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATEIECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATE5. 5. 5. 5. AAAALLLLLLLL PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEESSSS,,,, DDDDRRRRAAAAIIIINNNNSSSS,,,, AAAAPPPPPPPPUUUURRRRTTTTEEEENNNNAAAANNNNCCCCEEEESSSS AAAANNNNDDDD AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEESSSS UUUUSSSSEEEEDDDD TTTTOOOO SSSSEEEERRRRVVVVIIIICCCCEEEE OOOORRRR DDDDIIIISSSSCCCCHHHHAAAARRRRGGGGEEEE LLLLIIIIQQQQUUUUIIIIDDDD WWWWAAAASSSSTTTTEEEESSSS OOOORRRR SSSSEEEEWWWWAAAAGGGGEEEE SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE DDDDRRRRAAAAIIIINNNNAAAAGGGGEEEE SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF TTTTHHHHEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG OOOORRRR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NY STATERESIDENTIAL CODE OF NY STATERESIDENTIAL CODE OF NY STATERESIDENTIAL CODE OF NY STATE6. 6. 6. 6. EEEEVVVVEEEERRRRYYYY PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEE,,,, DDDDEEEEVVVVIIIICCCCEEEE OOOORRRR AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEE RRRREEEEQQQQUUUUIIIIRRRRIIIINNNNGGGG OOOORRRR UUUUSSSSIIIINNNNGGGG WWWWAAAATTTTEEEERRRR FFFFOOOORRRR IIIITTTTSSSS PPPPRRRROOOOPPPPEEEERRRR OOOOPPPPEEEERRRRAAAATTTTIIIIOOOONNNN SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY OOOORRRR IIIINNNNDDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE WWWWAAAATTTTEEEERRRR SSSSUUUUPPPPPPPPLLLLYYYY IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.7. 7. 7. 7. TTTTHHHHEEEE PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE PPPPRRRROOOOVVVVIIIIDDDDEEEEDDDD WWWWIIIITTTTHHHH AAAA SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF VVVVEEEENNNNTTTT PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE SSSSUUUUBBBBJJJJEEEECCCCTTTTEEEEDDDD TTTTOOOO PPPPRRRREEEESSSSSSSSUUUURRRREEEE DDDDIIIIFFFFFFFFEEEERRRREEEENNNNTTTTIIIIAAAALLLL OOOORRRR MMMMOOOORRRREEEE TTTTHHHHAAAANNNN 1111 IIIINNNNCCCCHHHH OOOOFFFF WWWWAAAATTTTEEEERRRR CCCCOOOOLLLLUUUUMMMMNNNN.... IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL CCCCOOOODDDDEEEE OOOOFFFF NY STATE.NY STATE.NY STATE.NY STATE.8. 8. 8. 8. AAAALLLLLLLL EEEELLLLEEEECCCCTTTTRRRRIIIICCCCAAAALLLL SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE IIIINNNNSSSSTTTTAAAALLLLLLLLEEEEDDDD IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.9. 9. 9. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.10. 10. 10. 10. ALL REINFORCING STEEL SHALL CONFORM WITH ASTM AALL REINFORCING STEEL SHALL CONFORM WITH ASTM AALL REINFORCING STEEL SHALL CONFORM WITH ASTM AALL REINFORCING STEEL SHALL CONFORM WITH ASTM A----666611115555 GGGGRRRRAAAADDDDEEEE 66660000....11. 11. 11. 11. NOTIFY THE ENGINEER IF ANY FILL OR NONNOTIFY THE ENGINEER IF ANY FILL OR NONNOTIFY THE ENGINEER IF ANY FILL OR NONNOTIFY THE ENGINEER IF ANY FILL OR NON----NATIVE OR WELLNATIVE OR WELLNATIVE OR WELLNATIVE OR WELL----DDDDRRRRAAAAIIIINNNNEEEEDDDD MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.12. 12. 12. 12. BBBBAAAACCCCKKKK FFFFIIIILLLLLLLL EEEEXXXXCCCCAAAAVVVVAAAATTTTIIIIOOOONNNNSSSS AAAASSSS SSSSOOOOOOOONNNN AAAASSSS PPPPOOOOSSSSSSSSIIIIBBBBLLLLEEEE.... CCCCOOOOMMMMPPPPAAAACCCCTTTT CCCCLLLLEEEEAAAANNNN SSSSOOOOIIIILLLL TTTTOOOO NNNNOOOOTTTT LLLLEEEESSSSSSSS TTTTHHHHAAAANNNN 99995555%%%% OOOOFFFF MMMMAAAAXXXXIIIIMMMMUUUUMMMM DDDDEEEENNNNSSSSIIIITTTTYYYY AAAATTTT OOOOPPPPTTTTIIIIMMMMUUUUMMMM MMMMOOOOIIIISSSSTTTTUUUURRRREEEE CONTENT.CONTENT.CONTENT.CONTENT.13. 13. 13. 13. BBBBEEEEGGGGIIIINNNNIIIINNNNGGGG IIIIMMMMMMMMEEEEDDDDIIIIAAAATTTTLLLLYYYY AAAAFFFFTTTTEEEERRRR PPPPLLLLAAAACCCCEEEEMMMMEEEENNNNTTTT,,,, PPPPRRRROOOOTTTTEEEECCCCTTTT CCCCOOOONNNNCCCCRRRREEEETTTTEEEE FFFFRRRROOOOMMMM PPPPRRRREEEEMMMMAAAATTTTUUUURRRREEEE DDDDRRRRYYYYIIIINNNNGGGG,,,, EEEEXXXXCCCCEEEESSSSSSSSIIIIVVVVEEEELLLLYYYY HHHHOOOOTTTT AAAANNNNDDDD CCCCOOOOLLLLDDDD TTTTEEEEMMMMPPPPEEEERRRRAAAATTTTUUUURRRREEEESSSS AAAANNNNDDDD MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.14. 14. 14. 14. DESIGN LOADS:DESIGN LOADS:DESIGN LOADS:DESIGN LOADS:1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 40 PSF LIVE40 PSF LIVE40 PSF LIVE40 PSF LIVE10 PSF DEAD10 PSF DEAD10 PSF DEAD10 PSF DEAD2ND FLOOR: 30 PSF LIVE2ND FLOOR: 30 PSF LIVE2ND FLOOR: 30 PSF LIVE2ND FLOOR: 30 PSF LIVE10 PSF DEAD10 PSF DEAD10 PSF DEAD10 PSF DEADSNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)ROOF LOAD: 10 PSF DEADROOF LOAD: 10 PSF DEADROOF LOAD: 10 PSF DEADROOF LOAD: 10 PSF DEADWIND SPEED: 115 MDP, 3 SECOND GUSTWIND SPEED: 115 MDP, 3 SECOND GUSTWIND SPEED: 115 MDP, 3 SECOND GUSTWIND SPEED: 115 MDP, 3 SECOND GUSTSEISMIC DESIGN CATEGORY: BSEISMIC DESIGN CATEGORY: BSEISMIC DESIGN CATEGORY: BSEISMIC DESIGN CATEGORY: BPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFSOIL GROUP: GROUP 1SOIL GROUP: GROUP 1SOIL GROUP: GROUP 1SOIL GROUP: GROUP 115.15.15.15. JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE SEALED.SEALED.SEALED.SEALED.16.16.16.16. LLLLOOOOTTTT SSSSHHHHAAAALLLLLLLL BBBBEEEE GGGGRRRRAAAADDDDEEEEDDDD SSSSOOOO AAAASSSS TTTTOOOO DDDDRRRRAAAAIIIINNNN SSSSUUUURRRRFFFFAAAACCCCEEEE WWWWAAAATTTTEEEERRRR AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN....TTTTHHHHEEEE GGGGRRRRAAAADDDDEEEE AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN WWWWAAAALLLLLLLL SSSSHHHHAAAALLLLLLLL FFFFAAAALLLLLLLL AAAA MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.17.17.17.17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER MMMMAAAANNNNUUUUFFFFAAAACCCCTTTTUUUURRRREEEERRRRSSSS SSSSPPPPEEEECCCCIIIIFFFFIIIICCCCAAAATTTTIIIIOOOONNNNSSSS....TTTTHHHHEEEE MMMMIIIINNNNIIIIMMMMUUUUMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG RRRREEEEQQQQUUUUIIIIRRRREEEEMMMMEEEENNNNTTTTSSSS SHALL BE : 4SHALL BE : 4SHALL BE : 4SHALL BE : 4----1/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 7----1/2''@ I1/2''@ I1/2''@ I1/2''@ INNNNTTTTEEEERRRRMMMMEEEEDDDDIIIIAAAATTTTEEEE SSSSUUUUPPPPPPPPOOOORRRRTTTTSSSS....18.18.18.18. HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL BBBBEEEE 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD NOSING.NOSING.NOSING.NOSING.19.19.19.19. ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES AAAANNNNDDDD NNNNAAAATTTTIIIIOOOONNNNAAAALLLL EEEELLLLEEEECCCCTTTTRRRRIIIICCCCAAAALLLL CCCCOOOODDDDEEEE SSSSTTTTAAAANNNNDDDDAAAARRRRDDDDSSSS.... TTTTHHHHIIIISSSS SSSSHHHHAAAALLLLLLLL IIIINNNNCCCCLLLLUUUUDDDDEEEE TTTTHHHHAAAATTTT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE DDDDEEEETTTTEEEECCCCTTTTOOOORRRR AAAALLLLAAAARRRRMMMMSSSS,,,, THEY ALL ALARM.THEY ALL ALARM.THEY ALL ALARM.THEY ALL ALARM.20.20.20.20. THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN TTTTHHHHEEEE CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT DIPPED DIPPED DIPPED DIPPED GALVANIZED OR STAINLESS STEEL GALVANIZED OR STAINLESS STEEL GALVANIZED OR STAINLESS STEEL GALVANIZED OR STAINLESS STEEL FFFFAAAASSSSTTTTEEEENNNNEEEERRRRSSSS AAAARRRREEEE RRRREEEEQQQQUUUUIIIIRRRREEEEDDDD....21.21.21.21. WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.22.22.22.22. WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR CCCCHHHHAAAANNNNGGGGEEEESSSS PPPPEEEERRRR HHHHOOOOUUUURRRR OOOORRRR LLLLEEEESSSSSSSS AAAASSSS DDDDEEEETTTTEEEERRRRMMMMIIIINNNNEEEEDDDD BBBBYYYY HHHHEEEE BBBBLLLLOOOOWWWWEEEERRRR DDDDOOOOOOOORRRR TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE HOUSE HOUSE HOUSE HOUSE MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.3MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.3MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.3MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.323.23.23.23. UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: FOR OPENINGS <3'00'':2FOR OPENINGS <3'00'':2FOR OPENINGS <3'00'':2FOR OPENINGS <3'00'':2----PLY 2X10, FOR OPENINGS >3'0'' BUT PLY 2X10, FOR OPENINGS >3'0'' BUT PLY 2X10, FOR OPENINGS >3'0'' BUT PLY 2X10, FOR OPENINGS >3'0'' BUT <5'0'': 3<5'0'': 3<5'0'': 3<5'0'': 3----PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK STUDS.STUDS.STUDS.STUDS.24.24.24.24. CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.25.25.25.25. WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.26.26.26.26. HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS.27.27.27.27. MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MMMMOOOORRRREEEE THAN 400CFM.THAN 400CFM.THAN 400CFM.THAN 400CFM.28.28.28.28. WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED LOCATIONS.LOCATIONS.LOCATIONS.LOCATIONS.29.29.29.29. A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE GARAGE.GARAGE.GARAGE.GARAGE.30.30.30.30. TTTTHHHHEEEE AAAATTTTTTTTIIIICCCC AAAACCCCCCCCEEEESSSSSSSS HHHHAAAATTTTCCCCHHHHWWWWAAAAYYYY WWWWIIIILLLLLLLL HHHHAAAAVVVVEEEE AAAA IIIINNNNSSSSUUUULLLLAAAATTTTIIIIOOOONNNN VVVVAAAALLLLUUUUEEEE EEEEQQQQUUUUAAAALLLL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR.Douglas W. AdamsProfessional Engineer & DesignerCell (518) 683-689974 Rolling Hills DriveGansevoort, New York 12831Saratoga Engineering Design, PCemail: saratogaengndesign@nycap.rr.comResidential/Commercial Design Plans3/1/2024 9:04:52 AMC:\(1) SED PROJECTS\Chris & Liz O’Brien\Revit\01-08-2024, Chris & Liz O’Brien.rvt249 Franklin StreetSaratoga Springs, NewYork 12866Chris & Liz O’BrienEXISTING PLANEXISTING PLANEXISTING PLANEXISTING PLANVIEWSVIEWSVIEWSVIEWS1/4" = 1'-0"1EXISTING FIRST FLOOR PLAN1/4" = 1'-0"2EXISTING FOUNDATION PLAN1/4" = 1'-0"3EXISTING ROOF PLAN1/4" = 1'-0"4EXISTING SECOND FLOOR PLAN UPUP24' - 0"32' - 0"Existing 9'x8'Garage DoorExisting 9'x8'Garage DoorExisting 9'x8'Garage Door3/0x6/8Existing W6x15 Steel BeamExisting W6x15 Steel Beam8' - 5"3 1/2"31' - 5"3 1/2"32' - 0"11' - 0 3/4"9' - 10 1/2"11' - 0 3/4"Existing 2x10 Flr. Jst. @ 16" O.C. w/Blocking@ Mid-Spans Above9'-7" From Slab to Top PlateExisting 2x4 Exterior Walls15153 1/2"23' - 5"3 1/2"24' - 0"23.17 SFBathRed Hatch Indicates 5/8'' Type "x" Fire Rated GWB on Garage Walls & Ceiling Common to House & GarageInsulated 20. Min. Fire Door w/ Self Closing HingesHeat DetectorBath Floor:• P.T. 2x6 Flr. Jsts. @ 16" O.C.• 3/4" Advantech Sheathing• 5" or R-30 Closed Cell Spray Foam InsulationExisting (2) Ply 2x10 HeaderExisting (2) Ply 2x10 HeaderExisting (2) Ply 2x10 HeaderExisting 3" Stl. Column, Typ.Hatch Indicates 3 1/2" or R-21 Closed Cell Spray Foam Insulation19' - 1 1/2"452.61 SFExisting Garage2/10x6/82/10x6/83' - 0"3' - 0"4' - 0"3' - 6"2/0x6/86' - 0"408340834083WDH21052 DHWDH21052 DHWDH21052 DHWDH21052 DHSloped CeilingSloped Ceiling9'-9" Flat Ceiling8' - 6"7' - 0"8' - 6"5' - 8 3/4"10' - 3 1/4"10' - 3 1/4"5' - 8 3/4"8' - 6"7' - 0"8' - 6"6' - 6"11' - 0"6' - 6"22x30ACCESS683.94 SFExisting Loft24' - 0"32' - 0"24' - 0"3 1/2"3 1/2"3 1/2"3 1/2"3 1/2"23' - 5"1515SDSDSDSDCOCOCOCONew Staircase:(16) Risers @ 7.82''=10'-5 1/8"(14) Treads @ 10"6' - 8"25' - 4"32' - 0"Handrail @ 3' Tall w/ Balluster Min Sep. of 4"11' - 5"3' - 0"3' - 0"INSULATION & FENESTRATION REQUIREMENTS BY COMPONENT PER TABLE 402.1.2 OF THE 2020 ECCCNYSCLIMATE ZONE 5REQUIRED PROVIDEDFENESTRATION U-FACTOR.30.30CEILING R-VALUE4949WALL R-VALUE2021BASEMENT WALL R-VALUE, CONTINUOUS15/19N/AFLOOR R-VALUE3030MASS WALL VALUE, CONTINUOUS13N/ASLAB R-VALUE, DEPTH10,2N/ACRAWL SPACE WALL R-VALUE15/19N/ADRAWING NUMBERPPPPrrrroooouuuuddddllllyyyy DDDDeeeessssiiiiggggnnnneeeedddd &&&& BBBBuuuuiiiilllltttt FFFFoooorrrr::::ENGINEERING APPROVALWHEN THIS ITEM IS STAMPED BY A LISCENSED PROFESSIONAL ENGINEER, IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW TITLE VIII ARTICLE 145 SECTION 7209 FOR ANY REASON UNLESS HE IS UNDER THE DIRECTION OF A LISCENSED ENGINEER TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL COMPLY WITH NEW YORK STATE EDUCATION LAWS.PROJECT NOTES:PROJECT NOTES:PROJECT NOTES:PROJECT NOTES:1. 