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Home My WebLink About20231003 119 Van Dam Addition OtherDRAWING 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 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 IIIIEEEECCCCCCCC NNNNYYYY SSSSTTTTAAAATTTTEEEE EEEENNNNEEEERRRRGGGGYYYY CCCCOOOODDDDEEEE AAAANNNNDDDD TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CODE OF NY STATECODE OF NY STATECODE OF NY STATECODE 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/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. RRRREEEEFFFFEEEERRRREEEENNNNCCCCEEEE SSSSEEEECCCCTTTTIIIIOOOONNNNSSSS RRRR333311114444 AAAANNNNDDDD R315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODE20.20.20.20. 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 SSSSEEEECCCCTTTTIIIIOOOONNNN 333300008888 OOOOFFFF TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEE OOOOFFFF NNNNYYYY SSSSTTTTAAAATTTTEEEE....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 MMMMEEEECCCCHHHHAAAANNNNIIIICCCCAAAALLLL VVVVEEEENNNNTTTTIIIILLLLAAAATTTTIIIIOOOONNNN IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH SSSSEEEECCCCTTTTIIIIOOOONNNN MMMM1111555500005555....4444....3333 OOOOFFFF THE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATE23.23.23.23. 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 Plans8/2/2024 7:59:44 AMC:\(1) SED PROJECTS\Dennis Gosier\Revit\06-24-2024, Dennis Gosier.rvt1119 Van Dam StreetSaratoga Springs, NewYork 12866Dennis & Tiffany GosierCOVER SHEETCOVER SHEETCOVER SHEETCOVER SHEETDennis & Tiffany GosierD R A W I N G L I S TNO.SHEET NAME1 COVER SHEET2 EXISTING PLAN VIEWS3 MODIFIED FND. PLAN4 MODIFIED 1st & 2nd Flr. PLAN5 EXISTING & MODIFIED ROOF PLAN6 EXISTING ELEVATION VIEWS7 MODIFIED FRONT & REAR ELEVATION8 MODIFIED ELEVATION VIEWS9 BUILDING SECTIONS10 BUILDING SECTIONS11 SITE PLAN UPUPUPREF.UPUPUP25' - 9" +/-Existing 6"x8" Rough Cut BeamExisting 6"x8" Rough Cut BeamExisting Brick ChimneyExisting 6"x6" Rough Cut ColumnExisting 2x8 Rough Cut Floor Joists @ 16'' O.C. Slab to Top of Floor Joists = 82" +/-594.71 SFExisting FoundationExisting 20" Thick Stone Foundation12' - 10 1/2"12' - 10 1/2"Existing Concrete Flr. Slab6' - 10"26' - 0"32' - 10" +/-2' - 0"23' - 9"25' - 9" +/-13' - 9 1/4"3' - 7 1/4"4' - 8 3/4"3' - 7 1/4"7' - 1 1/4"32' - 10" +/-1' - 9"7' - 2"2' - 9 1/4"8' - 11"2' - 0"3" BlockE/P3/0x6/8 (Demo)Existing 3245 DH (Demo)Existing 3261 DH (Demo)2/6x6/8Chase131.95 SFKitchen8'-5 1/2" Flat Ceiling2/6x6/82/6x6/8Existing 3245 DH (Demo)2/6x6/847.29 SFSitting Room26.39 SFBath2/6x6/82/6x6/8Existing 3261 DHExisting 4861 DH5/0x6/8158.55 SFDining Room8'-5 1/2" Flat Ceiling3/0x6/8Existing 3261 DH152.55 SFFoyer5/0x6/8Existing 3261 DHExisting 2461 DHExisting 2461 DHExisting 3561 DH157.41 SFLiving Room8'-5 1/2" Flat Ceiling8'-5 1/2" Flat Ceiling49.01 SFCovered Porch237.56 SFFront PorchDemo Existing Covered Porch. (Deck, Stairs, Roof)Demo Existing Kitchen Counter, Cabinets25' - 9" +/-25' - 9"26' - 0"6' - 10"12' - 6"13' - 3"25' - 9" +/-13' - 9 1/4"3' - 7 1/4"4' - 8 3/4"3' - 7 1/4"7' - 1 1/4"32' - 10" +/-32' - 10" +/-12' - 0"Existing 2x6 WallNote:Existing Walls Both Interior & Exterior are Rough Cut 2x Material2' - 0"Existing 2' Second Flr. Overhang2/6x6/82/6x6/82/6x6/82/6x6/8134.98 SFBedroom #1157.62 SFBedroom #28'-3" Flat Ceiling8'-3" Flat Ceiling2/6x6/855.85 SFBath2/8x5/0 TUB2/6x6/82/6x6/82/6x6/82/6x6/82/6x6/8120.88 SFBedroom #3140.26 SFBedroom #48'-3" Flat Ceiling8'-3" Flat CeilingChimneyExisting 3257 DHExisting 3257 DHExisting 3257 DHExisting 3257 DHExisting 3257 DH (Demo)Existing 3257 DH (Demo)Existing 3257 DH (Demo)Existing 3257 DHExisting 3257 DHExisting 2x6 WallDemo Existing Walls w/ Red Hatch11' - 6"3' - 0"13' - 3"27' - 9" +/-26' - 0"6' - 10"2' - 0"23' - 9"2' - 0"32' - 10" +/-27' - 9" +/-6' - 10"26' - 0"12' - 9"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 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 IIIIEEEECCCCCCCC NNNNYYYY SSSSTTTTAAAATTTTEEEE EEEENNNNEEEERRRRGGGGYYYY CCCCOOOODDDDEEEE AAAANNNNDDDD TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CODE OF NY STATECODE OF NY STATECODE OF NY STATECODE 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/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. RRRREEEEFFFFEEEERRRREEEENNNNCCCCEEEE SSSSEEEECCCCTTTTIIIIOOOONNNNSSSS RRRR333311114444 AAAANNNNDDDD R315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODE20.20.20.20. 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 SSSSEEEECCCCTTTTIIIIOOOONNNN 333300008888 OOOOFFFF TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEE OOOOFFFF NNNNYYYY SSSSTTTTAAAATTTTEEEE....