HomeMy WebLinkAbout20240552 9 Greenridge Garage Construction ApplicationD R A W I N G L I S TNO. SHEET NAME1 COVER SHEET2 FOUNDATION/FLOOR/ROOF PLANS3 ELEVATION VIEWS4 BUILDING SECTIONSRichard SoloskyDRAWING NUMBERPPPPrrrroooouuuuddddllllyyyy DDDDeeeessssiiiiggggnnnneeeedddd &&&& BBBBuuuuiiiilllltttt FFFFoooorrrr::::ENGINEERING APPROVALWHEN THIS ITEM IS STAMPED BY A LISCENSED PROFESSIONAL ENGINEER, IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW TITLE VIII ARTICLE 145 SECTION 7209 FOR ANY REASON UNLESS HE IS UNDER THE DIRECTION OF A LISCENSED ENGINEER TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL COMPLY WITH NEW YORK STATE EDUCATION LAWS.PROJECT NOTES:PROJECT NOTES:PROJECT NOTES:PROJECT NOTES:1. 1. 1. 1. DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.2. 2. 2. 2. VVVVEEEERRRRIIIIFFFFYYYY AAAALLLLLLLL DDDDIIIIMMMMEEEENNNNSSSSIIIIOOOONNNNSSSS PPPPRRRRIIIIOOOORRRR TTTTOOOO CCCCOOOONNNNSSSSTTTTRRRRUUUUCCCCTTTTIIIIOOOONNNN.... NNNNOOOOTTTTIIIIFFFFYYYY OOOOWWWWNNNNEEEERRRR OOOOFFFF ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES.3. 3. 3. 3. OOOOWWWWNNNNEEEERRRR &&&& CCCCOOOONNNNTTTTRRRRAAAACCCCTTTTOOOORRRR SSSSHHHHAAAALLLLLLLL CCCCOOOONNNNSSSSUUUULLLLTTTT AAAAPPPPPPPPLLLLIIIICCCCAAAABBBBLLLLEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEESSSS TTTTOOOO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL REQUIREMENTS.REQUIREMENTS.REQUIREMENTS.REQUIREMENTS.4. 4. 4. 4. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 IECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATEIECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATEIECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATEIECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATE5. 5. 5. 5. AAAALLLLLLLL PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEESSSS,,,, DDDDRRRRAAAAIIIINNNNSSSS,,,, AAAAPPPPPPPPUUUURRRRTTTTEEEENNNNAAAANNNNCCCCEEEESSSS AAAANNNNDDDD AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEESSSS UUUUSSSSEEEEDDDD TTTTOOOO SSSSEEEERRRRVVVVIIIICCCCEEEE OOOORRRR DDDDIIIISSSSCCCCHHHHAAAARRRRGGGGEEEE LLLLIIIIQQQQUUUUIIIIDDDD WWWWAAAASSSSTTTTEEEESSSS OOOORRRR SSSSEEEEWWWWAAAAGGGGEEEE SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE DDDDRRRRAAAAIIIINNNNAAAAGGGGEEEE SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF TTTTHHHHEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG OOOORRRR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NY STATERESIDENTIAL CODE OF NY STATERESIDENTIAL CODE OF NY STATERESIDENTIAL CODE OF NY STATE6. 6. 6. 6. EEEEVVVVEEEERRRRYYYY PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEE,,,, DDDDEEEEVVVVIIIICCCCEEEE OOOORRRR AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEE RRRREEEEQQQQUUUUIIIIRRRRIIIINNNNGGGG OOOORRRR UUUUSSSSIIIINNNNGGGG WWWWAAAATTTTEEEERRRR FFFFOOOORRRR IIIITTTTSSSS PPPPRRRROOOOPPPPEEEERRRR OOOOPPPPEEEERRRRAAAATTTTIIIIOOOONNNN SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY OOOORRRR IIIINNNNDDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE WWWWAAAATTTTEEEERRRR SSSSUUUUPPPPPPPPLLLLYYYY IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.7. 7. 7. 7. TTTTHHHHEEEE PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE PPPPRRRROOOOVVVVIIIIDDDDEEEEDDDD WWWWIIIITTTTHHHH AAAA SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF VVVVEEEENNNNTTTT PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE SSSSUUUUBBBBJJJJEEEECCCCTTTTEEEEDDDD TTTTOOOO PPPPRRRREEEESSSSSSSSUUUURRRREEEE DDDDIIIIFFFFFFFFEEEERRRREEEENNNNTTTTIIIIAAAALLLL OOOORRRR MMMMOOOORRRREEEE TTTTHHHHAAAANNNN 1111 IIIINNNNCCCCHHHH OOOOFFFF WWWWAAAATTTTEEEERRRR CCCCOOOOLLLLUUUUMMMMNNNN.... IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL CCCCOOOODDDDEEEE OOOOFFFF NY STATE.NY STATE.NY STATE.NY STATE.8. 8. 8. 8. AAAALLLLLLLL EEEELLLLEEEECCCCTTTTRRRRIIIICCCCAAAALLLL SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE IIIINNNNSSSSTTTTAAAALLLLLLLLEEEEDDDD IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.9. 9. 9. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.10. 10. 10. 10. ALL REINFORCING STEEL SHALL CONFORM WITH ASTM AALL REINFORCING STEEL SHALL CONFORM WITH ASTM AALL REINFORCING STEEL SHALL CONFORM WITH ASTM AALL REINFORCING STEEL SHALL CONFORM WITH ASTM A----666611115555 GGGGRRRRAAAADDDDEEEE 66660000....11. 11. 11. 11. NOTIFY THE ENGINEER IF ANY FILL OR NONNOTIFY THE ENGINEER IF ANY FILL OR NONNOTIFY THE ENGINEER IF ANY FILL OR NONNOTIFY THE ENGINEER IF ANY FILL OR NON----NATIVE OR WELLNATIVE OR WELLNATIVE OR WELLNATIVE OR WELL----DDDDRRRRAAAAIIIINNNNEEEEDDDD MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.12. 12. 12. 12. BBBBAAAACCCCKKKK FFFFIIIILLLLLLLL EEEEXXXXCCCCAAAAVVVVAAAATTTTIIIIOOOONNNNSSSS AAAASSSS SSSSOOOOOOOONNNN AAAASSSS PPPPOOOOSSSSSSSSIIIIBBBBLLLLEEEE.... CCCCOOOOMMMMPPPPAAAACCCCTTTT CCCCLLLLEEEEAAAANNNN SSSSOOOOIIIILLLL TTTTOOOO NNNNOOOOTTTT LLLLEEEESSSSSSSS TTTTHHHHAAAANNNN 99995555%%%% OOOOFFFF MMMMAAAAXXXXIIIIMMMMUUUUMMMM DDDDEEEENNNNSSSSIIIITTTTYYYY AAAATTTT OOOOPPPPTTTTIIIIMMMMUUUUMMMM MMMMOOOOIIIISSSSTTTTUUUURRRREEEE CONTENT.CONTENT.CONTENT.CONTENT.13. 13. 13. 13. BBBBEEEEGGGGIIIINNNNIIIINNNNGGGG IIIIMMMMMMMMEEEEDDDDIIIIAAAATTTTLLLLYYYY AAAAFFFFTTTTEEEERRRR PPPPLLLLAAAACCCCEEEEMMMMEEEENNNNTTTT,,,, PPPPRRRROOOOTTTTEEEECCCCTTTT CCCCOOOONNNNCCCCRRRREEEETTTTEEEE FFFFRRRROOOOMMMM PPPPRRRREEEEMMMMAAAATTTTUUUURRRREEEE DDDDRRRRYYYYIIIINNNNGGGG,,,, EEEEXXXXCCCCEEEESSSSSSSSIIIIVVVVEEEELLLLYYYY HHHHOOOOTTTT AAAANNNNDDDD CCCCOOOOLLLLDDDD TTTTEEEEMMMMPPPPEEEERRRRAAAATTTTUUUURRRREEEESSSS AAAANNNNDDDD MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.14. 14. 14. 