1. 1. 1. DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.2. 2. 2. 2. VVVVEEEERRRRIIIIFFFFYYYY AAAALLLLLLLL DDDDIIIIMMMMEEEENNNNSSSSIIIIOOOONNNNSSSS PPPPRRRRIIIIOOOORRRR TTTTOOOO CCCCOOOONNNNSSSSTTTTRRRRUUUUCCCCTTTTIIIIOOOONNNN.... NNNNOOOOTTTTIIIIFFFFYYYY OOOOWWWWNNNNEEEERRRR OOOOFFFF ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES.3. 3. 3. 3. OOOOWWWWNNNNEEEERRRR &&&& CCCCOOOONNNNTTTTRRRRAAAACCCCTTTTOOOORRRR SSSSHHHHAAAALLLLLLLL CCCCOOOONNNNSSSSUUUULLLLTTTT AAAAPPPPPPPPLLLLIIIICCCCAAAABBBBLLLLEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEESSSS TTTTOOOO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL REQUIREMENTS.REQUIREMENTS.REQUIREMENTS.REQUIREMENTS.4. 4. 4. 4. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 IECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATEIECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATEIECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATEIECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATE5. 5. 5. 5. AAAALLLLLLLL PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEESSSS,,,, DDDDRRRRAAAAIIIINNNNSSSS,,,, AAAAPPPPPPPPUUUURRRRTTTTEEEENNNNAAAANNNNCCCCEEEESSSS AAAANNNNDDDD AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEESSSS UUUUSSSSEEEEDDDD TTTTOOOO SSSSEEEERRRRVVVVIIIICCCCEEEE OOOORRRR DDDDIIIISSSSCCCCHHHHAAAARRRRGGGGEEEE LLLLIIIIQQQQUUUUIIIIDDDD WWWWAAAASSSSTTTTEEEESSSS OOOORRRR SSSSEEEEWWWWAAAAGGGGEEEE SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE DDDDRRRRAAAAIIIINNNNAAAAGGGGEEEE SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF TTTTHHHHEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG OOOORRRR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NY STATERESIDENTIAL CODE OF NY STATERESIDENTIAL CODE OF NY STATERESIDENTIAL CODE OF NY STATE6. 6. 6. 6. EEEEVVVVEEEERRRRYYYY PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEE,,,, DDDDEEEEVVVVIIIICCCCEEEE OOOORRRR AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEE RRRREEEEQQQQUUUUIIIIRRRRIIIINNNNGGGG OOOORRRR UUUUSSSSIIIINNNNGGGG WWWWAAAATTTTEEEERRRR FFFFOOOORRRR IIIITTTTSSSS PPPPRRRROOOOPPPPEEEERRRR OOOOPPPPEEEERRRRAAAATTTTIIIIOOOONNNN SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY OOOORRRR IIIINNNNDDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE WWWWAAAATTTTEEEERRRR SSSSUUUUPPPPPPPPLLLLYYYY IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.7. 7. 7. 7. TTTTHHHHEEEE PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE PPPPRRRROOOOVVVVIIIIDDDDEEEEDDDD WWWWIIIITTTTHHHH AAAA SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF VVVVEEEENNNNTTTT PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE SSSSUUUUBBBBJJJJEEEECCCCTTTTEEEEDDDD TTTTOOOO PPPPRRRREEEESSSSSSSSUUUURRRREEEE DDDDIIIIFFFFFFFFEEEERRRREEEENNNNTTTTIIIIAAAALLLL OOOORRRR MMMMOOOORRRREEEE TTTTHHHHAAAANNNN 1111 IIIINNNNCCCCHHHH OOOOFFFF WWWWAAAATTTTEEEERRRR CCCCOOOOLLLLUUUUMMMMNNNN.... IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL CCCCOOOODDDDEEEE OOOOFFFF NY STATE.NY STATE.NY STATE.NY STATE.8. 8. 8. 8. AAAALLLLLLLL EEEELLLLEEEECCCCTTTTRRRRIIIICCCCAAAALLLL SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE IIIINNNNSSSSTTTTAAAALLLLLLLLEEEEDDDD IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.9. 9. 9. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.10. 10. 10. 10. ALL REINFORCING STEEL SHALL CONFORM WITH ASTM AALL REINFORCING STEEL SHALL CONFORM WITH ASTM AALL REINFORCING STEEL SHALL CONFORM WITH ASTM AALL REINFORCING STEEL SHALL CONFORM WITH ASTM A----666611115555 GGGGRRRRAAAADDDDEEEE 66660000....11. 11. 11. 11. NOTIFY THE ENGINEER IF ANY FILL OR NONNOTIFY THE ENGINEER IF ANY FILL OR NONNOTIFY THE ENGINEER IF ANY FILL OR NONNOTIFY THE ENGINEER IF ANY FILL OR NON----NATIVE OR WELLNATIVE OR WELLNATIVE OR WELLNATIVE OR WELL----DDDDRRRRAAAAIIIINNNNEEEEDDDD MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.12. 12. 12. 12. BBBBAAAACCCCKKKK FFFFIIIILLLLLLLL EEEEXXXXCCCCAAAAVVVVAAAATTTTIIIIOOOONNNNSSSS AAAASSSS SSSSOOOOOOOONNNN AAAASSSS PPPPOOOOSSSSSSSSIIIIBBBBLLLLEEEE.... CCCCOOOOMMMMPPPPAAAACCCCTTTT CCCCLLLLEEEEAAAANNNN SSSSOOOOIIIILLLL TTTTOOOO NNNNOOOOTTTT LLLLEEEESSSSSSSS TTTTHHHHAAAANNNN 99995555%%%% OOOOFFFF MMMMAAAAXXXXIIIIMMMMUUUUMMMM DDDDEEEENNNNSSSSIIIITTTTYYYY AAAATTTT OOOOPPPPTTTTIIIIMMMMUUUUMMMM MMMMOOOOIIIISSSSTTTTUUUURRRREEEE CONTENT.CONTENT.CONTENT.CONTENT.13. 13. 13. 13. BBBBEEEEGGGGIIIINNNNIIIINNNNGGGG IIIIMMMMMMMMEEEEDDDDIIIIAAAATTTTLLLLYYYY AAAAFFFFTTTTEEEERRRR PPPPLLLLAAAACCCCEEEEMMMMEEEENNNNTTTT,,,, PPPPRRRROOOOTTTTEEEECCCCTTTT CCCCOOOONNNNCCCCRRRREEEETTTTEEEE FFFFRRRROOOOMMMM PPPPRRRREEEEMMMMAAAATTTTUUUURRRREEEE DDDDRRRRYYYYIIIINNNNGGGG,,,, EEEEXXXXCCCCEEEESSSSSSSSIIIIVVVVEEEELLLLYYYY HHHHOOOOTTTT AAAANNNNDDDD CCCCOOOOLLLLDDDD TTTTEEEEMMMMPPPPEEEERRRRAAAATTTTUUUURRRREEEESSSS AAAANNNNDDDD MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.14. 14. 14. 14. DESIGN LOADS:DESIGN LOADS:DESIGN LOADS:DESIGN LOADS:1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 40 PSF LIVE40 PSF LIVE40 PSF LIVE40 PSF LIVE10 PSF DEAD10 PSF DEAD10 PSF DEAD10 PSF DEAD2ND FLOOR: 30 PSF LIVE2ND FLOOR: 30 PSF LIVE2ND FLOOR: 30 PSF LIVE2ND FLOOR: 30 PSF LIVE10 PSF DEAD10 PSF DEAD10 PSF DEAD10 PSF DEADSNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)ROOF LOAD: 10 PSF DEADROOF LOAD: 10 PSF DEADROOF LOAD: 10 PSF DEADROOF LOAD: 10 PSF DEADWIND SPEED: 115 MDP, 3 SECOND GUSTWIND SPEED: 115 MDP, 3 SECOND GUSTWIND SPEED: 115 MDP, 3 SECOND GUSTWIND SPEED: 115 MDP, 3 SECOND GUSTSEISMIC DESIGN CATEGORY: BSEISMIC DESIGN CATEGORY: BSEISMIC DESIGN CATEGORY: BSEISMIC DESIGN CATEGORY: BPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFSOIL GROUP: GROUP 1SOIL GROUP: GROUP 1SOIL GROUP: GROUP 1SOIL GROUP: GROUP 115.15.15.15. JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE SEALED.SEALED.SEALED.SEALED.16.16.16.16. LLLLOOOOTTTT SSSSHHHHAAAALLLLLLLL BBBBEEEE GGGGRRRRAAAADDDDEEEEDDDD SSSSOOOO AAAASSSS TTTTOOOO DDDDRRRRAAAAIIIINNNN SSSSUUUURRRRFFFFAAAACCCCEEEE WWWWAAAATTTTEEEERRRR AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN....TTTTHHHHEEEE GGGGRRRRAAAADDDDEEEE AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN WWWWAAAALLLLLLLL SSSSHHHHAAAALLLLLLLL FFFFAAAALLLLLLLL AAAA MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.17.17.17.17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER MMMMAAAANNNNUUUUFFFFAAAACCCCTTTTUUUURRRREEEERRRRSSSS SSSSPPPPEEEECCCCIIIIFFFFIIIICCCCAAAATTTTIIIIOOOONNNNSSSS....TTTTHHHHEEEE MMMMIIIINNNNIIIIMMMMUUUUMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG RRRREEEEQQQQUUUUIIIIRRRREEEEMMMMEEEENNNNTTTTSSSS SHALL BE : 4SHALL BE : 4SHALL BE : 4SHALL BE : 4----1/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 7----1/2''@ I1/2''@ I1/2''@ I1/2''@ INNNNTTTTEEEERRRRMMMMEEEEDDDDIIIIAAAATTTTEEEE SSSSUUUUPPPPPPPPOOOORRRRTTTTSSSS....18.18.18.18. HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL BBBBEEEE 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD NOSING.NOSING.NOSING.NOSING.19.19.19.19. ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES AAAANNNNDDDD NNNNAAAATTTTIIIIOOOONNNNAAAALLLL EEEELLLLEEEECCCCTTTTRRRRIIIICCCCAAAALLLL CCCCOOOODDDDEEEE SSSSTTTTAAAANNNNDDDDAAAARRRRDDDDSSSS.... TTTTHHHHIIIISSSS SSSSHHHHAAAALLLLLLLL IIIINNNNCCCCLLLLUUUUDDDDEEEE TTTTHHHHAAAATTTT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE DDDDEEEETTTTEEEECCCCTTTTOOOORRRR AAAALLLLAAAARRRRMMMMSSSS,,,, THEY ALL ALARM.THEY ALL ALARM.THEY ALL ALARM.THEY ALL ALARM.20.20.20.20. THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN TTTTHHHHEEEE CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT DIPPED DIPPED DIPPED DIPPED GALVANIZED OR STAINLESS STEEL GALVANIZED OR STAINLESS STEEL GALVANIZED OR STAINLESS STEEL GALVANIZED OR STAINLESS STEEL FFFFAAAASSSSTTTTEEEENNNNEEEERRRRSSSS AAAARRRREEEE RRRREEEEQQQQUUUUIIIIRRRREEEEDDDD....21.21.21.21. WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.22.22.22.22. WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR CCCCHHHHAAAANNNNGGGGEEEESSSS PPPPEEEERRRR HHHHOOOOUUUURRRR OOOORRRR LLLLEEEESSSSSSSS AAAASSSS DDDDEEEETTTTEEEERRRRMMMMIIIINNNNEEEEDDDD BBBBYYYY HHHHEEEE BBBBLLLLOOOOWWWWEEEERRRR DDDDOOOOOOOORRRR TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE HOUSE HOUSE HOUSE HOUSE MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.3MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.3MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.3MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.323.23.23.23. UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: FOR OPENINGS <3'00'':2FOR OPENINGS <3'00'':2FOR OPENINGS <3'00'':2FOR OPENINGS <3'00'':2----PLY 2X10, FOR OPENINGS >3'0'' BUT PLY 2X10, FOR OPENINGS >3'0'' BUT PLY 2X10, FOR OPENINGS >3'0'' BUT PLY 2X10, FOR OPENINGS >3'0'' BUT <5'0'': 3<5'0'': 3<5'0'': 3<5'0'': 3----PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK STUDS.STUDS.STUDS.STUDS.24.24.24.24. CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.25.25.25.25. WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.26.26.26.26. HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS.27.27.27.27. MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MMMMOOOORRRREEEE THAN 400CFM.THAN 400CFM.THAN 400CFM.THAN 400CFM.28.28.28.28. WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED LOCATIONS.LOCATIONS.LOCATIONS.LOCATIONS.29.29.29.29. A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE GARAGE.GARAGE.GARAGE.GARAGE.30.30.30.30. TTTTHHHHEEEE AAAATTTTTTTTIIIICCCC AAAACCCCCCCCEEEESSSSSSSS HHHHAAAATTTTCCCCHHHHWWWWAAAAYYYY WWWWIIIILLLLLLLL HHHHAAAAVVVVEEEE AAAA IIIINNNNSSSSUUUULLLLAAAATTTTIIIIOOOONNNN VVVVAAAALLLLUUUUEEEE EEEEQQQQUUUUAAAALLLL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR.Douglas W. AdamsProfessional Engineer & DesignerCell (518) 683-689974 Rolling Hills DriveGansevoort, New York 12831Saratoga Engineering Design, PCemail: saratogaengndesign@nycap.rr.comResidential/Commercial Design Plans3/1/2024 9:04:53 AMC:\(1) SED PROJECTS\Chris & Liz O’Brien\Revit\01-08-2024, Chris & Liz O’Brien.rvt349 Franklin StreetSaratoga Springs, NewYork 12866Chris & Liz O’BrienFIRST FLOORFIRST FLOORFIRST FLOORFIRST FLOORPLANPLANPLANPLAN1/4" = 1'-0"1MODIFIED FIRST FLOOR PLAN1/4" = 1'-0"3MODIFIED SECOND FLOOR PLANWINDOW SCHEDULERoom Name Model Family and TypeRoughWidthRoughHeightVisibleLightVentAreaEgressOpeningClr Opn'gWidthClr Opn'gHt. U-Value CountExisting Loft AX281 Awning (Tempered) 400 - Series Anderson Window: AX281 Awning 2' - 8" 2' - 8" 5.00 SF 1.20 SF 1.20 SF 2' - 2 7/8" 0' - 6 1/2" .3 3Existing Loft WDH21052 DH 400 Series Woodwright Double Hung: WDH21052 DH 3' - 0 1/8" 5' - 4 7/8" 11.25 SF 6.28 SF 6.18 SF 2' - 7 7/8" 2' - 4 1/4" .3 4NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENT CALCULATION SHEETRoom Name Room AreaRequiredLightVisibleLightRequiredVentVentAreaEgressOpening Model DescriptionExisting Loft 683.94 SF 54.72 SF 5.00 SF 27.36 SF 1.20 SF 1.20 SF AX281 Awning (Tempered) Anderson 400 Series AwningExisting Loft 5.00 SF 1.20 SF 1.20 SF AX281 Awning (Tempered) Anderson 400 Series AwningExisting Loft 5.00 SF 1.20 SF 1.20 SF AX281 Awning (Tempered) Anderson 400 Series AwningExisting Loft 11.25 SF 6.28 SF 6.18 SF WDH21052 DH 400 Series Woodwright DHExisting Loft 11.25 SF 6.28 SF 6.18 SF WDH21052 DH 400 Series Woodwright DHExisting Loft 11.25 SF 6.28 SF 6.18 SF WDH21052 DH 400 Series Woodwright DHExisting Loft 11.25 SF 6.28 SF 6.18 SF WDH21052 DH 400 Series Woodwright DHExisting Loft 54.72 SF 60.00 SF 27.36 SF 28.72 SFHeated Area CalculationsName AreaLoft Area 683.94 SFBath/Stairway Area 75.55 SFGrand total 759.49 SF DRAWING NUMBERPPPPrrrroooouuuuddddllllyyyy DDDDeeeessssiiiiggggnnnneeeedddd &&&& BBBBuuuuiiiilllltttt FFFFoooorrrr::::ENGINEERING APPROVALWHEN THIS ITEM IS STAMPED BY A LISCENSED PROFESSIONAL ENGINEER, IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW TITLE VIII ARTICLE 145 SECTION 7209 FOR ANY REASON UNLESS HE IS UNDER THE DIRECTION OF A LISCENSED ENGINEER TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL COMPLY WITH NEW YORK STATE EDUCATION LAWS.PROJECT NOTES:PROJECT NOTES:PROJECT NOTES:PROJECT NOTES:1. 