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 MMMMEEEECCCCHHHHAAAANNNNIIIICCCCAAAALLLL VVVVEEEENNNNTTTTIIIILLLLAAAATTTTIIIIOOOONNNN IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH SSSSEEEECCCCTTTTIIIIOOOONNNN MMMM1111555500005555....4444....3333 OOOOFFFF THE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATE23.23.23.23. 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 Plans8/2/2024 7:59:46 AMC:\(1) SED PROJECTS\Dennis Gosier\Revit\06-24-2024, Dennis Gosier.rvt2119 Van Dam StreetSaratoga Springs, NewYork 12866Dennis & Tiffany GosierEXISTING PLANEXISTING PLANEXISTING PLANEXISTING PLANVIEWSVIEWSVIEWSVIEWS1/4" = 1'-0"1EXISTING FOUNDATION PLAN1/4" = 1'-0"2EXISTING FIRST FLOOR PLAN1/4" = 1'-0"3EXISTING SECOND FLOOR PLAN UPUPUPUPUPExisting Brick ChimneyExisting 2x8 Rough Cut Floor Joists @ 16'' O.C. Slab to Top of Floor Joists = 82" +/-Existing 20" Thick Stone FoundationExisting Concrete Flr. Slab594.71 SFExisting Foundation1101103' - 5 3/4"Existing 6"x8" Rough Cut BeamExisting 6"x8" Rough Cut Beam2' - 0"M.O.3' - 5"22' - 5"1' - 0"10' - 2"12' - 7"1' - 0"23' - 9"10"10"10"11' - 10"24' - 2"1' - 0"3' - 10"8' - 0"3' - 10"8' - 2"24' - 0"26' - 0"6' - 10"36' - 0"7' - 9 1/4"7' - 9 1/4"7' - 9 1/4"36" x 36" x 12"36" x 36" x 12"2102101919New 8" Fnd. Wall to be Poured 1.25"+/-Shorter Than Existing Stone Fnd. Wall Contractor to Field Verify Actual Height of New Fnd. Wall Such That New & Existing Floor Assemblies Match.3'x3'x12" thick Concrete Spread Footing w/ (4) #5 Rebar Equally Spaced Typical6" thk. Concrete Slab w/ Fibermesh Reinforcement4" thk. Concrete Slabw/Fibermesh Reinforcement3'' Diameter, 11 Ga. 16,900# Min. Load Capacity. (Tel-O-Post or Equal), w/ Std. End Plates (Typ. )Red Hatch Indicates 2" Lip. Typ.Smoke Alarm Carbon Monoxide DetectorCOSD6''x8'' by 8 3/4" Deep Beam Pocket w/ (4) 1/4'' Steel Plates (typ)2x10 @ 16" O.C. w/Blocking@ Mid-Spans Above6x6 P.T. Porch Column w/ ABU66Z Base, Typ.3' - 0"2929625.11 SFNew FoundationDouble Up Existing Rim to Accomadate New Opening In Fnd. Wall(2)-Ply 1 3/4"x 9 1/4'' LVL6' - 0"12' - 0"6' - 0"36' - 0"Red Circle Indicates Pinning the New Concrete Foundation Wall to Existing Stone Fnd. Wall. Typ. 18' - 2"6' - 0"32' - 10"32Existing 6"x6" Rough Cut Column3" Block2' - 0"1' - 9"7' - 2"2' - 9 1/4"8' - 11"2' - 0"9' - 4 1/2"11' - 10 1/2"11' - 10 1/2"E/P18" x 36" x 12"2x4 Wall Framing301630163016Areaway for size "C" basement door for a top of grade to TOC slab of 56". Bilco door or equal. (W)55"x(L)72"+18" Extension = 90" x(H)19 1/2". Top of new bilco fnd. wall is 18" below top of new fnd wall of addition. CONTRACTOR TO FIELD VERIFY BILCO INSTALLATION DIMENSIONS.3/0x5/04' - 0"5' - 7"7' - 4"BILCO STAIRS:(7) RISERS @ 7.68'' = 4'-9 3/4'' (6) TREADS @ 10''4' - 3"8' - 0"16"x8" Haunched Ftg. Under 2x4 Stairway WallsNew 8" Concrete Foundation WallExisting Stone Foundation WallDrill Hole Into Existing Stone Foundation Wall. Epoxy in #4 Rebar Rod 2'o.c.134.98 SFBedroom #1157.62 SFBedroom #255.85 SFBath78.89 SFOffice143.03 SFBedroom #4307.85 SFBedroom #573.92 SFMst. Bath130.03 SFHallway16" Parallel Chord Floor Joist @ 16'' O.C. 24' - 0"2x4 Band Brace, Typ.3' - 0"6' - 2"1' - 4"10"10"1' - 4"11"11"1' - 4"(2) Ply 1 3/4"x16" LVL Double 16" Parallel Chord Floor JoistNOTE:Floor Framing Plan Illustrating Opening in Floor System for Stairway to be Verified by Floor Truss Manufactuer.1' - 4"8"1' - 4"Hanger TBD by Floor Joist ManufactuerDRAWING 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 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 IIIIEEEECCCCCCCC NNNNYYYY SSSSTTTTAAAATTTTEEEE EEEENNNNEEEERRRRGGGGYYYY CCCCOOOODDDDEEEE AAAANNNNDDDD TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CODE OF NY STATECODE OF NY STATECODE OF NY STATECODE 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/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. RRRREEEEFFFFEEEERRRREEEENNNNCCCCEEEE SSSSEEEECCCCTTTTIIIIOOOONNNNSSSS RRRR333311114444 AAAANNNNDDDD R315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODE20.20.20.20. 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 SSSSEEEECCCCTTTTIIIIOOOONNNN 333300008888 OOOOFFFF TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEE OOOOFFFF NNNNYYYY SSSSTTTTAAAATTTTEEEE....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 MMMMEEEECCCCHHHHAAAANNNNIIIICCCCAAAALLLL VVVVEEEENNNNTTTTIIIILLLLAAAATTTTIIIIOOOONNNN IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH SSSSEEEECCCCTTTTIIIIOOOONNNN MMMM1111555500005555....4444....3333 OOOOFFFF THE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATE23.23.23.23. 