14. DESIGN LOADS:DESIGN LOADS:DESIGN LOADS:DESIGN LOADS:1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 40 PSF LIVE40 PSF LIVE40 PSF LIVE40 PSF LIVE10 PSF DEAD10 PSF DEAD10 PSF DEAD10 PSF DEAD2ND FLOOR: 30 PSF LIVE2ND FLOOR: 30 PSF LIVE2ND FLOOR: 30 PSF LIVE2ND FLOOR: 30 PSF LIVE10 PSF DEAD10 PSF DEAD10 PSF DEAD10 PSF DEADSNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)ROOF LOAD: 10 PSF DEADROOF LOAD: 10 PSF DEADROOF LOAD: 10 PSF DEADROOF LOAD: 10 PSF DEADWIND SPEED: 115 MDP, 3 SECOND GUSTWIND SPEED: 115 MDP, 3 SECOND GUSTWIND SPEED: 115 MDP, 3 SECOND GUSTWIND SPEED: 115 MDP, 3 SECOND GUSTSEISMIC DESIGN CATEGORY: BSEISMIC DESIGN CATEGORY: BSEISMIC DESIGN CATEGORY: BSEISMIC DESIGN CATEGORY: BPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFSOIL GROUP: GROUP 1SOIL GROUP: GROUP 1SOIL GROUP: GROUP 1SOIL GROUP: GROUP 115.15.15.15. JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE SEALED.SEALED.SEALED.SEALED.16.16.16.16. LLLLOOOOTTTT SSSSHHHHAAAALLLLLLLL BBBBEEEE GGGGRRRRAAAADDDDEEEEDDDD SSSSOOOO AAAASSSS TTTTOOOO DDDDRRRRAAAAIIIINNNN SSSSUUUURRRRFFFFAAAACCCCEEEE WWWWAAAATTTTEEEERRRR AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN....TTTTHHHHEEEE GGGGRRRRAAAADDDDEEEE AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN WWWWAAAALLLLLLLL SSSSHHHHAAAALLLLLLLL FFFFAAAALLLLLLLL AAAA MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.17.17.17.17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER MMMMAAAANNNNUUUUFFFFAAAACCCCTTTTUUUURRRREEEERRRRSSSS SSSSPPPPEEEECCCCIIIIFFFFIIIICCCCAAAATTTTIIIIOOOONNNNSSSS....TTTTHHHHEEEE MMMMIIIINNNNIIIIMMMMUUUUMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG RRRREEEEQQQQUUUUIIIIRRRREEEEMMMMEEEENNNNTTTTSSSS SHALL BE : 4SHALL BE : 4SHALL BE : 4SHALL BE : 4----1/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 7----1/2''@ I1/2''@ I1/2''@ I1/2''@ INNNNTTTTEEEERRRRMMMMEEEEDDDDIIIIAAAATTTTEEEE SSSSUUUUPPPPPPPPOOOORRRRTTTTSSSS....18.18.18.18. HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL BBBBEEEE 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD NOSING.NOSING.NOSING.NOSING.19.19.19.19. ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES AAAANNNNDDDD NNNNAAAATTTTIIIIOOOONNNNAAAALLLL EEEELLLLEEEECCCCTTTTRRRRIIIICCCCAAAALLLL CCCCOOOODDDDEEEE SSSSTTTTAAAANNNNDDDDAAAARRRRDDDDSSSS.... TTTTHHHHIIIISSSS SSSSHHHHAAAALLLLLLLL IIIINNNNCCCCLLLLUUUUDDDDEEEE TTTTHHHHAAAATTTT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE DDDDEEEETTTTEEEECCCCTTTTOOOORRRR AAAALLLLAAAARRRRMMMMSSSS,,,, THEY ALL ALARM.THEY ALL ALARM.THEY ALL ALARM.THEY ALL ALARM.20.20.20.20. THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN TTTTHHHHEEEE CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT DIPPED DIPPED DIPPED DIPPED GALVANIZED OR STAINLESS STEEL GALVANIZED OR STAINLESS STEEL GALVANIZED OR STAINLESS STEEL GALVANIZED OR STAINLESS STEEL FFFFAAAASSSSTTTTEEEENNNNEEEERRRRSSSS AAAARRRREEEE RRRREEEEQQQQUUUUIIIIRRRREEEEDDDD....21.21.21.21. WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.22.22.22.22. WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR CCCCHHHHAAAANNNNGGGGEEEESSSS PPPPEEEERRRR HHHHOOOOUUUURRRR OOOORRRR LLLLEEEESSSSSSSS AAAASSSS DDDDEEEETTTTEEEERRRRMMMMIIIINNNNEEEEDDDD BBBBYYYY HHHHEEEE BBBBLLLLOOOOWWWWEEEERRRR DDDDOOOOOOOORRRR TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE HOUSE HOUSE HOUSE HOUSE MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.3MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.3MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.3MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.323.23.23.23. UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: FOR OPENINGS <3'00'':2FOR OPENINGS <3'00'':2FOR OPENINGS <3'00'':2FOR OPENINGS <3'00'':2----PLY 2X10, FOR OPENINGS >3'0'' BUT PLY 2X10, FOR OPENINGS >3'0'' BUT PLY 2X10, FOR OPENINGS >3'0'' BUT PLY 2X10, FOR OPENINGS >3'0'' BUT <5'0'': 3<5'0'': 3<5'0'': 3<5'0'': 3----PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK STUDS.STUDS.STUDS.STUDS.24.24.24.24. CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.25.25.25.25. WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.26.26.26.26. HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS.27.27.27.27. MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MMMMOOOORRRREEEE THAN 400CFM.THAN 400CFM.THAN 400CFM.THAN 400CFM.28.28.28.28. WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED LOCATIONS.LOCATIONS.LOCATIONS.LOCATIONS.29.29.29.29. A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE GARAGE.GARAGE.GARAGE.GARAGE.30.30.30.30. TTTTHHHHEEEE AAAATTTTTTTTIIIICCCC AAAACCCCCCCCEEEESSSSSSSS HHHHAAAATTTTCCCCHHHHWWWWAAAAYYYY WWWWIIIILLLLLLLL HHHHAAAAVVVVEEEE AAAA IIIINNNNSSSSUUUULLLLAAAATTTTIIIIOOOONNNN VVVVAAAALLLLUUUUEEEE EEEEQQQQUUUUAAAALLLL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR.5/29/2024 3:06:29 PMC:\(1) SED PROJECTS\Richard Solosky\Revit\04-11-2024, Richard Solosky.rvt19 Greenridge StreetSaratoga Springs NY12866Richard SoloskyCOVER SHEETCOVER SHEETCOVER SHEETCOVER SHEET