1. 1. 1. DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.2. 2. 2. 2. VVVVEEEERRRRIIIIFFFFYYYY AAAALLLLLLLL DDDDIIIIMMMMEEEENNNNSSSSIIIIOOOONNNNSSSS PPPPRRRRIIIIOOOORRRR TTTTOOOO CCCCOOOONNNNSSSSTTTTRRRRUUUUCCCCTTTTIIIIOOOONNNN.... NNNNOOOOTTTTIIIIFFFFYYYY OOOOWWWWNNNNEEEERRRR OOOOFFFF ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES.3. 3. 3. 3. OOOOWWWWNNNNEEEERRRR &&&& CCCCOOOONNNNTTTTRRRRAAAACCCCTTTTOOOORRRR SSSSHHHHAAAALLLLLLLL CCCCOOOONNNNSSSSUUUULLLLTTTT AAAAPPPPPPPPLLLLIIIICCCCAAAABBBBLLLLEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEESSSS TTTTOOOO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL REQUIREMENTS.REQUIREMENTS.REQUIREMENTS.REQUIREMENTS.4. 4. 4. 4. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 IECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATEIECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATEIECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATEIECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATE5. 5. 5. 5. AAAALLLLLLLL PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEESSSS,,,, DDDDRRRRAAAAIIIINNNNSSSS,,,, AAAAPPPPPPPPUUUURRRRTTTTEEEENNNNAAAANNNNCCCCEEEESSSS AAAANNNNDDDD AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEESSSS UUUUSSSSEEEEDDDD TTTTOOOO SSSSEEEERRRRVVVVIIIICCCCEEEE OOOORRRR DDDDIIIISSSSCCCCHHHHAAAARRRRGGGGEEEE LLLLIIIIQQQQUUUUIIIIDDDD WWWWAAAASSSSTTTTEEEESSSS OOOORRRR SSSSEEEEWWWWAAAAGGGGEEEE SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE DDDDRRRRAAAAIIIINNNNAAAAGGGGEEEE SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF TTTTHHHHEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG OOOORRRR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NY STATERESIDENTIAL CODE OF NY STATERESIDENTIAL CODE OF NY STATERESIDENTIAL CODE OF NY STATE6. 6. 6. 6. EEEEVVVVEEEERRRRYYYY PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEE,,,, DDDDEEEEVVVVIIIICCCCEEEE OOOORRRR AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEE RRRREEEEQQQQUUUUIIIIRRRRIIIINNNNGGGG OOOORRRR UUUUSSSSIIIINNNNGGGG WWWWAAAATTTTEEEERRRR FFFFOOOORRRR IIIITTTTSSSS PPPPRRRROOOOPPPPEEEERRRR OOOOPPPPEEEERRRRAAAATTTTIIIIOOOONNNN SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY OOOORRRR IIIINNNNDDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE WWWWAAAATTTTEEEERRRR SSSSUUUUPPPPPPPPLLLLYYYY IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.7. 7. 7. 7. TTTTHHHHEEEE PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE PPPPRRRROOOOVVVVIIIIDDDDEEEEDDDD WWWWIIIITTTTHHHH AAAA SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF VVVVEEEENNNNTTTT PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE SSSSUUUUBBBBJJJJEEEECCCCTTTTEEEEDDDD TTTTOOOO PPPPRRRREEEESSSSSSSSUUUURRRREEEE DDDDIIIIFFFFFFFFEEEERRRREEEENNNNTTTTIIIIAAAALLLL OOOORRRR MMMMOOOORRRREEEE TTTTHHHHAAAANNNN 1111 IIIINNNNCCCCHHHH OOOOFFFF WWWWAAAATTTTEEEERRRR CCCCOOOOLLLLUUUUMMMMNNNN.... IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL CCCCOOOODDDDEEEE OOOOFFFF NY STATE.NY STATE.NY STATE.NY STATE.8. 8. 8. 8. AAAALLLLLLLL EEEELLLLEEEECCCCTTTTRRRRIIIICCCCAAAALLLL SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE IIIINNNNSSSSTTTTAAAALLLLLLLLEEEEDDDD IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.9. 9. 9. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.10. 10. 10. 10. ALL REINFORCING STEEL SHALL CONFORM WITH ASTM AALL REINFORCING STEEL SHALL CONFORM WITH ASTM AALL REINFORCING STEEL SHALL CONFORM WITH ASTM AALL REINFORCING STEEL SHALL CONFORM WITH ASTM A----666611115555 GGGGRRRRAAAADDDDEEEE 66660000....11. 11. 11. 11. NOTIFY THE ENGINEER IF ANY FILL OR NONNOTIFY THE ENGINEER IF ANY FILL OR NONNOTIFY THE ENGINEER IF ANY FILL OR NONNOTIFY THE ENGINEER IF ANY FILL OR NON----NATIVE OR WELLNATIVE OR WELLNATIVE OR WELLNATIVE OR WELL----DDDDRRRRAAAAIIIINNNNEEEEDDDD MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.12. 12. 12. 12. BBBBAAAACCCCKKKK FFFFIIIILLLLLLLL EEEEXXXXCCCCAAAAVVVVAAAATTTTIIIIOOOONNNNSSSS AAAASSSS SSSSOOOOOOOONNNN AAAASSSS PPPPOOOOSSSSSSSSIIIIBBBBLLLLEEEE.... CCCCOOOOMMMMPPPPAAAACCCCTTTT CCCCLLLLEEEEAAAANNNN SSSSOOOOIIIILLLL TTTTOOOO NNNNOOOOTTTT LLLLEEEESSSSSSSS TTTTHHHHAAAANNNN 99995555%%%% OOOOFFFF MMMMAAAAXXXXIIIIMMMMUUUUMMMM DDDDEEEENNNNSSSSIIIITTTTYYYY AAAATTTT OOOOPPPPTTTTIIIIMMMMUUUUMMMM MMMMOOOOIIIISSSSTTTTUUUURRRREEEE CONTENT.CONTENT.CONTENT.CONTENT.13. 13. 13. 13. BBBBEEEEGGGGIIIINNNNIIIINNNNGGGG IIIIMMMMMMMMEEEEDDDDIIIIAAAATTTTLLLLYYYY AAAAFFFFTTTTEEEERRRR PPPPLLLLAAAACCCCEEEEMMMMEEEENNNNTTTT,,,, PPPPRRRROOOOTTTTEEEECCCCTTTT CCCCOOOONNNNCCCCRRRREEEETTTTEEEE FFFFRRRROOOOMMMM PPPPRRRREEEEMMMMAAAATTTTUUUURRRREEEE DDDDRRRRYYYYIIIINNNNGGGG,,,, EEEEXXXXCCCCEEEESSSSSSSSIIIIVVVVEEEELLLLYYYY HHHHOOOOTTTT AAAANNNNDDDD CCCCOOOOLLLLDDDD TTTTEEEEMMMMPPPPEEEERRRRAAAATTTTUUUURRRREEEESSSS AAAANNNNDDDD MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.14. 14. 14. 