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 Plans8/2/2024 7:59:47 AMC:\(1) SED PROJECTS\Dennis Gosier\Revit\06-24-2024, Dennis Gosier.rvt3119 Van Dam StreetSaratoga Springs, NewYork 12866Dennis & Tiffany GosierMODIFIED FND.MODIFIED FND.MODIFIED FND.MODIFIED FND.PLANPLANPLANPLAN1/4" = 1'-0"1MODIFIED FOUNDATION PLAN1/2" = 1'-0"2CONCRETE TO EXISTING STONE PINDETAIL1/4" = 1'-0"4SECOND FLOOR FRAMING PLAN REF.UPUPDWUPUPUPUPUPUP4/0x6/8Chase137.93 SFKitchen8'-5 1/2" Flat Ceiling3/0x6/82/6x6/847.29 SFPantry26.39 SFBathSDCO2/6x6/82/6x6/8Existing 3261 DHExisting 4861 DH5/0x6/8158.55 SFDining Room8'-5 1/2" Flat Ceiling3/0x6/8Existing 3261 DH152.58 SFFoyer5/0x6/8Existing 3261 DHExisting 2461 DHExisting 2461 DHExisting 3561 DH157.41 SFLiving Room8'-5 1/2" Flat Ceiling8'-5 1/2" Flat Ceiling238.36 SFFront Porch3/0x6/8CabinetsFWH3168 AR (R.O. = 3'-1"x6'-8")66.75 SFMudroom110110Direct Vent Gas Fireplace190.41 SFPatio21021019194' - 0"8' - 0"5' - 8"18' - 4"5' - 6"16" Parallel Chord Floor Joist @ 16'' O.C. Above (TCLL=30 Psf, TCDL=10 psf, BCDL = 5 Psf)29292-2x10 SPF #22-2x10 SPF #22-2x10 SPF #2524.85 SFFirst Floor Addition7'-9 1/2" Flat CeilingFWG6068 (R.O.=6'-0'' x 6'-8'')(2)-Ply 1 3/4"x 9 1/4'' LVLWDH21052 DH (Tempered)WDH21052 DH (Tempered)WDH21052 DH (Tempered)WDH21052 DH (Tempered)WDH21052 DH (Tempered)WDH20210 DH6' - 10"26' - 0" +/-36' - 0"1' - 0"1' - 0"10' - 0"12' - 9"23' - 9"4' - 0"4' - 0"12' - 0"12' - 0"3' - 8"8' - 0"24' - 0"32' - 10" +/-1' - 0"3' - 0"4' - 0"3' - 0"6' - 0"5' - 6 1/2"4' - 6 1/2"(2)-Ply 1 3/4"x 9 1/4'' LVL(2)-Ply 1 3/4"x 9 1/4'' LVLStairway:Max Rise = 7 1/2'', Run = 11'',Handrail System to be 36'' High w/ Balusters @ 4'' O.C.Triple 2x6 Trimmers Each End Typ.Second Floor Overhang2' - 0"8'' Ceiling Drop12' - 0"(2) 1 3/4"x16" LVL Flush HeaderSDCO2/6x6/83' - 0"11' - 5 1/2"(3) 2x4 Blocking Down to Fnd.2/6x6/82/6x6/82/6x6/82/6x6/8134.98 SFBedroom #1157.62 SFBedroom #28'-3" Flat Ceiling8'-3" Flat CeilingSDCOSDSD2/6x6/855.85 SFBath2/8x5/0 TUB2/6x6/878.89 SFOffice143.03 SFBedroom #48'-3" Flat Ceiling8'-3" Flat CeilingSDSDChimneyExisting 3257 DHExisting 3257 DHExisting 3257 DHExisting 3257 DHWDH3046 DHExisting 3257 DHExisting 3257 DH3/0x6/8307.85 SFBedroom #5Vaulted CeilingSD73.92 SFMst. Bath130.03 SFHallway11011019192929WDH3046 DHWDH3046 DH13' - 0"7' - 2 1/2"7' - 0"2' - 10 1/2"8' - 1 1/4"5' - 3 1/4"24' - 9"22x30ACCESS2' - 6"17' - 10"2' - 6"5 1/2"5 1/2"10' - 6 1/2"5' - 3 1/4"5' - 3 1/4"3' - 0"24' - 0"2' - 6"7' - 1 7/8"24' - 0"(2)-Ply 1 3/4"x 9 1/4'' LVL2x4 Wall Framing as Required to Accomadate Fixture PlumbingSDCO2/6x6/83' - 4"2' - 0"7' - 1 7/8"2' - 0"WDH3046 DH9' - 5"3' - 0"3' - 0"Step Up 8" Into New Addition2/6x6/843.81 SFW.I.C.2/4x6/85/0x6/83' - 2"2' - 5 1/2"48" x 36"6' - 5"5' - 7 1/2"10' - 2 1/2"Linen6' - 2"6' - 3"WDH 20210 -DH2' - 7"3' - 8"WDH2846 DHWDH2846 DH2' - 6"3' - 0"2/6x6/87'-7" Flat Ceiling6' - 3"16' - 3"WDH3046 DHStackable Washer/Dryer2/10x6/87'-7" Flat CeilingDRAWING 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 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 IIIIEEEECCCCCCCC NNNNYYYY SSSSTTTTAAAATTTTEEEE EEEENNNNEEEERRRRGGGGYYYY CCCCOOOODDDDEEEE AAAANNNNDDDD TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CODE OF NY STATECODE OF NY STATECODE OF NY STATECODE 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/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. RRRREEEEFFFFEEEERRRREEEENNNNCCCCEEEE SSSSEEEECCCCTTTTIIIIOOOONNNNSSSS RRRR333311114444 AAAANNNNDDDD R315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODE20.20.20.20. 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 SSSSEEEECCCCTTTTIIIIOOOONNNN 333300008888 OOOOFFFF TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEE OOOOFFFF NNNNYYYY SSSSTTTTAAAATTTTEEEE....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 MMMMEEEECCCCHHHHAAAANNNNIIIICCCCAAAALLLL VVVVEEEENNNNTTTTIIIILLLLAAAATTTTIIIIOOOONNNN IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH SSSSEEEECCCCTTTTIIIIOOOONNNN MMMM1111555500005555....4444....3333 OOOOFFFF THE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATE23.23.23.23. 