UPUPREF.UP14146'' Stem Wall Rear Wall of GargePitch Garage Floor 1/8" / 12"Drop Frost Wall to Allow 4'' Thk. Slab to be Poured OvertopSolid Footing Line Indicates Concrete Frost Wall4'' Thk. Concrete Floor Slab with Fibermesh ReinforcementFrost Wall8"Footing1' - 8"Frost Wall8"Footing1' - 8"Frost Wall8"Footing1' - 8"28' - 0"9' - 3"3' - 5" M.O.15' - 4"3' - 8 1/4"16' - 7 1/2" M.O.3' - 8 1/4"24' - 0"28' - 0"24' - 0"141416/0x8/028' - 0"28' - 0"5 1/2"23' - 1"5 1/2"27' - 1"5 1/2"5 1/2"5 1/2"27' - 1"5 1/2"24' - 0"3/0x6/810' - 6"16' - 7"4' - 0"9' - 6 1/2"9' - 6 1/2"4' - 0"30525 1/2"23' - 1"5 1/2"11' - 6 1/2"11' - 6 1/2"24' - 0"3-2x10525.623 SFGarage -First Floor16" Parallel Chord Floor Joist @ 16'' O.C. (TCLL=30 Psf, TCDL=10 psf, BCDL = 5 Psf)30525/8'' Type "x" Fire Rated GWB on Garage Walls & Ceiling Common to staircaseInsulated 20. Min. Fire Door w/ Self Closing Hinges3/0x6/810' - 3 1/2"GARAGE TO SECOND FLOOR STAIRS:(17) RISERS @ 7.76'' = 10'-7 7/8'' (15) TREADS @ 10''3052Double Trimmers Typ. Each EndHeat Detector4' - 0"2x6 Walls Common to Staircase12" Overhang12" RakeRidge Vent12" Rake12" Overhang10" / 12"10" / 12"141413' - 6 1/2"7' - 6 1/2"6' - 0"28' - 0"5 1/2"5 1/2"3052305213' - 6 1/2"9' - 6 1/2"4' - 0"3052305228' - 0"5 1/2"5 1/2"Handrail & Posts @ 3' Tall, w/ 4" Max Balluster Seperation12' - 0"12' - 0"5 1/2"5 1/2"2832283224' - 0"5' - 0"9' - 0"24' - 0"2/4x6/836''403.458 SFHome Office165.915 SFKitchenette32.163 SFBath8' Flat Ceiling4' - 0"4' - 0"2x6 WallsCOCOCOCOSD2' - 1"4/0x6/8ClosetDRAWING NUMBERPPPPrrrroooouuuuddddllllyyyy DDDDeeeessssiiiiggggnnnneeeedddd &&&& BBBBuuuuiiiilllltttt FFFFoooorrrr::::ENGINEERING APPROVALWHEN THIS ITEM IS STAMPED BY A LISCENSED PROFESSIONAL ENGINEER, IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW TITLE VIII ARTICLE 145 SECTION 7209 FOR ANY REASON UNLESS HE IS UNDER THE DIRECTION OF A LISCENSED ENGINEER TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL COMPLY WITH NEW YORK STATE EDUCATION LAWS.PROJECT NOTES:PROJECT NOTES:PROJECT NOTES:PROJECT NOTES:1. 1. 1. 1. DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.2. 2. 2. 2. VVVVEEEERRRRIIIIFFFFYYYY AAAALLLLLLLL DDDDIIIIMMMMEEEENNNNSSSSIIIIOOOONNNNSSSS PPPPRRRRIIIIOOOORRRR TTTTOOOO CCCCOOOONNNNSSSSTTTTRRRRUUUUCCCCTTTTIIIIOOOONNNN.... NNNNOOOOTTTTIIIIFFFFYYYY OOOOWWWWNNNNEEEERRRR OOOOFFFF ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES.3. 3. 3. 3. OOOOWWWWNNNNEEEERRRR &&&& CCCCOOOONNNNTTTTRRRRAAAACCCCTTTTOOOORRRR SSSSHHHHAAAALLLLLLLL CCCCOOOONNNNSSSSUUUULLLLTTTT AAAAPPPPPPPPLLLLIIIICCCCAAAABBBBLLLLEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEESSSS TTTTOOOO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL REQUIREMENTS.REQUIREMENTS.REQUIREMENTS.REQUIREMENTS.4. 4. 4. 4. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 IECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATEIECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATEIECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATEIECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATE5. 5. 5. 5. AAAALLLLLLLL PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEESSSS,,,, DDDDRRRRAAAAIIIINNNNSSSS,,,, AAAAPPPPPPPPUUUURRRRTTTTEEEENNNNAAAANNNNCCCCEEEESSSS AAAANNNNDDDD AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEESSSS UUUUSSSSEEEEDDDD TTTTOOOO SSSSEEEERRRRVVVVIIIICCCCEEEE OOOORRRR DDDDIIIISSSSCCCCHHHHAAAARRRRGGGGEEEE LLLLIIIIQQQQUUUUIIIIDDDD WWWWAAAASSSSTTTTEEEESSSS OOOORRRR SSSSEEEEWWWWAAAAGGGGEEEE SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE DDDDRRRRAAAAIIIINNNNAAAAGGGGEEEE SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF TTTTHHHHEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG OOOORRRR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NY STATERESIDENTIAL CODE OF NY STATERESIDENTIAL CODE OF NY STATERESIDENTIAL CODE OF NY STATE6. 6. 6. 6. EEEEVVVVEEEERRRRYYYY PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEE,,,, DDDDEEEEVVVVIIIICCCCEEEE OOOORRRR AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEE RRRREEEEQQQQUUUUIIIIRRRRIIIINNNNGGGG OOOORRRR UUUUSSSSIIIINNNNGGGG WWWWAAAATTTTEEEERRRR FFFFOOOORRRR IIIITTTTSSSS PPPPRRRROOOOPPPPEEEERRRR OOOOPPPPEEEERRRRAAAATTTTIIIIOOOONNNN SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY OOOORRRR IIIINNNNDDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE WWWWAAAATTTTEEEERRRR SSSSUUUUPPPPPPPPLLLLYYYY IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.7. 7. 7. 7. TTTTHHHHEEEE PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE PPPPRRRROOOOVVVVIIIIDDDDEEEEDDDD WWWWIIIITTTTHHHH AAAA SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF VVVVEEEENNNNTTTT PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE SSSSUUUUBBBBJJJJEEEECCCCTTTTEEEEDDDD TTTTOOOO PPPPRRRREEEESSSSSSSSUUUURRRREEEE DDDDIIIIFFFFFFFFEEEERRRREEEENNNNTTTTIIIIAAAALLLL OOOORRRR MMMMOOOORRRREEEE TTTTHHHHAAAANNNN 1111 IIIINNNNCCCCHHHH OOOOFFFF WWWWAAAATTTTEEEERRRR CCCCOOOOLLLLUUUUMMMMNNNN.... IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL CCCCOOOODDDDEEEE OOOOFFFF NY STATE.NY STATE.NY STATE.NY STATE.8. 8. 8. 8. AAAALLLLLLLL EEEELLLLEEEECCCCTTTTRRRRIIIICCCCAAAALLLL SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE IIIINNNNSSSSTTTTAAAALLLLLLLLEEEEDDDD IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.9. 9. 9. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.10. 10. 10. 10. ALL REINFORCING STEEL SHALL CONFORM WITH ASTM AALL REINFORCING STEEL SHALL CONFORM WITH ASTM AALL REINFORCING STEEL SHALL CONFORM WITH ASTM AALL REINFORCING STEEL SHALL CONFORM WITH ASTM A----666611115555 GGGGRRRRAAAADDDDEEEE 66660000....11. 11. 11. 11. NOTIFY THE ENGINEER IF ANY FILL OR NONNOTIFY THE ENGINEER IF ANY FILL OR NONNOTIFY THE ENGINEER IF ANY FILL OR NONNOTIFY THE ENGINEER IF ANY FILL OR NON----NATIVE OR WELLNATIVE OR WELLNATIVE OR WELLNATIVE OR WELL----DDDDRRRRAAAAIIIINNNNEEEEDDDD MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.12. 12. 12. 12. BBBBAAAACCCCKKKK FFFFIIIILLLLLLLL EEEEXXXXCCCCAAAAVVVVAAAATTTTIIIIOOOONNNNSSSS AAAASSSS SSSSOOOOOOOONNNN AAAASSSS PPPPOOOOSSSSSSSSIIIIBBBBLLLLEEEE.... CCCCOOOOMMMMPPPPAAAACCCCTTTT CCCCLLLLEEEEAAAANNNN SSSSOOOOIIIILLLL TTTTOOOO NNNNOOOOTTTT LLLLEEEESSSSSSSS TTTTHHHHAAAANNNN 99995555%%%% OOOOFFFF MMMMAAAAXXXXIIIIMMMMUUUUMMMM DDDDEEEENNNNSSSSIIIITTTTYYYY AAAATTTT OOOOPPPPTTTTIIIIMMMMUUUUMMMM MMMMOOOOIIIISSSSTTTTUUUURRRREEEE CONTENT.CONTENT.CONTENT.CONTENT.13. 