14. DESIGN LOADS:DESIGN LOADS:DESIGN LOADS:DESIGN LOADS:1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 40 PSF LIVE40 PSF LIVE40 PSF LIVE40 PSF LIVE10 PSF DEAD10 PSF DEAD10 PSF DEAD10 PSF DEAD2ND FLOOR: 30 PSF LIVE2ND FLOOR: 30 PSF LIVE2ND FLOOR: 30 PSF LIVE2ND FLOOR: 30 PSF LIVE10 PSF DEAD10 PSF DEAD10 PSF DEAD10 PSF DEADSNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)ROOF LOAD: 10 PSF DEADROOF LOAD: 10 PSF DEADROOF LOAD: 10 PSF DEADROOF LOAD: 10 PSF DEADWIND SPEED: 115 MDP, 3 SECOND GUSTWIND SPEED: 115 MDP, 3 SECOND GUSTWIND SPEED: 115 MDP, 3 SECOND GUSTWIND SPEED: 115 MDP, 3 SECOND GUSTSEISMIC DESIGN CATEGORY: BSEISMIC DESIGN CATEGORY: BSEISMIC DESIGN CATEGORY: BSEISMIC DESIGN CATEGORY: BPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFSOIL GROUP: GROUP 1SOIL GROUP: GROUP 1SOIL GROUP: GROUP 1SOIL GROUP: GROUP 115.15.15.15. JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE SEALED.SEALED.SEALED.SEALED.16.16.16.16. LLLLOOOOTTTT SSSSHHHHAAAALLLLLLLL BBBBEEEE GGGGRRRRAAAADDDDEEEEDDDD SSSSOOOO AAAASSSS TTTTOOOO DDDDRRRRAAAAIIIINNNN SSSSUUUURRRRFFFFAAAACCCCEEEE WWWWAAAATTTTEEEERRRR AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN....TTTTHHHHEEEE GGGGRRRRAAAADDDDEEEE AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN WWWWAAAALLLLLLLL SSSSHHHHAAAALLLLLLLL FFFFAAAALLLLLLLL AAAA MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.17.17.17.17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER MMMMAAAANNNNUUUUFFFFAAAACCCCTTTTUUUURRRREEEERRRRSSSS SSSSPPPPEEEECCCCIIIIFFFFIIIICCCCAAAATTTTIIIIOOOONNNNSSSS....TTTTHHHHEEEE MMMMIIIINNNNIIIIMMMMUUUUMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG RRRREEEEQQQQUUUUIIIIRRRREEEEMMMMEEEENNNNTTTTSSSS SHALL BE : 4SHALL BE : 4SHALL BE : 4SHALL BE : 4----1/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 7----1/2''@ I1/2''@ I1/2''@ I1/2''@ INNNNTTTTEEEERRRRMMMMEEEEDDDDIIIIAAAATTTTEEEE SSSSUUUUPPPPPPPPOOOORRRRTTTTSSSS....18.18.18.18. HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL BBBBEEEE 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD NOSING.NOSING.NOSING.NOSING.19.19.19.19. ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES AAAANNNNDDDD NNNNAAAATTTTIIIIOOOONNNNAAAALLLL EEEELLLLEEEECCCCTTTTRRRRIIIICCCCAAAALLLL CCCCOOOODDDDEEEE SSSSTTTTAAAANNNNDDDDAAAARRRRDDDDSSSS.... TTTTHHHHIIIISSSS SSSSHHHHAAAALLLLLLLL IIIINNNNCCCCLLLLUUUUDDDDEEEE TTTTHHHHAAAATTTT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE DDDDEEEETTTTEEEECCCCTTTTOOOORRRR AAAALLLLAAAARRRRMMMMSSSS,,,, THEY ALL ALARM.THEY ALL ALARM.THEY ALL ALARM.THEY ALL ALARM.20.20.20.20. THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN TTTTHHHHEEEE CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT DIPPED DIPPED DIPPED DIPPED GALVANIZED OR STAINLESS STEEL GALVANIZED OR STAINLESS STEEL GALVANIZED OR STAINLESS STEEL GALVANIZED OR STAINLESS STEEL FFFFAAAASSSSTTTTEEEENNNNEEEERRRRSSSS AAAARRRREEEE RRRREEEEQQQQUUUUIIIIRRRREEEEDDDD....21.21.21.21. WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.22.22.22.22. WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR CCCCHHHHAAAANNNNGGGGEEEESSSS PPPPEEEERRRR HHHHOOOOUUUURRRR OOOORRRR LLLLEEEESSSSSSSS AAAASSSS DDDDEEEETTTTEEEERRRRMMMMIIIINNNNEEEEDDDD BBBBYYYY HHHHEEEE BBBBLLLLOOOOWWWWEEEERRRR DDDDOOOOOOOORRRR TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE HOUSE HOUSE HOUSE HOUSE MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.3MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.3MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.3MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.323.23.23.23. UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: FOR OPENINGS <3'00'':2FOR OPENINGS <3'00'':2FOR OPENINGS <3'00'':2FOR OPENINGS <3'00'':2----PLY 2X10, FOR OPENINGS >3'0'' BUT PLY 2X10, FOR OPENINGS >3'0'' BUT PLY 2X10, FOR OPENINGS >3'0'' BUT PLY 2X10, FOR OPENINGS >3'0'' BUT <5'0'': 3<5'0'': 3<5'0'': 3<5'0'': 3----PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK STUDS.STUDS.STUDS.STUDS.24.24.24.24. CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.25.25.25.25. WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.26.26.26.26. HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS.27.27.27.27. MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MMMMOOOORRRREEEE THAN 400CFM.THAN 400CFM.THAN 400CFM.THAN 400CFM.28.28.28.28. WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED LOCATIONS.LOCATIONS.LOCATIONS.LOCATIONS.29.29.29.29. A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE GARAGE.GARAGE.GARAGE.GARAGE.30.30.30.30. TTTTHHHHEEEE AAAATTTTTTTTIIIICCCC AAAACCCCCCCCEEEESSSSSSSS HHHHAAAATTTTCCCCHHHHWWWWAAAAYYYY WWWWIIIILLLLLLLL HHHHAAAAVVVVEEEE AAAA IIIINNNNSSSSUUUULLLLAAAATTTTIIIIOOOONNNN VVVVAAAALLLLUUUUEEEE EEEEQQQQUUUUAAAALLLL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR.Douglas W. AdamsProfessional Engineer & DesignerCell (518) 683-689974 Rolling Hills DriveGansevoort, New York 12831Saratoga Engineering Design, PCemail: saratogaengndesign@nycap.rr.comResidential/Commercial Design Plans3/1/2024 9:04:55 AMC:\(1) SED PROJECTS\Chris & Liz O’Brien\Revit\01-08-2024, Chris & Liz O’Brien.rvt449 Franklin StreetSaratoga Springs, NewYork 12866Chris & Liz O’BrienEXISTING/MODIFIEDEXISTING/MODIFIEDEXISTING/MODIFIEDEXISTING/MODIFIEDELEVATIONSELEVATIONSELEVATIONSELEVATIONS1/4" = 1'-0"1EXISTING FRONT ELEVATION1/4" = 1'-0"2EXISTING LEFT SIDE ELEVATION1/4" = 1'-0"3EXISTING REAR ELEVATION1/4" = 1'-0"4EXISTING RIGHT SIDE ELEVATION1/4" = 1'-0"5MODIFIED LEFT SIDE ELEVATION1/4" = 1'-0"6MODIFIED RIGHT SIDE ELEVATION1/4" = 1'-0"7MODIFIED FRONT ELEVATION1/4" = 1'-0"8MODIFIED REAR ELEVATION UPFirst Floor -Top of PlateFirst Floor -Top of PlateTop of Fnd. WallTop of Fnd. WallSecond Floor -Top of SheathingSecond Floor -Top of Sheathing6"1' - 6"REF.9' - 9"REF.7' - 2 1/4"REF.9' - 0 1/4"REF.7' - 2 1/4"REF.4' - 11"4'Existing Roof:• 2x10 Rafters @ 16" O.C. • 5/8'' OSB Roof Sheathing • Asphault Shingles• #15 Roofing PaperExisting 2x12 Ridge beam8" (R-49) Closed Cell Spray Foam Insulation Existing 2x8 Collar Ties @ 24" O.C. 8" / 12"Existing W6x15 Steel Beam683.94 SFExisting LoftFinished Floor TBD by OwnerExisting 2x10 @ 16" O.C. 5/8'' Type "x" Fire Rated GWB on Garage Walls & Ceiling Common to House & Garage as well as Underside of Stairway9' - 1 1/8"10"9' - 1 1/8"10"Existing 8" CMU Frost WallExisting Concrete SlabExisting 6" Stem WallExisting Exterior Walls:• 2x4 Stud Wall @ 16'' O.C.