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 Plans8/2/2024 7:59:49 AMC:\(1) SED PROJECTS\Dennis Gosier\Revit\06-24-2024, Dennis Gosier.rvt4119 Van Dam StreetSaratoga Springs, NewYork 12866Dennis & Tiffany GosierMODIFIED 1st &MODIFIED 1st &MODIFIED 1st &MODIFIED 1st &2nd Flr. PLAN2nd Flr. PLAN2nd Flr. PLAN2nd Flr. PLAN1/4" = 1'-0"1MODIFIED FIRST FLOOR PLAN1/4" = 1'-0"2MODIFIED SECOND FLOOR PLANHeated Area CalculationsName AreaSecond Floor Addition 570.00 SFFirst Floor Addition 650.00 SFGrand total 1220.00 SF UPUPUP9" / 12"9" / 12"9" / 12"9" / 12"9" / 12"3" / 12"3" / 12"3" / 12"5" / 12"5" / 12"Demo Existing Covered Porch Roof12" Overhang12" Overhang12" Overhang12" Rake12" Rake12" Rake12" Rake12" Overhang12" Overhang3" / 12"SLATE ROOFSLATE ROOFSLATE ROOFSHINGLE ROOFSHINGLE ROOFSLATE ROOFSLATE ROOF9" / 12"9" / 12"9" / 12"9" / 12"9" / 12"3" / 12"3" / 12"3" / 12"9" / 12"7" / 12"7" / 12"7" / 12"7" / 12"12" Overhang12" Overhang12" Rake12" Rake12" Rake12" Rake12" Overhang12" Overhang12" Overhang12" Overhang12" Rake3" / 12"SLATE ROOFSHINGLE ROOFSHINGLE ROOFSLATE ROOFSLATE ROOFSHINGLE ROOFSHINGLE ROOFDRAWING 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 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 IIIIEEEECCCCCCCC NNNNYYYY SSSSTTTTAAAATTTTEEEE EEEENNNNEEEERRRRGGGGYYYY CCCCOOOODDDDEEEE AAAANNNNDDDD TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CODE OF NY STATECODE OF NY STATECODE OF NY STATECODE 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/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. RRRREEEEFFFFEEEERRRREEEENNNNCCCCEEEE SSSSEEEECCCCTTTTIIIIOOOONNNNSSSS RRRR333311114444 AAAANNNNDDDD R315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODE20.20.20.20. 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 SSSSEEEECCCCTTTTIIIIOOOONNNN 333300008888 OOOOFFFF TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEE OOOOFFFF NNNNYYYY SSSSTTTTAAAATTTTEEEE....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 MMMMEEEECCCCHHHHAAAANNNNIIIICCCCAAAALLLL VVVVEEEENNNNTTTTIIIILLLLAAAATTTTIIIIOOOONNNN IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH SSSSEEEECCCCTTTTIIIIOOOONNNN MMMM1111555500005555....4444....3333 OOOOFFFF THE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATE23.23.23.23. 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 Plans8/2/2024 7:59:50 AMC:\(1) SED PROJECTS\Dennis Gosier\Revit\06-24-2024, Dennis Gosier.rvt5119 Van Dam StreetSaratoga Springs, NewYork 12866Dennis & Tiffany GosierEXISTING &EXISTING &EXISTING &EXISTING &MODIFIED ROOFMODIFIED ROOFMODIFIED ROOFMODIFIED ROOFPLANPLANPLANPLAN1/4" = 1'-0"1EXISTING ROOF PLAN1/4" = 1'-0"2MODIFIED ROOF PLANWINDOW SCHEDULERoom Name ModelFamily and Type Rough Width Rough Height Visible LightVent AreaEgressOpeningClr Opn'gWidth Clr Opn'g Ht. U-Value CountNew Foundation 3016 3016 Basement Window: 30163' - 0" 1' - 4" 0.80 SF 0.90 SF 0.90 SF 0' - 11 7/16" 0' - 11 15/16" .3 3Bedroom #5 WDH2846 DH 400 Series Woodwright Double Hung: WDH2846 DH 2' - 10 1/8" 4' - 8 7/8" 8.98 SF 5.05 SF4.85 SF 2' - 5 7/8" 2' - 0 1/4" .3 2<varies> WDH3046 DH 400 Series Woodwright Double Hung: WDH3046 DH 3' - 2 1/8" 4' - 8 7/8" 10.31 SF 5.73 SF 5.75 SF 2' - 9 7/8" 2' - 0 1/4" .3 5Kitchen/First Floor Addition 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" .31<varies> WDH21052 DH (Tempered) 400 Series Woodwright Double Hung: WDH21052 DH (Tempered) 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 5<varies> WDH 20210 - DH <varies>2' - 2 1/8" 3' - 0 7/8" 3.68 SF 2.18 SF 2.12 SF 1' - 9 7/8" 1' - 2 1/4" .3 2NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENT CALCULATION SHEETRoom Name Room AreaRequiredLightVisibleLightRequiredVentVentAreaEgressOpening Model DescriptionBedroom #4 140.26 SF 11.22 SF 10.31 SF 5.61 SF 5.73 SF 5.75 SF WDH3046 DH 400 Series Woodwright DHBedroom #4 0.00 SF 0.00 SF 10.31 SF 0.00 SF 5.73 SF 5.75 SF WDH3046 DH 400 Series Woodwright DHBedroom #4 11.22 SF 20.62 SF 5.61 SF 11.46 SFBedroom #5 260.09 SF 20.81 SF 10.31 SF 10.40 SF 5.73 SF 5.75 SF WDH3046 DH 400 Series Woodwright DHBedroom #5 0.00 SF 0.00 SF 10.31 SF 0.00 SF 5.73 SF 5.75 SF WDH3046 DH 400 Series Woodwright DHBedroom #5 0.00 SF 0.00 SF 8.98 SF 0.00 SF 5.05 SF 4.85 SF WDH2846 DH 400 Series Woodwright DHBedroom #5 0.00 SF 0.00 SF 8.98 SF 0.00 SF 5.05 SF 4.85 SF WDH2846 DH 400 Series Woodwright DHBedroom #5 0.00 SF 0.00 SF 10.31 SF 0.00 SF 5.73 SF 5.75 SF WDH3046 DH 400 Series Woodwright DHBedroom #5 20.81 SF 48.89 SF 10.40 SF 27.29 SFKitchen/First Floor Addition 672.10 SF 53.77 SF 11.25 SF 26.88 SF 6.28 SF 6.18 SF WDH21052 DH (Tempered) 400 Series Woodwright DHKitchen/First Floor Addition 0.00 SF 0.00 SF 23.78 SF 0.00 SF 14.72 SF 14.72 SF FWG6068 Sliding Glass DoorKitchen/First Floor Addition 0.00 SF 0.00 SF 3.68 SF 0.00 SF 2.18 SF 2.12 SF WDH 20210 - DH 400 Series Woodwright DHKitchen/First Floor Addition 0.00 