13. 13. 13. BBBBEEEEGGGGIIIINNNNIIIINNNNGGGG IIIIMMMMMMMMEEEEDDDDIIIIAAAATTTTLLLLYYYY AAAAFFFFTTTTEEEERRRR PPPPLLLLAAAACCCCEEEEMMMMEEEENNNNTTTT,,,, PPPPRRRROOOOTTTTEEEECCCCTTTT CCCCOOOONNNNCCCCRRRREEEETTTTEEEE FFFFRRRROOOOMMMM PPPPRRRREEEEMMMMAAAATTTTUUUURRRREEEE DDDDRRRRYYYYIIIINNNNGGGG,,,, EEEEXXXXCCCCEEEESSSSSSSSIIIIVVVVEEEELLLLYYYY HHHHOOOOTTTT AAAANNNNDDDD CCCCOOOOLLLLDDDD TTTTEEEEMMMMPPPPEEEERRRRAAAATTTTUUUURRRREEEESSSS AAAANNNNDDDD MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.14. 14. 14. 14. DESIGN LOADS:DESIGN LOADS:DESIGN LOADS:DESIGN LOADS:1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 40 PSF LIVE40 PSF LIVE40 PSF LIVE40 PSF LIVE10 PSF DEAD10 PSF DEAD10 PSF DEAD10 PSF DEAD2ND FLOOR: 30 PSF LIVE2ND FLOOR: 30 PSF LIVE2ND FLOOR: 30 PSF LIVE2ND FLOOR: 30 PSF LIVE10 PSF DEAD10 PSF DEAD10 PSF DEAD10 PSF DEADSNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)ROOF LOAD: 10 PSF DEADROOF LOAD: 10 PSF DEADROOF LOAD: 10 PSF DEADROOF LOAD: 10 PSF DEADWIND SPEED: 115 MDP, 3 SECOND GUSTWIND SPEED: 115 MDP, 3 SECOND GUSTWIND SPEED: 115 MDP, 3 SECOND GUSTWIND SPEED: 115 MDP, 3 SECOND GUSTSEISMIC DESIGN CATEGORY: BSEISMIC DESIGN CATEGORY: BSEISMIC DESIGN CATEGORY: BSEISMIC DESIGN CATEGORY: BPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFSOIL GROUP: GROUP 1SOIL GROUP: GROUP 1SOIL GROUP: GROUP 1SOIL GROUP: GROUP 115.15.15.15. JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE SEALED.SEALED.SEALED.SEALED.16.16.16.16. LLLLOOOOTTTT SSSSHHHHAAAALLLLLLLL BBBBEEEE GGGGRRRRAAAADDDDEEEEDDDD SSSSOOOO AAAASSSS TTTTOOOO DDDDRRRRAAAAIIIINNNN SSSSUUUURRRRFFFFAAAACCCCEEEE WWWWAAAATTTTEEEERRRR AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN....TTTTHHHHEEEE GGGGRRRRAAAADDDDEEEE AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN WWWWAAAALLLLLLLL SSSSHHHHAAAALLLLLLLL FFFFAAAALLLLLLLL AAAA MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.17.17.17.17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER MMMMAAAANNNNUUUUFFFFAAAACCCCTTTTUUUURRRREEEERRRRSSSS SSSSPPPPEEEECCCCIIIIFFFFIIIICCCCAAAATTTTIIIIOOOONNNNSSSS....TTTTHHHHEEEE MMMMIIIINNNNIIIIMMMMUUUUMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG RRRREEEEQQQQUUUUIIIIRRRREEEEMMMMEEEENNNNTTTTSSSS SHALL BE : 4SHALL BE : 4SHALL BE : 4SHALL BE : 4----1/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 7----1/2''@ I1/2''@ I1/2''@ I1/2''@ INNNNTTTTEEEERRRRMMMMEEEEDDDDIIIIAAAATTTTEEEE SSSSUUUUPPPPPPPPOOOORRRRTTTTSSSS....18.18.18.18. HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL BBBBEEEE 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD NOSING.NOSING.NOSING.NOSING.19.19.19.19. ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES AAAANNNNDDDD NNNNAAAATTTTIIIIOOOONNNNAAAALLLL EEEELLLLEEEECCCCTTTTRRRRIIIICCCCAAAALLLL CCCCOOOODDDDEEEE SSSSTTTTAAAANNNNDDDDAAAARRRRDDDDSSSS.... TTTTHHHHIIIISSSS SSSSHHHHAAAALLLLLLLL IIIINNNNCCCCLLLLUUUUDDDDEEEE TTTTHHHHAAAATTTT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE DDDDEEEETTTTEEEECCCCTTTTOOOORRRR AAAALLLLAAAARRRRMMMMSSSS,,,, THEY ALL ALARM.THEY ALL ALARM.THEY ALL ALARM.THEY ALL ALARM.20.20.20.20. THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN TTTTHHHHEEEE CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT DIPPED DIPPED DIPPED DIPPED GALVANIZED OR STAINLESS STEEL GALVANIZED OR STAINLESS STEEL GALVANIZED OR STAINLESS STEEL GALVANIZED OR STAINLESS STEEL FFFFAAAASSSSTTTTEEEENNNNEEEERRRRSSSS AAAARRRREEEE RRRREEEEQQQQUUUUIIIIRRRREEEEDDDD....21.21.21.21. WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.22.22.22.22. WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR CCCCHHHHAAAANNNNGGGGEEEESSSS PPPPEEEERRRR HHHHOOOOUUUURRRR OOOORRRR LLLLEEEESSSSSSSS AAAASSSS DDDDEEEETTTTEEEERRRRMMMMIIIINNNNEEEEDDDD BBBBYYYY HHHHEEEE BBBBLLLLOOOOWWWWEEEERRRR DDDDOOOOOOOORRRR TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE HOUSE HOUSE HOUSE HOUSE MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.3MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.3MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.3MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.323.23.23.23. UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: FOR OPENINGS <3'00'':2FOR OPENINGS <3'00'':2FOR OPENINGS <3'00'':2FOR OPENINGS <3'00'':2----PLY 2X10, FOR OPENINGS >3'0'' BUT PLY 2X10, FOR OPENINGS >3'0'' BUT PLY 2X10, FOR OPENINGS >3'0'' BUT PLY 2X10, FOR OPENINGS >3'0'' BUT <5'0'': 3<5'0'': 3<5'0'': 3<5'0'': 3----PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK STUDS.STUDS.STUDS.STUDS.24.24.24.24. CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.25.25.25.25. WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.26.26.26.26. HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS.27.27.27.27. MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MMMMOOOORRRREEEE THAN 400CFM.THAN 400CFM.THAN 400CFM.THAN 400CFM.28.28.28.28. WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED LOCATIONS.LOCATIONS.LOCATIONS.LOCATIONS.29.29.29.29. A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE GARAGE.GARAGE.GARAGE.GARAGE.30.30.30.30. TTTTHHHHEEEE AAAATTTTTTTTIIIICCCC AAAACCCCCCCCEEEESSSSSSSS HHHHAAAATTTTCCCCHHHHWWWWAAAAYYYY WWWWIIIILLLLLLLL HHHHAAAAVVVVEEEE AAAA IIIINNNNSSSSUUUULLLLAAAATTTTIIIIOOOONNNN VVVVAAAALLLLUUUUEEEE EEEEQQQQUUUUAAAALLLL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR.5/29/2024 3:06:30 PMC:\(1) SED PROJECTS\Richard Solosky\Revit\04-11-2024, Richard Solosky.rvt29 Greenridge StreetSaratoga Springs NY12866Richard SoloskyFFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN////FFFFLLLLOOOOOOOORRRR////RRRROOOOOOOOFFFFPLANSPLANSPLANSPLANS1/4" = 1'-0"2FOUNDATION PLAN1/4" = 1'-0"1FIRST FLOOR PLAN1/4" = 1'-0"3ROOF PLANHeated Area CalculationsName AreaGarage Area 672.000 SFGrand total 672.000 SF1/4" = 1'-0"4SECOND FLOOR PLAN