• Requires 3 1/2" Closed Cell Spray Foam Insulation (R-21)1/2" GWBNew Staircase:(16) Risers @ 7.82''=10'-5 1/8"(14) Treads @ 10"Handrail @ 3' Tall w/ Balluster Min Sep. of 4"Existing (2) Ply 2x10 Header24' - 0"R-30 Batt Insulation w/ Vapor BarrierP.T. 2x4 Shoe6' - 10 7/8" Typ. Window Ht.Existing Exterior Walls:• 2x4 Stud Wall @ 16'' O.C.• Requires 3 1/2" or Min. R-21 Closed Cell Spray Foam Insulation on Exterior Walls Around Staircase11' - 5"3' - 0"Existing W6x15 Steel BeamExisting W6x15 Steel Beam6' - 8"25' - 4"32' - 0"24' - 0"Existing 2x10 Floor Joists @ 16" O.C.3' - 0"3' - 0"(2) Ply 2x10 SPF #211' - 5"(2) Ply 2x10 SPF #2LUS28-2 Face Mount HangerExisting Flr. Jst. LUS28 Face Mount Hanger Typ.DRAWING NUMBERPPPPrrrroooouuuuddddllllyyyy DDDDeeeessssiiiiggggnnnneeeedddd &&&& BBBBuuuuiiiilllltttt FFFFoooorrrr::::ENGINEERING APPROVALWHEN THIS ITEM IS STAMPED BY A LISCENSED PROFESSIONAL ENGINEER, IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW TITLE VIII ARTICLE 145 SECTION 7209 FOR ANY REASON UNLESS HE IS UNDER THE DIRECTION OF A LISCENSED ENGINEER TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL COMPLY WITH NEW YORK STATE EDUCATION LAWS.PROJECT NOTES:PROJECT NOTES:PROJECT NOTES:PROJECT NOTES:1. 1. 1. 1. DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.2. 2. 2. 2. VVVVEEEERRRRIIIIFFFFYYYY AAAALLLLLLLL DDDDIIIIMMMMEEEENNNNSSSSIIIIOOOONNNNSSSS PPPPRRRRIIIIOOOORRRR TTTTOOOO CCCCOOOONNNNSSSSTTTTRRRRUUUUCCCCTTTTIIIIOOOONNNN.... NNNNOOOOTTTTIIIIFFFFYYYY OOOOWWWWNNNNEEEERRRR OOOOFFFF ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES.3. 3. 3. 3. OOOOWWWWNNNNEEEERRRR &&&& CCCCOOOONNNNTTTTRRRRAAAACCCCTTTTOOOORRRR SSSSHHHHAAAALLLLLLLL CCCCOOOONNNNSSSSUUUULLLLTTTT AAAAPPPPPPPPLLLLIIIICCCCAAAABBBBLLLLEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEESSSS TTTTOOOO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL REQUIREMENTS.REQUIREMENTS.REQUIREMENTS.REQUIREMENTS.4. 4. 4. 4. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 IECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATEIECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATEIECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATEIECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATE5. 5. 5. 5. AAAALLLLLLLL PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEESSSS,,,, DDDDRRRRAAAAIIIINNNNSSSS,,,, AAAAPPPPPPPPUUUURRRRTTTTEEEENNNNAAAANNNNCCCCEEEESSSS AAAANNNNDDDD AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEESSSS UUUUSSSSEEEEDDDD TTTTOOOO SSSSEEEERRRRVVVVIIIICCCCEEEE OOOORRRR DDDDIIIISSSSCCCCHHHHAAAARRRRGGGGEEEE LLLLIIIIQQQQUUUUIIIIDDDD WWWWAAAASSSSTTTTEEEESSSS OOOORRRR SSSSEEEEWWWWAAAAGGGGEEEE SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE DDDDRRRRAAAAIIIINNNNAAAAGGGGEEEE SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF TTTTHHHHEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG OOOORRRR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NY STATERESIDENTIAL CODE OF NY STATERESIDENTIAL CODE OF NY STATERESIDENTIAL CODE OF NY STATE6. 6. 6. 6. EEEEVVVVEEEERRRRYYYY PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEE,,,, DDDDEEEEVVVVIIIICCCCEEEE OOOORRRR AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEE RRRREEEEQQQQUUUUIIIIRRRRIIIINNNNGGGG OOOORRRR UUUUSSSSIIIINNNNGGGG WWWWAAAATTTTEEEERRRR FFFFOOOORRRR IIIITTTTSSSS PPPPRRRROOOOPPPPEEEERRRR OOOOPPPPEEEERRRRAAAATTTTIIIIOOOONNNN SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY OOOORRRR IIIINNNNDDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE WWWWAAAATTTTEEEERRRR SSSSUUUUPPPPPPPPLLLLYYYY IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.7. 7. 7. 7. TTTTHHHHEEEE PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE PPPPRRRROOOOVVVVIIIIDDDDEEEEDDDD WWWWIIIITTTTHHHH AAAA SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF VVVVEEEENNNNTTTT PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE SSSSUUUUBBBBJJJJEEEECCCCTTTTEEEEDDDD TTTTOOOO PPPPRRRREEEESSSSSSSSUUUURRRREEEE DDDDIIIIFFFFFFFFEEEERRRREEEENNNNTTTTIIIIAAAALLLL OOOORRRR MMMMOOOORRRREEEE TTTTHHHHAAAANNNN 1111 IIIINNNNCCCCHHHH OOOOFFFF WWWWAAAATTTTEEEERRRR CCCCOOOOLLLLUUUUMMMMNNNN.... IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL CCCCOOOODDDDEEEE OOOOFFFF NY STATE.NY STATE.NY STATE.NY STATE.8. 8. 8. 8. AAAALLLLLLLL EEEELLLLEEEECCCCTTTTRRRRIIIICCCCAAAALLLL SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE IIIINNNNSSSSTTTTAAAALLLLLLLLEEEEDDDD IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.9. 9. 9. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.10. 10. 10. 10. ALL REINFORCING STEEL SHALL CONFORM WITH ASTM AALL REINFORCING STEEL SHALL CONFORM WITH ASTM AALL REINFORCING STEEL SHALL CONFORM WITH ASTM AALL REINFORCING STEEL SHALL CONFORM WITH ASTM A----666611115555 GGGGRRRRAAAADDDDEEEE 66660000....11. 11. 11. 11. NOTIFY THE ENGINEER IF ANY FILL OR NONNOTIFY THE ENGINEER IF ANY FILL OR NONNOTIFY THE ENGINEER IF ANY FILL OR NONNOTIFY THE ENGINEER IF ANY FILL OR NON----NATIVE OR WELLNATIVE OR WELLNATIVE OR WELLNATIVE OR WELL----DDDDRRRRAAAAIIIINNNNEEEEDDDD MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.12. 12. 12. 12. BBBBAAAACCCCKKKK FFFFIIIILLLLLLLL EEEEXXXXCCCCAAAAVVVVAAAATTTTIIIIOOOONNNNSSSS AAAASSSS SSSSOOOOOOOONNNN AAAASSSS PPPPOOOOSSSSSSSSIIIIBBBBLLLLEEEE.... CCCCOOOOMMMMPPPPAAAACCCCTTTT CCCCLLLLEEEEAAAANNNN SSSSOOOOIIIILLLL TTTTOOOO NNNNOOOOTTTT LLLLEEEESSSSSSSS TTTTHHHHAAAANNNN 99995555%%%% OOOOFFFF MMMMAAAAXXXXIIIIMMMMUUUUMMMM DDDDEEEENNNNSSSSIIIITTTTYYYY AAAATTTT OOOOPPPPTTTTIIIIMMMMUUUUMMMM MMMMOOOOIIIISSSSTTTTUUUURRRREEEE CONTENT.CONTENT.CONTENT.CONTENT.13. 13. 13. 