SF 0.00 SF 11.25 SF 0.00 SF 6.28 SF 6.18 SF WDH21052 DH (Tempered) 400 Series Woodwright DHKitchen/First Floor Addition 0.00 SF 0.00 SF 11.25 SF 0.00 SF 6.28 SF 6.18 SF WDH21052 DH (Tempered) 400 Series Woodwright DHKitchen/First Floor Addition 0.00 SF 0.00 SF 11.25 SF 0.00 SF 6.28 SF 6.18 SF WDH21052 DH (Tempered) 400 Series Woodwright DHKitchen/First Floor Addition 0.00 SF 0.00 SF 11.25 SF 0.00 SF 6.28 SF 6.18 SF WDH21052 DH 400 Series Woodwright DHKitchen/First Floor Addition 53.77 SF 83.71 SF 26.88 SF 48.30 SFMst. Bath 75.68 SF 6.05 SF 3.68 SF 3.03 SF 2.18 SF 2.12 SF WDH 20210 - DH 400 Series Woodwright DHMst. Bath6.05 SF 3.68 SF 3.03 SF 2.18 SFMudroom 66.75 SF 5.34 SF 10.96 SF 2.67 SF 16.11 SF 16.11 SF FWH3168 Anderson Glass DoorMudroom 0.00 SF 0.00 SF 11.25 SF 0.00 SF 6.28 SF 6.18 SF WDH21052 DH (Tempered) 400 Series Woodwright DHMudroom5.34 SF 22.21 SF 2.67 SF 22.39 SFNew Foundation 625.11 SF 50.01 SF 0.80 SF 25.00 SF 0.90 SF 0.90 SF 3016 Basement WindowNew Foundation 0.00 SF 0.00 SF 0.80 SF 0.00 SF 0.90 SF 0.90 SF 3016 Basement WindowNew Foundation 0.00 SF 0.00 SF 0.80 SF 0.00 SF 0.90 SF 0.90 SF 3016 Basement WindowNew Foundation 50.01 SF 2.40 SF 25.00 SF 2.70 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 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 IIIIEEEECCCCCCCC NNNNYYYY SSSSTTTTAAAATTTTEEEE EEEENNNNEEEERRRRGGGGYYYY CCCCOOOODDDDEEEE AAAANNNNDDDD TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CODE OF NY STATECODE OF NY STATECODE OF NY STATECODE 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/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. RRRREEEEFFFFEEEERRRREEEENNNNCCCCEEEE SSSSEEEECCCCTTTTIIIIOOOONNNNSSSS RRRR333311114444 AAAANNNNDDDD R315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODE20.20.20.20. 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 SSSSEEEECCCCTTTTIIIIOOOONNNN 333300008888 OOOOFFFF TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEE OOOOFFFF NNNNYYYY SSSSTTTTAAAATTTTEEEE....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 MMMMEEEECCCCHHHHAAAANNNNIIIICCCCAAAALLLL VVVVEEEENNNNTTTTIIIILLLLAAAATTTTIIIIOOOONNNN IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH SSSSEEEECCCCTTTTIIIIOOOONNNN MMMM1111555500005555....4444....3333 OOOOFFFF THE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATE23.23.23.23. 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 Plans8/2/2024 7:59:56 AMC:\(1) SED PROJECTS\Dennis Gosier\Revit\06-24-2024, Dennis Gosier.rvt6119 Van Dam StreetSaratoga Springs, NewYork 12866Dennis & Tiffany GosierEXISTINGEXISTINGEXISTINGEXISTINGELEVATIONELEVATIONELEVATIONELEVATIONVIEWSVIEWSVIEWSVIEWS1/4" = 1'-0"1EXISTING REAR ELEVATION1/4" = 1'-0"2EXISTING RIGHT SIDE ELEVATION1/4" = 1'-0"3EXISTING FRONT ELEVATION1/4" = 1'-0"4EXISTING LEFT SIDE ELEVATION James Hardie Board Plank Siding w/ 8" Exposure. Typ.James Hardie 1x4 Trim Boards Typ.James Hardie 1x4 Trim Typ.16''x24'' Vent w/ ScreenJames Hardie 1x4 Freeze Board 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 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 IIIIEEEECCCCCCCC NNNNYYYY SSSSTTTTAAAATTTTEEEE EEEENNNNEEEERRRRGGGGYYYY CCCCOOOODDDDEEEE AAAANNNNDDDD TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CODE OF NY STATECODE OF NY STATECODE OF NY STATECODE 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/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. RRRREEEEFFFFEEEERRRREEEENNNNCCCCEEEE SSSSEEEECCCCTTTTIIIIOOOONNNNSSSS RRRR333311114444 AAAANNNNDDDD R315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODE20.20.20.20. 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 SSSSEEEECCCCTTTTIIIIOOOONNNN 333300008888 OOOOFFFF TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEE OOOOFFFF NNNNYYYY SSSSTTTTAAAATTTTEEEE....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 MMMMEEEECCCCHHHHAAAANNNNIIIICCCCAAAALLLL VVVVEEEENNNNTTTTIIIILLLLAAAATTTTIIIIOOOONNNN IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH SSSSEEEECCCCTTTTIIIIOOOONNNN MMMM1111555500005555....4444....3333 OOOOFFFF THE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATE23.23.23.23. 