Top of Stem WallTop of Stem WallFirst Floor -Top of PlateFirst Floor -Top of PlateSecond Floor -Top of SheathingSecond Floor -Top of SheathingSecond Floor -Top of PlateSecond Floor -Top of Plate8' - 1 1/8"ref.1' - 4 3/4"9' - 1 1/8"8' - 1 1/8"ref.1' - 4 3/4"9' - 1 1/8"Gable Vent, Typ.4" Window Trim Typ.6" Corner Boards Typ.DRAWING NUMBERPPPPrrrroooouuuuddddllllyyyy DDDDeeeessssiiiiggggnnnneeeedddd &&&& BBBBuuuuiiiilllltttt FFFFoooorrrr::::ENGINEERING APPROVALWHEN THIS ITEM IS STAMPED BY A LISCENSED PROFESSIONAL ENGINEER, IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW TITLE VIII ARTICLE 145 SECTION 7209 FOR ANY REASON UNLESS HE IS UNDER THE DIRECTION OF A LISCENSED ENGINEER TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL COMPLY WITH NEW YORK STATE EDUCATION LAWS.PROJECT NOTES:PROJECT NOTES:PROJECT NOTES:PROJECT NOTES:1. 1. 1. 1. DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.2. 2. 2. 2. VVVVEEEERRRRIIIIFFFFYYYY AAAALLLLLLLL DDDDIIIIMMMMEEEENNNNSSSSIIIIOOOONNNNSSSS PPPPRRRRIIIIOOOORRRR TTTTOOOO CCCCOOOONNNNSSSSTTTTRRRRUUUUCCCCTTTTIIIIOOOONNNN.... NNNNOOOOTTTTIIIIFFFFYYYY OOOOWWWWNNNNEEEERRRR OOOOFFFF ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES.3. 3. 3. 3. OOOOWWWWNNNNEEEERRRR &&&& CCCCOOOONNNNTTTTRRRRAAAACCCCTTTTOOOORRRR SSSSHHHHAAAALLLLLLLL CCCCOOOONNNNSSSSUUUULLLLTTTT AAAAPPPPPPPPLLLLIIIICCCCAAAABBBBLLLLEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEESSSS TTTTOOOO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL REQUIREMENTS.REQUIREMENTS.REQUIREMENTS.REQUIREMENTS.4. 4. 4. 4. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 IECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATEIECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATEIECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATEIECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATE5. 5. 5. 5. AAAALLLLLLLL PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEESSSS,,,, DDDDRRRRAAAAIIIINNNNSSSS,,,, AAAAPPPPPPPPUUUURRRRTTTTEEEENNNNAAAANNNNCCCCEEEESSSS AAAANNNNDDDD AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEESSSS UUUUSSSSEEEEDDDD TTTTOOOO SSSSEEEERRRRVVVVIIIICCCCEEEE OOOORRRR DDDDIIIISSSSCCCCHHHHAAAARRRRGGGGEEEE LLLLIIIIQQQQUUUUIIIIDDDD WWWWAAAASSSSTTTTEEEESSSS OOOORRRR SSSSEEEEWWWWAAAAGGGGEEEE SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE DDDDRRRRAAAAIIIINNNNAAAAGGGGEEEE SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF TTTTHHHHEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG OOOORRRR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NY STATERESIDENTIAL CODE OF NY STATERESIDENTIAL CODE OF NY STATERESIDENTIAL CODE OF NY STATE6. 6. 6. 6. EEEEVVVVEEEERRRRYYYY PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEE,,,, DDDDEEEEVVVVIIIICCCCEEEE OOOORRRR AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEE RRRREEEEQQQQUUUUIIIIRRRRIIIINNNNGGGG OOOORRRR UUUUSSSSIIIINNNNGGGG WWWWAAAATTTTEEEERRRR FFFFOOOORRRR IIIITTTTSSSS PPPPRRRROOOOPPPPEEEERRRR OOOOPPPPEEEERRRRAAAATTTTIIIIOOOONNNN SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY OOOORRRR IIIINNNNDDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE WWWWAAAATTTTEEEERRRR SSSSUUUUPPPPPPPPLLLLYYYY IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.7. 7. 7. 7. TTTTHHHHEEEE PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE PPPPRRRROOOOVVVVIIIIDDDDEEEEDDDD WWWWIIIITTTTHHHH AAAA SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF VVVVEEEENNNNTTTT PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE SSSSUUUUBBBBJJJJEEEECCCCTTTTEEEEDDDD TTTTOOOO PPPPRRRREEEESSSSSSSSUUUURRRREEEE DDDDIIIIFFFFFFFFEEEERRRREEEENNNNTTTTIIIIAAAALLLL OOOORRRR MMMMOOOORRRREEEE TTTTHHHHAAAANNNN 1111 IIIINNNNCCCCHHHH OOOOFFFF WWWWAAAATTTTEEEERRRR CCCCOOOOLLLLUUUUMMMMNNNN.... IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL CCCCOOOODDDDEEEE OOOOFFFF NY STATE.NY STATE.NY STATE.NY STATE.8. 8. 8. 8. AAAALLLLLLLL EEEELLLLEEEECCCCTTTTRRRRIIIICCCCAAAALLLL SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE IIIINNNNSSSSTTTTAAAALLLLLLLLEEEEDDDD IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.9. 9. 9. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.10. 10. 10. 10. ALL REINFORCING STEEL SHALL CONFORM WITH ASTM AALL REINFORCING STEEL SHALL CONFORM WITH ASTM AALL REINFORCING STEEL SHALL CONFORM WITH ASTM AALL REINFORCING STEEL SHALL CONFORM WITH ASTM A----666611115555 GGGGRRRRAAAADDDDEEEE 66660000....11. 11. 11. 11. NOTIFY THE ENGINEER IF ANY FILL OR NONNOTIFY THE ENGINEER IF ANY FILL OR NONNOTIFY THE ENGINEER IF ANY FILL OR NONNOTIFY THE ENGINEER IF ANY FILL OR NON----NATIVE OR WELLNATIVE OR WELLNATIVE OR WELLNATIVE OR WELL----DDDDRRRRAAAAIIIINNNNEEEEDDDD MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.12. 12. 12. 12. BBBBAAAACCCCKKKK FFFFIIIILLLLLLLL EEEEXXXXCCCCAAAAVVVVAAAATTTTIIIIOOOONNNNSSSS AAAASSSS SSSSOOOOOOOONNNN AAAASSSS PPPPOOOOSSSSSSSSIIIIBBBBLLLLEEEE.... CCCCOOOOMMMMPPPPAAAACCCCTTTT CCCCLLLLEEEEAAAANNNN SSSSOOOOIIIILLLL TTTTOOOO NNNNOOOOTTTT LLLLEEEESSSSSSSS TTTTHHHHAAAANNNN 99995555%%%% OOOOFFFF MMMMAAAAXXXXIIIIMMMMUUUUMMMM DDDDEEEENNNNSSSSIIIITTTTYYYY AAAATTTT OOOOPPPPTTTTIIIIMMMMUUUUMMMM MMMMOOOOIIIISSSSTTTTUUUURRRREEEE CONTENT.CONTENT.CONTENT.CONTENT.13. 13. 13. 13. BBBBEEEEGGGGIIIINNNNIIIINNNNGGGG IIIIMMMMMMMMEEEEDDDDIIIIAAAATTTTLLLLYYYY AAAAFFFFTTTTEEEERRRR PPPPLLLLAAAACCCCEEEEMMMMEEEENNNNTTTT,,,, PPPPRRRROOOOTTTTEEEECCCCTTTT CCCCOOOONNNNCCCCRRRREEEETTTTEEEE FFFFRRRROOOOMMMM PPPPRRRREEEEMMMMAAAATTTTUUUURRRREEEE DDDDRRRRYYYYIIIINNNNGGGG,,,, EEEEXXXXCCCCEEEESSSSSSSSIIIIVVVVEEEELLLLYYYY HHHHOOOOTTTT AAAANNNNDDDD CCCCOOOOLLLLDDDD TTTTEEEEMMMMPPPPEEEERRRRAAAATTTTUUUURRRREEEESSSS AAAANNNNDDDD MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.14. 