13. BBBBEEEEGGGGIIIINNNNIIIINNNNGGGG IIIIMMMMMMMMEEEEDDDDIIIIAAAATTTTLLLLYYYY AAAAFFFFTTTTEEEERRRR PPPPLLLLAAAACCCCEEEEMMMMEEEENNNNTTTT,,,, PPPPRRRROOOOTTTTEEEECCCCTTTT CCCCOOOONNNNCCCCRRRREEEETTTTEEEE FFFFRRRROOOOMMMM PPPPRRRREEEEMMMMAAAATTTTUUUURRRREEEE DDDDRRRRYYYYIIIINNNNGGGG,,,, EEEEXXXXCCCCEEEESSSSSSSSIIIIVVVVEEEELLLLYYYY HHHHOOOOTTTT AAAANNNNDDDD CCCCOOOOLLLLDDDD TTTTEEEEMMMMPPPPEEEERRRRAAAATTTTUUUURRRREEEESSSS AAAANNNNDDDD MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.14. 14. 14. 14. DESIGN LOADS:DESIGN LOADS:DESIGN LOADS:DESIGN LOADS:1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 40 PSF LIVE40 PSF LIVE40 PSF LIVE40 PSF LIVE10 PSF DEAD10 PSF DEAD10 PSF DEAD10 PSF DEAD2ND FLOOR: 30 PSF LIVE2ND FLOOR: 30 PSF LIVE2ND FLOOR: 30 PSF LIVE2ND FLOOR: 30 PSF LIVE10 PSF DEAD10 PSF DEAD10 PSF DEAD10 PSF DEADSNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)ROOF LOAD: 10 PSF DEADROOF LOAD: 10 PSF DEADROOF LOAD: 10 PSF DEADROOF LOAD: 10 PSF DEADWIND SPEED: 115 MDP, 3 SECOND GUSTWIND SPEED: 115 MDP, 3 SECOND GUSTWIND SPEED: 115 MDP, 3 SECOND GUSTWIND SPEED: 115 MDP, 3 SECOND GUSTSEISMIC DESIGN CATEGORY: BSEISMIC DESIGN CATEGORY: BSEISMIC DESIGN CATEGORY: BSEISMIC DESIGN CATEGORY: BPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFSOIL GROUP: GROUP 1SOIL GROUP: GROUP 1SOIL GROUP: GROUP 1SOIL GROUP: GROUP 115.15.15.15. JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE SEALED.SEALED.SEALED.SEALED.16.16.16.16. LLLLOOOOTTTT SSSSHHHHAAAALLLLLLLL BBBBEEEE GGGGRRRRAAAADDDDEEEEDDDD SSSSOOOO AAAASSSS TTTTOOOO DDDDRRRRAAAAIIIINNNN SSSSUUUURRRRFFFFAAAACCCCEEEE WWWWAAAATTTTEEEERRRR AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN....TTTTHHHHEEEE GGGGRRRRAAAADDDDEEEE AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN WWWWAAAALLLLLLLL SSSSHHHHAAAALLLLLLLL FFFFAAAALLLLLLLL AAAA MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.17.17.17.17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER MMMMAAAANNNNUUUUFFFFAAAACCCCTTTTUUUURRRREEEERRRRSSSS SSSSPPPPEEEECCCCIIIIFFFFIIIICCCCAAAATTTTIIIIOOOONNNNSSSS....TTTTHHHHEEEE MMMMIIIINNNNIIIIMMMMUUUUMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG RRRREEEEQQQQUUUUIIIIRRRREEEEMMMMEEEENNNNTTTTSSSS SHALL BE : 4SHALL BE : 4SHALL BE : 4SHALL BE : 4----1/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 7----1/2''@ I1/2''@ I1/2''@ I1/2''@ INNNNTTTTEEEERRRRMMMMEEEEDDDDIIIIAAAATTTTEEEE SSSSUUUUPPPPPPPPOOOORRRRTTTTSSSS....18.18.18.18. HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL BBBBEEEE 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD NOSING.NOSING.NOSING.NOSING.19.19.19.19. ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES AAAANNNNDDDD NNNNAAAATTTTIIIIOOOONNNNAAAALLLL EEEELLLLEEEECCCCTTTTRRRRIIIICCCCAAAALLLL CCCCOOOODDDDEEEE SSSSTTTTAAAANNNNDDDDAAAARRRRDDDDSSSS.... TTTTHHHHIIIISSSS SSSSHHHHAAAALLLLLLLL IIIINNNNCCCCLLLLUUUUDDDDEEEE TTTTHHHHAAAATTTT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE DDDDEEEETTTTEEEECCCCTTTTOOOORRRR AAAALLLLAAAARRRRMMMMSSSS,,,, THEY ALL ALARM.THEY ALL ALARM.THEY ALL ALARM.THEY ALL ALARM.20.20.20.20. THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN TTTTHHHHEEEE CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT DIPPED DIPPED DIPPED DIPPED GALVANIZED OR STAINLESS STEEL GALVANIZED OR STAINLESS STEEL GALVANIZED OR STAINLESS STEEL GALVANIZED OR STAINLESS STEEL FFFFAAAASSSSTTTTEEEENNNNEEEERRRRSSSS AAAARRRREEEE RRRREEEEQQQQUUUUIIIIRRRREEEEDDDD....21.21.21.21. WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.22.22.22.22. WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR CCCCHHHHAAAANNNNGGGGEEEESSSS PPPPEEEERRRR HHHHOOOOUUUURRRR OOOORRRR LLLLEEEESSSSSSSS AAAASSSS DDDDEEEETTTTEEEERRRRMMMMIIIINNNNEEEEDDDD BBBBYYYY HHHHEEEE BBBBLLLLOOOOWWWWEEEERRRR DDDDOOOOOOOORRRR TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE HOUSE HOUSE HOUSE HOUSE MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.3MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.3MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.3MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.323.23.23.23. UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: FOR OPENINGS <3'00'':2FOR OPENINGS <3'00'':2FOR OPENINGS <3'00'':2FOR OPENINGS <3'00'':2----PLY 2X10, FOR OPENINGS >3'0'' BUT PLY 2X10, FOR OPENINGS >3'0'' BUT PLY 2X10, FOR OPENINGS >3'0'' BUT PLY 2X10, FOR OPENINGS >3'0'' BUT <5'0'': 3<5'0'': 3<5'0'': 3<5'0'': 3----PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK STUDS.STUDS.STUDS.STUDS.24.24.24.24. CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.25.25.25.25. WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.26.26.26.26. HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS.27.27.27.27. MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MMMMOOOORRRREEEE THAN 400CFM.THAN 400CFM.THAN 400CFM.THAN 400CFM.28.28.28.28. WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED LOCATIONS.LOCATIONS.LOCATIONS.LOCATIONS.29.29.29.29. A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE GARAGE.GARAGE.GARAGE.GARAGE.30.30.30.30. TTTTHHHHEEEE AAAATTTTTTTTIIIICCCC AAAACCCCCCCCEEEESSSSSSSS HHHHAAAATTTTCCCCHHHHWWWWAAAAYYYY WWWWIIIILLLLLLLL HHHHAAAAVVVVEEEE AAAA IIIINNNNSSSSUUUULLLLAAAATTTTIIIIOOOONNNN VVVVAAAALLLLUUUUEEEE EEEEQQQQUUUUAAAALLLL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR.Douglas W. AdamsProfessional Engineer & DesignerCell (518) 683-689974 Rolling Hills DriveGansevoort, New York 12831Saratoga Engineering Design, PCemail: saratogaengndesign@nycap.rr.comResidential/Commercial Design Plans3/1/2024 9:04:55 AMC:\(1) SED PROJECTS\Chris & Liz O’Brien\Revit\01-08-2024, Chris & Liz O’Brien.rvt549 Franklin StreetSaratoga Springs, NewYork 12866Chris & Liz O’BrienBUILDINGBUILDINGBUILDINGBUILDINGSECTIONSSECTIONSSECTIONSSECTIONS3/8" = 1'-0"1STAIR SECTION1/4" = 1'-0"2LOFT FLOOR FRAMING PLAN