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 Plans8/2/2024 8:00:01 AMC:\(1) SED PROJECTS\Dennis Gosier\Revit\06-24-2024, Dennis Gosier.rvt7119 Van Dam StreetSaratoga Springs, NewYork 12866Dennis & Tiffany GosierMODIFIEDMODIFIEDMODIFIEDMODIFIEDFRONT & REARFRONT & REARFRONT & REARFRONT & REARELEVATIONELEVATIONELEVATIONELEVATION1/4" = 1'-0"1MODIFIED FRONT ELEVATION1/4" = 1'-0"2MODIFIED REAR ELEVATION 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 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 IIIIEEEECCCCCCCC NNNNYYYY SSSSTTTTAAAATTTTEEEE EEEENNNNEEEERRRRGGGGYYYY CCCCOOOODDDDEEEE AAAANNNNDDDD TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CODE OF NY STATECODE OF NY STATECODE OF NY STATECODE 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/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. RRRREEEEFFFFEEEERRRREEEENNNNCCCCEEEE SSSSEEEECCCCTTTTIIIIOOOONNNNSSSS RRRR333311114444 AAAANNNNDDDD R315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODE20.20.20.20. 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 SSSSEEEECCCCTTTTIIIIOOOONNNN 333300008888 OOOOFFFF TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEE OOOOFFFF NNNNYYYY SSSSTTTTAAAATTTTEEEE....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 MMMMEEEECCCCHHHHAAAANNNNIIIICCCCAAAALLLL VVVVEEEENNNNTTTTIIIILLLLAAAATTTTIIIIOOOONNNN IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH SSSSEEEECCCCTTTTIIIIOOOONNNN MMMM1111555500005555....4444....3333 OOOOFFFF THE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATE23.23.23.23. 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 Plans8/2/2024 8:00:06 AMC:\(1) SED PROJECTS\Dennis Gosier\Revit\06-24-2024, Dennis Gosier.rvt8119 Van Dam StreetSaratoga Springs, NewYork 12866Dennis & Tiffany GosierMODIFIEDMODIFIEDMODIFIEDMODIFIEDELEVATIONELEVATIONELEVATIONELEVATIONVIEWSVIEWSVIEWSVIEWS1/4" = 1'-0"2MODIFIED RIGHT SIDE ELEVATION1/4" = 1'-0"4MODIFIED LEFT SIDE ELEVATION First Floor-Top of Sheathing (Match Existing)First Floor-Top of Sheathing (Match Existing)First Floor -Top of Plate (Match Existing)First Floor -Top of Plate (Match Existing)Second Floor -Top of Plate (Match Existing)Second Floor -Top of Plate (Match Existing)Top of NEW Fnd. WallTop of NEW Fnd. WallTop of Concrete Slab (Match Existing)Top of Concrete Slab (Match Existing)2x10 @ 16" O.C. w/Blocking @ Mid-Spans • 2x6 Stud Wall @ 16'' O.C. SPF#2• 7/16'' OSB Sheathing• Tyvek House Wrap• Horizontal Siding 8" Exposure (Hardie Board or Equal)• R-21 Batt Insulation w/ Vapor Barrier3/4'' T&G Advantech Sheathing36" x 36" x 12"(2)-Ply 1 3/4"x 9 1/4'' LVL6 Mil Poly Vapor Barrier4'' Thk. Concrete Floor Slab with Fibermesh ReinforcementR-30 Insulation8'' Thk. Concrete Fnd. WallUndisturbed Earth1/2" GWB1/2" GWB625.11 SFNew Foundation524.85 SFFirst Floor Addition307.85 SFBedroom #5Roof Trusses @ 24'' O.C.7" / 12"R-49 Batt Insulation w/Vapor BarrierStrong Drive SDWC Truss Screw• 2x6 Stud Wall @ 16'' O.C.• 7/16'' OSB Sheathing• Tyvek House Wrap• Horizontal Siding 8" Exposure(Hardie Board or Equal)• R-21 Batt Insulation w/ Vapor Barrier• 50/10/10 NYS Approved Scissor Truss @ 24'' O.C. W/ 14'' Heel • Asphalt Shingles• 5/8'' OSB Roof Sheathing w/ 'H' Clips• 15# Roofing Paper • Ice & Water Sheild Grace or Equal to Extend 30'' Min. Within Inside Wall & All ValleysFIELD VERFIFY5' - 10 1/2"11 1/2"FIELD VERFIFY5' - 10 1/2"11 1/2"1' - 2" HeelRidge VentCrown Molding (Match Existing)1x8 Fascia Board (James Hardie or Equal)Vented Soffit (James Hardie Soffit or Equal)Note:16" Parallel Chord Floor Truss Depth Shall be Verified by Truss Manufactuer. Total Floor Deflection shall be equal to or less than .375"Second Floor Top of Sheathing (New)Second Floor Top of Sheathing (New)8' - 5 1/2"1' - 4 3/4"7' - 7"8' - 5 1/2"1' - 4 3/4"7' - 7"3/4'' T&G Advantech Sheathing16" Parallel Chord Floor Joist @ 16'' O.C. 4" / 12"1' - 5"Areaway for size "C" basement door for a top of grade to TOC slab of 56". Bilco door or equal. (W)55"x(L)72"+18" Extension = 90" x(H)19 1/2". Top of new bilco fnd. wall is 18" below top of new fnd wall of addition. CONTRACTOR TO FIELD VERIFY BILCO INSTALLATION DIMENSIONS.BILCO STAIRS:(7) RISERS @ 7.68'' = 4'-9 3/4'' (6) TREADS @ 10''8'' Thk. Concrete Frost Wall1' - 8 3/8"(2)-Ply 1 3/4"x 9 1/4'' LVL6' - 7 3/4"11' - 5" REF.First Floor-Top of Sheathing (Match Existing)First Floor-Top of Sheathing (Match Existing)Top of NEW Fnd. WallTop of NEW Fnd. WallFirst Floor -Top of Plate NEWFirst Floor -Top of Plate NEWTop of Concrete Slab (Match Existing)Top of Concrete Slab (Match Existing)66.75 SFMudroom190.41 SFPatio625.11 SFNew Foundation2x10 @ 16" O.C. w/Blocking @ Mid-Spans 3/4'' T&G Advantech Sheathing6 Mil Poly Vapor Barrier4'' Thk. Concrete Floor Slab with Fibermesh ReinforcementR-30 Insulation10'' Thk. Concrete Fnd. WallUndisturbed Earth1/2" GWBR-49 Batt Insulation w/Vapor BarrierStrong Drive SDWC Truss Screw• 50/10/10 NYS Approved Truss @ 24'' O.C. W/ 14'' Heel • Asphalt