14. 14. 14. DESIGN LOADS:DESIGN LOADS:DESIGN LOADS:DESIGN LOADS:1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 40 PSF LIVE40 PSF LIVE40 PSF LIVE40 PSF LIVE10 PSF DEAD10 PSF DEAD10 PSF DEAD10 PSF DEAD2ND FLOOR: 30 PSF LIVE2ND FLOOR: 30 PSF LIVE2ND FLOOR: 30 PSF LIVE2ND FLOOR: 30 PSF LIVE10 PSF DEAD10 PSF DEAD10 PSF DEAD10 PSF DEADSNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)ROOF LOAD: 10 PSF DEADROOF LOAD: 10 PSF DEADROOF LOAD: 10 PSF DEADROOF LOAD: 10 PSF DEADWIND SPEED: 115 MDP, 3 SECOND GUSTWIND SPEED: 115 MDP, 3 SECOND GUSTWIND SPEED: 115 MDP, 3 SECOND GUSTWIND SPEED: 115 MDP, 3 SECOND GUSTSEISMIC DESIGN CATEGORY: BSEISMIC DESIGN CATEGORY: BSEISMIC DESIGN CATEGORY: BSEISMIC DESIGN CATEGORY: BPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFSOIL GROUP: GROUP 1SOIL GROUP: GROUP 1SOIL GROUP: GROUP 1SOIL GROUP: GROUP 115.15.15.15. JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE SEALED.SEALED.SEALED.SEALED.16.16.16.16. LLLLOOOOTTTT SSSSHHHHAAAALLLLLLLL BBBBEEEE GGGGRRRRAAAADDDDEEEEDDDD SSSSOOOO AAAASSSS TTTTOOOO DDDDRRRRAAAAIIIINNNN SSSSUUUURRRRFFFFAAAACCCCEEEE WWWWAAAATTTTEEEERRRR AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN....TTTTHHHHEEEE GGGGRRRRAAAADDDDEEEE AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN WWWWAAAALLLLLLLL SSSSHHHHAAAALLLLLLLL FFFFAAAALLLLLLLL AAAA MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.17.17.17.17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER MMMMAAAANNNNUUUUFFFFAAAACCCCTTTTUUUURRRREEEERRRRSSSS SSSSPPPPEEEECCCCIIIIFFFFIIIICCCCAAAATTTTIIIIOOOONNNNSSSS....TTTTHHHHEEEE MMMMIIIINNNNIIIIMMMMUUUUMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG RRRREEEEQQQQUUUUIIIIRRRREEEEMMMMEEEENNNNTTTTSSSS SHALL BE : 4SHALL BE : 4SHALL BE : 4SHALL BE : 4----1/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 7----1/2''@ I1/2''@ I1/2''@ I1/2''@ INNNNTTTTEEEERRRRMMMMEEEEDDDDIIIIAAAATTTTEEEE SSSSUUUUPPPPPPPPOOOORRRRTTTTSSSS....18.18.18.18. HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL BBBBEEEE 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD NOSING.NOSING.NOSING.NOSING.19.19.19.19. ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES AAAANNNNDDDD NNNNAAAATTTTIIIIOOOONNNNAAAALLLL EEEELLLLEEEECCCCTTTTRRRRIIIICCCCAAAALLLL CCCCOOOODDDDEEEE SSSSTTTTAAAANNNNDDDDAAAARRRRDDDDSSSS.... TTTTHHHHIIIISSSS SSSSHHHHAAAALLLLLLLL IIIINNNNCCCCLLLLUUUUDDDDEEEE TTTTHHHHAAAATTTT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE DDDDEEEETTTTEEEECCCCTTTTOOOORRRR AAAALLLLAAAARRRRMMMMSSSS,,,, THEY ALL ALARM.THEY ALL ALARM.THEY ALL ALARM.THEY ALL ALARM.20.20.20.20. THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN TTTTHHHHEEEE CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT DIPPED DIPPED DIPPED DIPPED GALVANIZED OR STAINLESS STEEL GALVANIZED OR STAINLESS STEEL GALVANIZED OR STAINLESS STEEL GALVANIZED OR STAINLESS STEEL FFFFAAAASSSSTTTTEEEENNNNEEEERRRRSSSS AAAARRRREEEE RRRREEEEQQQQUUUUIIIIRRRREEEEDDDD....21.21.21.21. WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.22.22.22.22. WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR CCCCHHHHAAAANNNNGGGGEEEESSSS PPPPEEEERRRR HHHHOOOOUUUURRRR OOOORRRR LLLLEEEESSSSSSSS AAAASSSS DDDDEEEETTTTEEEERRRRMMMMIIIINNNNEEEEDDDD BBBBYYYY HHHHEEEE BBBBLLLLOOOOWWWWEEEERRRR DDDDOOOOOOOORRRR TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE HOUSE HOUSE HOUSE HOUSE MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.3MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.3MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.3MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.323.23.23.23. UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: FOR OPENINGS <3'00'':2FOR OPENINGS <3'00'':2FOR OPENINGS <3'00'':2FOR OPENINGS <3'00'':2----PLY 2X10, FOR OPENINGS >3'0'' BUT PLY 2X10, FOR OPENINGS >3'0'' BUT PLY 2X10, FOR OPENINGS >3'0'' BUT PLY 2X10, FOR OPENINGS >3'0'' BUT <5'0'': 3<5'0'': 3<5'0'': 3<5'0'': 3----PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK STUDS.STUDS.STUDS.STUDS.24.24.24.24. CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.25.25.25.25. WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.26.26.26.26. HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS.27.27.27.27. MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MMMMOOOORRRREEEE THAN 400CFM.THAN 400CFM.THAN 400CFM.THAN 400CFM.28.28.28.28. WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED LOCATIONS.LOCATIONS.LOCATIONS.LOCATIONS.29.29.29.29. A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE GARAGE.GARAGE.GARAGE.GARAGE.30.30.30.30. TTTTHHHHEEEE AAAATTTTTTTTIIIICCCC AAAACCCCCCCCEEEESSSSSSSS HHHHAAAATTTTCCCCHHHHWWWWAAAAYYYY WWWWIIIILLLLLLLL HHHHAAAAVVVVEEEE AAAA IIIINNNNSSSSUUUULLLLAAAATTTTIIIIOOOONNNN VVVVAAAALLLLUUUUEEEE EEEEQQQQUUUUAAAALLLL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR.5/29/2024 3:06:31 PMC:\(1) SED PROJECTS\Richard Solosky\Revit\04-11-2024, Richard Solosky.rvt39 Greenridge StreetSaratoga Springs NY12866Richard SoloskyELEVATIONELEVATIONELEVATIONELEVATIONVIEWSVIEWSVIEWSVIEWS1/4" = 1'-0"1FRONT ELEVATION1/4" = 1'-0"2REAR ELEVATION1/4" = 1'-0"3LEFT SIDE ELEVATION1/4" = 1'-0"4RIGHT SIDE ELEVATION