Shingles• 5/8'' OSB Roof Sheathing w/ 'H' Clips• 15# Roofing Paper • Ice & Water Sheild Grace or Equal to Extend 30'' Min. Within Inside Wall & All ValleysRidge Vent2x6 P.T. Sill Plate w/ Sill Sealer1/2'' Dia. Steel Anchor Bolt @ 6' O.C. & 1' for Each Corner, 10' Lg. Typ.R-15 FSK Blanket Insulation10''x20'' Concrete Ftg. w/ (2) #4 Rebar Cont.Damp Proof to Grade# 4 Rebar Cont. @ Midpoint and Top#4 Rebar @ 48'' O.C.2"5 1/2"6" thk. Concrete Slab w/ Fibermesh Reinforcement. Optional Stamped Concrete8'' Thk. Concrete Frost Wall7" / 12"1' - 2" Heel10' - 0"4' Min.FIELD VERFIFY5' - 10 1/2"11 1/2"FIELD VERFIFY7' - 9 1/2"FIELD VERFIFY5' - 10 1/2"11 1/2"FIELD VERFIFY7' - 9 1/2"• 2x6 Stud Wall @ 16'' O.C. SPF#2• 7/16'' OSB Sheathing• Tyvek House Wrap• Horizontal Siding 8" Exposure(Hardie Board or Equal)• R-21 Batt Insulation w/ Vapor BarrierCrown Molding (Match Existing)1x8 Fascia Board (Hardie or Equal)Vented Soffit (Hardie Soffit or Equal)Fypon Handrail & BallustersDRAWING 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 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 IIIIEEEECCCCCCCC NNNNYYYY SSSSTTTTAAAATTTTEEEE EEEENNNNEEEERRRRGGGGYYYY CCCCOOOODDDDEEEE AAAANNNNDDDD TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CODE OF NY STATECODE OF NY STATECODE OF NY STATECODE 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/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. RRRREEEEFFFFEEEERRRREEEENNNNCCCCEEEE SSSSEEEECCCCTTTTIIIIOOOONNNNSSSS RRRR333311114444 AAAANNNNDDDD R315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODE20.20.20.20. 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 SSSSEEEECCCCTTTTIIIIOOOONNNN 333300008888 OOOOFFFF TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEE OOOOFFFF NNNNYYYY SSSSTTTTAAAATTTTEEEE....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 MMMMEEEECCCCHHHHAAAANNNNIIIICCCCAAAALLLL VVVVEEEENNNNTTTTIIIILLLLAAAATTTTIIIIOOOONNNN IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH SSSSEEEECCCCTTTTIIIIOOOONNNN MMMM1111555500005555....4444....3333 OOOOFFFF THE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATE23.23.23.23. 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 Plans8/2/2024 8:00:06 AMC:\(1) SED PROJECTS\Dennis Gosier\Revit\06-24-2024, Dennis Gosier.rvt9119 Van Dam StreetSaratoga Springs, NewYork 12866Dennis & Tiffany GosierBUILDINGBUILDINGBUILDINGBUILDINGSECTIONSSECTIONSSECTIONSSECTIONS3/8" = 1'-0"1EGRESS SECTION3/8" = 1'-0"2MUDROOM SECTION First Floor-Top of Sheathing (Match Existing)First Floor-Top of Sheathing (Match Existing)First Floor -Top of Plate (Match Existing)First Floor -Top of Plate (Match Existing)Second Floor -Top of Plate (Match Existing)Second Floor -Top of Plate (Match Existing)Top of NEW Fnd. WallTop of NEW Fnd. WallTop of Concrete Slab (Match Existing)Top of Concrete Slab (Match Existing)1' - 2" Heel23' - 9"7" / 12"FOUNDATION TO FIRST FLOOR STAIRS:(10) RISERS @ 8.2'' = 6'-10'' (9) TREADS @ 10''2x10 @ 16" O.C. w/Blocking @ Mid-Spans 3/4'' T&G Advantech Sheathing6 Mil Poly Vapor Barrier4'' Thk. Concrete Floor Slab with Fibermesh ReinforcementR-30 Insulation8'' Thk. Concrete Fnd. WallUndisturbed Earth1/2" GWB3/4'' T&G Advantech Sheathing16" Parallel Chord Floor Joist @ 16'' O.C. Roof Trusses @ 24'' O.C.R-49 Batt Insulation w/Vapor BarrierStrong Drive SDWC Truss Screw• 50/10/10 NYS Approved Truss @ 24'' O.C. W/ 14'' Heel • Asphalt Shingles• 5/8'' OSB Roof Sheathing w/ 'H' Clips• 15# Roofing Paper • Ice & Water Sheild Grace or Equal to Extend 30'' Min. Within Inside Wall & All ValleysRidge Vent(2)-Ply 1 3/4"x 9 1/4'' LVLMin. Head Ht.6' - 8"36" x 36" x 12"2x6 P.T. Sill Plate w/ Sill Sealer1/2'' Dia. Steel Anchor Bolt @ 6' O.C. & 1' for Each Corner, 10' Lg.R-15 FSK Blanket Insulation10''x20'' Concrete Ftg. w/ (2) #4 Rebar Cont.Damp Proof to Grade# 4 Rebar Cont. @ Midpoint and Top#4 Rebar @ 48'' O.C.FIELD VERFIFY5' - 10 1/2"11 1/2"FIELD VERFIFY5' - 10 1/2"11 1/2"625.11 SFNew Foundation524.85 SFFirst Floor Addition• 2x6 Stud Wall @ 16'' O.C. SPF#2• 7/16'' OSB Sheathing• Tyvek House Wrap• Horizontal Siding 8" Exposure(Hardie Board or Equal)• R-21 Batt Insulation w/ Vapor BarrierCrown Molding (Match Existing)1x8 Fascia Board (Match Existing)Vented Soffit (Hardie Soffit or Equal)• 2x6 Stud Wall @ 16'' O.C. SPF#2• 7/16'' OSB Sheathing• Tyvek House Wrap• Horizontal Siding 8" Exposure(Hardie Board or Equal)• R-21 Batt Insulation w/ Vapor BarrierNote:16" Parallel Chord Floor Truss Depth Shall be Verified by Truss Manufactuer. Total Floor Deflection shall be equal to or less than .375"Second Floor Top of Sheathing (New)Second Floor Top of Sheathing (New)8' - 5 1/2"1' - 4 3/4"7' - 7"8' - 5 1/2"1' - 4 3/4"7' - 7"1/2" GWB1ST FLOOR TO 2ND FLOOR STAIRS:(16) RISERS @ 7.39'' = 9'-10 1/4'' (14) TREADS @ 10''9' - 10 1/4"("F"7.0"NA"14.05.53.53.512.01.0"NA""N"14.0)6' - 5 1/4"First Floor-Top of Sheathing (Match Existing)First Floor-Top of Sheathing (Match Existing)First Floor -Top of Plate (Match Existing)First Floor -Top of Plate (Match Existing)Second Floor -Top of Sheathing (Existing)Second Floor -Top of Plate (Match Existing)Second Floor -Top of Plate (Match Existing)Top of NEW Fnd. WallTop of NEW Fnd. WallTop of Concrete Slab (Match Existing)Top of Concrete Slab (Match Existing)(2) 1 3/4"x16" LVL Flush Header(2)-Ply 1 3/4"x 9 1/4'' LVL8' - 3"11 1/2"FIELD VERFIFY5' - 10 1/2"524.85 SFFirst Floor Addition137.93 SFKitchen625.11 SFNew Foundation594.71 SFExisting Foundation2x10 @ 16" O.C. w/Blocking @ Mid-Spans Existing 2x8 Rough Cut Floor Joists @ 16'' O.C. Existing 2x8 Rough Cut Floor Joists @ 16'' O.C. 6' - 10"6' - 10"10"1 1/2"8 3/4"16" Parallel Chord Floor Joist @ 16'' O.C. 8 3/4"8' - 5 1/2"Second Floor Top of Sheathing (New)8"7' - 7"1' - 4 3/4"8' - 5 1/2"11 1/2"5' - 10 1/2"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 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 IIIIEEEECCCCCCCC NNNNYYYY SSSSTTTTAAAATTTTEEEE EEEENNNNEEEERRRRGGGGYYYY CCCCOOOODDDDEEEE AAAANNNNDDDD TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CODE OF NY STATECODE OF NY STATECODE OF NY STATECODE 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/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. RRRREEEEFFFFEEEERRRREEEENNNNCCCCEEEE SSSSEEEECCCCTTTTIIIIOOOONNNNSSSS RRRR333311114444 AAAANNNNDDDD R315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODE20.20.20.20. 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 SSSSEEEECCCCTTTTIIIIOOOONNNN 333300008888 OOOOFFFF TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEE OOOOFFFF NNNNYYYY SSSSTTTTAAAATTTTEEEE....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 MMMMEEEECCCCHHHHAAAANNNNIIIICCCCAAAALLLL VVVVEEEENNNNTTTTIIIILLLLAAAATTTTIIIIOOOONNNN IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH SSSSEEEECCCCTTTTIIIIOOOONNNN MMMM1111555500005555....4444....3333 OOOOFFFF THE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATE23.23.23.23. 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 Plans8/2/2024 8:00:08 AMC:\(1) SED PROJECTS\Dennis Gosier\Revit\06-24-2024, Dennis Gosier.rvt10119 Van Dam StreetSaratoga Springs, NewYork 12866Dennis & Tiffany GosierBUILDINGBUILDINGBUILDINGBUILDINGSECTIONSSECTIONSSECTIONSSECTIONS3/8" = 1'-0"1STAIR SECTION1/4" = 1'-0"2STEP CEILING SECTION Existing PorchExisting 2 Story HomeNew 2 Story AdditionNew 1 Story AdditionNew Porch5° 43' 16"150.00'SW84° 19' 55"50.00'SE5° 43' 16"150.00'NE84° 19' 55"50.00'NWVan Dam StreetPine Alley7.005.0010.0025.0010' Setback7' Setback5' Setback25' SetbackArea0.172 ACRES +/-7,500 S.F. +/-14.736.8359.2512.7813.305.45DRAWING 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 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020 IIIIEEEECCCCCCCC NNNNYYYY SSSSTTTTAAAATTTTEEEE EEEENNNNEEEERRRRGGGGYYYY CCCCOOOODDDDEEEE AAAANNNNDDDD TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CODE OF NY STATECODE OF NY STATECODE OF NY STATECODE 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/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. RRRREEEEFFFFEEEERRRREEEENNNNCCCCEEEE SSSSEEEECCCCTTTTIIIIOOOONNNNSSSS RRRR333311114444 AAAANNNNDDDD R315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODER315 OF THE NYS RESIDENTIAL CODE20.20.20.20. 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 SSSSEEEECCCCTTTTIIIIOOOONNNN 333300008888 OOOOFFFF TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEE OOOOFFFF NNNNYYYY SSSSTTTTAAAATTTTEEEE....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 MMMMEEEECCCCHHHHAAAANNNNIIIICCCCAAAALLLL VVVVEEEENNNNTTTTIIIILLLLAAAATTTTIIIIOOOONNNN IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH SSSSEEEECCCCTTTTIIIIOOOONNNN MMMM1111555500005555....4444....3333 OOOOFFFF THE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATETHE 2020 RESIDENTIAL BUILDING CODE OF NY STATE23.23.23.23. 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 Plans8/2/2024 8:00:08 AMC:\(1) SED PROJECTS\Dennis Gosier\Revit\06-24-2024, Dennis Gosier.rvt11119 Van Dam StreetSaratoga Springs, NewYork 12866Dennis & Tiffany GosierSITE PLANSITE PLANSITE PLANSITE PLAN1" = 10'-0"1S I T E P L A N