Top of Stem WallTop of Stem WallFirst Floor -Top of PlateFirst Floor -Top of PlateTop of FootingTop of FootingFinished GradeFinished GradeSecond Floor -Top of SheathingSecond Floor -Top of SheathingSecond Floor -Top of PlateSecond Floor -Top of Plate• 50/10/10 NYS Approved Truss @ 24'' O.C. W/ 14'' Heel • Asphault 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 ValleysUndisturbed Earth4'' Thk. Concrete Floor Slab with Fibermesh Reinforcement#4 Rebar @ 48'' O.C.8'' Thk. Concrete Frost Wall1/2'' Dia. Steel Anchor Bolt @ 6' O.C. & 1' for Each Corner, 10' Lg.2x6 P.T. Sill Plate w/ Sill Sealer# 4 Rebar Cont.10''x20'' Concrete Ftg. w/ (2) #4 Rebar Cont.6'' Tall Conc. Stem Wall1/2" GWB24' - 0"8' - 1 1/8"ref.1' - 4 3/4"9' - 1 1/8"6"4' - 0"8' - 1 1/8"ref.1' - 4 3/4"9' - 1 1/8"6"4' - 0"3/4" T&G Floor SheathingStrong Drive SDWC Truss Screw1' - 2" Heel16" Parallel Chord Floor Joist @ 16'' O.C.Vented Vinyl Soffit2x6 Sub Fascia w/ Metal Cover10" / 12"6" Stem WallFirst Floor Window Ht.7' - 10"Second Floor Window Ht.6' - 10"525.623 SFGarage -First Floor403.458 SFHome OfficeR-49 Insulation w/ Vapor BarrierRidge Vent10' - 11 7/8"R-38 Insulation1/2" GWBWalls Common to Staircase are to be Insulated, R-12 Batt Insulation w/ Vapor Barrier2x6 Framing on Landing1 3/4"x16" LVL(2) Ply 2x10 SPF#2, Typ.• 2x6 Pre-Cut Stud Wall @ 16'' O.C.• 7/16'' OSB Sheathing• Tyvek House Wrap• Horizontal Siding (Style & Color TBD by Owner)• R-21 Batt Insulation w/ Vapor Barrier• 2x6 Pre-Cut Stud Wall @ 16'' O.C.• 7/16'' OSB Sheathing• Tyvek House Wrap• Horizontal Siding (Style & Color TBD by Owner)O.H.D. Header2x6 Top Plate (Optional)2x6 King StudDBL. 2x6 Jack Posts3/4'' Finish Wood Trim Piece1/4'' O.H.D. Seal8'' Thk. Concrete Stem Wall4'' Thk. Concrete Floor SlabO.H.D. Width + 7 1/2''O.H.D. Height + 3/4''DRAWING NUMBERPPPPrrrroooouuuuddddllllyyyy DDDDeeeessssiiiiggggnnnneeeedddd &&&& BBBBuuuuiiiilllltttt FFFFoooorrrr::::ENGINEERING APPROVALWHEN THIS ITEM IS STAMPED BY A LISCENSED PROFESSIONAL ENGINEER, IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW TITLE VIII ARTICLE 145 SECTION 7209 FOR ANY REASON UNLESS HE IS UNDER THE DIRECTION OF A LISCENSED ENGINEER TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL COMPLY WITH NEW YORK STATE EDUCATION LAWS.PROJECT NOTES:PROJECT NOTES:PROJECT NOTES:PROJECT NOTES:1. 1. 1. 1. DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.2. 2. 2. 2. VVVVEEEERRRRIIIIFFFFYYYY AAAALLLLLLLL DDDDIIIIMMMMEEEENNNNSSSSIIIIOOOONNNNSSSS PPPPRRRRIIIIOOOORRRR TTTTOOOO CCCCOOOONNNNSSSSTTTTRRRRUUUUCCCCTTTTIIIIOOOONNNN.... NNNNOOOOTTTTIIIIFFFFYYYY OOOOWWWWNNNNEEEERRRR OOOOFFFF ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES.3. 3. 3. 3. OOOOWWWWNNNNEEEERRRR &&&& CCCCOOOONNNNTTTTRRRRAAAACCCCTTTTOOOORRRR SSSSHHHHAAAALLLLLLLL CCCCOOOONNNNSSSSUUUULLLLTTTT AAAAPPPPPPPPLLLLIIIICCCCAAAABBBBLLLLEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEESSSS TTTTOOOO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL REQUIREMENTS.REQUIREMENTS.REQUIREMENTS.REQUIREMENTS.4. 4. 4. 4. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2018 IECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATEIECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATEIECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATEIECC ENERGY CODE AND THE 2020 RESIDENTIAL CODE OF NY STATE5. 5. 5. 5. AAAALLLLLLLL PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEESSSS,,,, DDDDRRRRAAAAIIIINNNNSSSS,,,, AAAAPPPPPPPPUUUURRRRTTTTEEEENNNNAAAANNNNCCCCEEEESSSS AAAANNNNDDDD AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEESSSS UUUUSSSSEEEEDDDD TTTTOOOO SSSSEEEERRRRVVVVIIIICCCCEEEE OOOORRRR DDDDIIIISSSSCCCCHHHHAAAARRRRGGGGEEEE LLLLIIIIQQQQUUUUIIIIDDDD WWWWAAAASSSSTTTTEEEESSSS OOOORRRR SSSSEEEEWWWWAAAAGGGGEEEE SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE DDDDRRRRAAAAIIIINNNNAAAAGGGGEEEE SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF TTTTHHHHEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG OOOORRRR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NY STATERESIDENTIAL CODE OF NY STATERESIDENTIAL CODE OF NY STATERESIDENTIAL CODE OF NY STATE6. 6. 6. 6. EEEEVVVVEEEERRRRYYYY PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEE,,,, DDDDEEEEVVVVIIIICCCCEEEE OOOORRRR AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEE RRRREEEEQQQQUUUUIIIIRRRRIIIINNNNGGGG OOOORRRR UUUUSSSSIIIINNNNGGGG WWWWAAAATTTTEEEERRRR FFFFOOOORRRR IIIITTTTSSSS PPPPRRRROOOOPPPPEEEERRRR OOOOPPPPEEEERRRRAAAATTTTIIIIOOOONNNN SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY OOOORRRR IIIINNNNDDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE WWWWAAAATTTTEEEERRRR SSSSUUUUPPPPPPPPLLLLYYYY IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.7. 7. 7. 7. TTTTHHHHEEEE PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE PPPPRRRROOOOVVVVIIIIDDDDEEEEDDDD WWWWIIIITTTTHHHH AAAA SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF VVVVEEEENNNNTTTT PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE SSSSUUUUBBBBJJJJEEEECCCCTTTTEEEEDDDD TTTTOOOO PPPPRRRREEEESSSSSSSSUUUURRRREEEE DDDDIIIIFFFFFFFFEEEERRRREEEENNNNTTTTIIIIAAAALLLL OOOORRRR MMMMOOOORRRREEEE TTTTHHHHAAAANNNN 1111 IIIINNNNCCCCHHHH OOOOFFFF WWWWAAAATTTTEEEERRRR CCCCOOOOLLLLUUUUMMMMNNNN.... IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL CCCCOOOODDDDEEEE OOOOFFFF NY STATE.NY STATE.NY STATE.NY STATE.8. 8. 8. 8. AAAALLLLLLLL EEEELLLLEEEECCCCTTTTRRRRIIIICCCCAAAALLLL SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE IIIINNNNSSSSTTTTAAAALLLLLLLLEEEEDDDD IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.9. 9. 9. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.10. 10. 10. 10. ALL REINFORCING STEEL SHALL CONFORM WITH ASTM AALL REINFORCING STEEL SHALL CONFORM WITH ASTM AALL REINFORCING STEEL SHALL CONFORM WITH ASTM AALL REINFORCING STEEL SHALL CONFORM WITH ASTM A----666611115555 GGGGRRRRAAAADDDDEEEE 66660000....11. 11. 11. 11. NOTIFY THE ENGINEER IF ANY FILL OR NONNOTIFY THE ENGINEER IF ANY FILL OR NONNOTIFY THE ENGINEER IF ANY FILL OR NONNOTIFY THE ENGINEER IF ANY FILL OR NON----NATIVE OR WELLNATIVE OR WELLNATIVE OR WELLNATIVE OR WELL----DDDDRRRRAAAAIIIINNNNEEEEDDDD MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.12. 12. 12. 12. BBBBAAAACCCCKKKK FFFFIIIILLLLLLLL EEEEXXXXCCCCAAAAVVVVAAAATTTTIIIIOOOONNNNSSSS AAAASSSS SSSSOOOOOOOONNNN AAAASSSS PPPPOOOOSSSSSSSSIIIIBBBBLLLLEEEE.... CCCCOOOOMMMMPPPPAAAACCCCTTTT CCCCLLLLEEEEAAAANNNN SSSSOOOOIIIILLLL TTTTOOOO NNNNOOOOTTTT LLLLEEEESSSSSSSS TTTTHHHHAAAANNNN 99995555%%%% OOOOFFFF MMMMAAAAXXXXIIIIMMMMUUUUMMMM DDDDEEEENNNNSSSSIIIITTTTYYYY AAAATTTT OOOOPPPPTTTTIIIIMMMMUUUUMMMM MMMMOOOOIIIISSSSTTTTUUUURRRREEEE CONTENT.CONTENT.CONTENT.CONTENT.13. 13. 13. 13. BBBBEEEEGGGGIIIINNNNIIIINNNNGGGG IIIIMMMMMMMMEEEEDDDDIIIIAAAATTTTLLLLYYYY AAAAFFFFTTTTEEEERRRR PPPPLLLLAAAACCCCEEEEMMMMEEEENNNNTTTT,,,, PPPPRRRROOOOTTTTEEEECCCCTTTT CCCCOOOONNNNCCCCRRRREEEETTTTEEEE FFFFRRRROOOOMMMM PPPPRRRREEEEMMMMAAAATTTTUUUURRRREEEE DDDDRRRRYYYYIIIINNNNGGGG,,,, EEEEXXXXCCCCEEEESSSSSSSSIIIIVVVVEEEELLLLYYYY HHHHOOOOTTTT AAAANNNNDDDD CCCCOOOOLLLLDDDD TTTTEEEEMMMMPPPPEEEERRRRAAAATTTTUUUURRRREEEESSSS AAAANNNNDDDD MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.14. 14. 14. 14. DESIGN LOADS:DESIGN LOADS:DESIGN LOADS:DESIGN LOADS:1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 40 PSF LIVE40 PSF LIVE40 PSF LIVE40 PSF LIVE10 PSF DEAD10 PSF DEAD10 PSF DEAD10 PSF DEAD2ND FLOOR: 30 PSF LIVE2ND FLOOR: 30 PSF LIVE2ND FLOOR: 30 PSF LIVE2ND FLOOR: 30 PSF LIVE10 PSF DEAD10 PSF DEAD10 PSF DEAD10 PSF DEADSNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)ROOF LOAD: 10 PSF DEADROOF LOAD: 10 PSF DEADROOF LOAD: 10 PSF DEADROOF LOAD: 10 PSF DEADWIND SPEED: 115 MDP, 3 SECOND GUSTWIND SPEED: 115 MDP, 3 SECOND GUSTWIND SPEED: 115 MDP, 3 SECOND GUSTWIND SPEED: 115 MDP, 3 SECOND GUSTSEISMIC DESIGN CATEGORY: BSEISMIC DESIGN CATEGORY: BSEISMIC DESIGN CATEGORY: BSEISMIC DESIGN CATEGORY: BPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFPRESUMPTIVE SOIL LOAD BEARING: 2,000 PSFSOIL GROUP: GROUP 1SOIL GROUP: GROUP 1SOIL GROUP: GROUP 1SOIL GROUP: GROUP 115.15.15.15. JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE SEALED.SEALED.SEALED.SEALED.16.16.16.16. LLLLOOOOTTTT SSSSHHHHAAAALLLLLLLL BBBBEEEE GGGGRRRRAAAADDDDEEEEDDDD SSSSOOOO AAAASSSS TTTTOOOO DDDDRRRRAAAAIIIINNNN SSSSUUUURRRRFFFFAAAACCCCEEEE WWWWAAAATTTTEEEERRRR AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN....TTTTHHHHEEEE GGGGRRRRAAAADDDDEEEE AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN WWWWAAAALLLLLLLL SSSSHHHHAAAALLLLLLLL FFFFAAAALLLLLLLL AAAA MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.17.17.17.17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER MMMMAAAANNNNUUUUFFFFAAAACCCCTTTTUUUURRRREEEERRRRSSSS SSSSPPPPEEEECCCCIIIIFFFFIIIICCCCAAAATTTTIIIIOOOONNNNSSSS....TTTTHHHHEEEE MMMMIIIINNNNIIIIMMMMUUUUMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG RRRREEEEQQQQUUUUIIIIRRRREEEEMMMMEEEENNNNTTTTSSSS SHALL BE : 4SHALL BE : 4SHALL BE : 4SHALL BE : 4----1/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 7----1/2''@ I1/2''@ I1/2''@ I1/2''@ INNNNTTTTEEEERRRRMMMMEEEEDDDDIIIIAAAATTTTEEEE SSSSUUUUPPPPPPPPOOOORRRRTTTTSSSS....18.18.18.18. HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL BBBBEEEE 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD NOSING.NOSING.NOSING.NOSING.19.19.19.19. ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES ALL SMOKE DETECTORS SHALL BE INSTALLED PER LOCAL CODES AAAANNNNDDDD NNNNAAAATTTTIIIIOOOONNNNAAAALLLL EEEELLLLEEEECCCCTTTTRRRRIIIICCCCAAAALLLL CCCCOOOODDDDEEEE SSSSTTTTAAAANNNNDDDDAAAARRRRDDDDSSSS.... TTTTHHHHIIIISSSS SSSSHHHHAAAALLLLLLLL IIIINNNNCCCCLLLLUUUUDDDDEEEE TTTTHHHHAAAATTTT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE DDDDEEEETTTTEEEECCCCTTTTOOOORRRR AAAALLLLAAAARRRRMMMMSSSS,,,, THEY ALL ALARM.THEY ALL ALARM.THEY ALL ALARM.THEY ALL ALARM.20.20.20.20. THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN TTTTHHHHEEEE CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT DIPPED DIPPED DIPPED DIPPED GALVANIZED OR STAINLESS STEEL GALVANIZED OR STAINLESS STEEL GALVANIZED OR STAINLESS STEEL GALVANIZED OR STAINLESS STEEL FFFFAAAASSSSTTTTEEEENNNNEEEERRRRSSSS AAAARRRREEEE RRRREEEEQQQQUUUUIIIIRRRREEEEDDDD....21.21.21.21. WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.SECTION 308 OF THE 2020 INTERNATIONAL BUILDING CODE.22.22.22.22. WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR CCCCHHHHAAAANNNNGGGGEEEESSSS PPPPEEEERRRR HHHHOOOOUUUURRRR OOOORRRR LLLLEEEESSSSSSSS AAAASSSS DDDDEEEETTTTEEEERRRRMMMMIIIINNNNEEEEDDDD BBBBYYYY HHHHEEEE BBBBLLLLOOOOWWWWEEEERRRR DDDDOOOOOOOORRRR TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE HOUSE HOUSE HOUSE HOUSE MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.3MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.3MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.3MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.323.23.23.23. UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: FOR OPENINGS <3'00'':2FOR OPENINGS <3'00'':2FOR OPENINGS <3'00'':2FOR OPENINGS <3'00'':2----PLY 2X10, FOR OPENINGS >3'0'' BUT PLY 2X10, FOR OPENINGS >3'0'' BUT PLY 2X10, FOR OPENINGS >3'0'' BUT PLY 2X10, FOR OPENINGS >3'0'' BUT <5'0'': 3<5'0'': 3<5'0'': 3<5'0'': 3----PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK STUDS.STUDS.STUDS.STUDS.24.24.24.24. CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.25.25.25.25. WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.26.26.26.26. HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS.27.27.27.27. MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MMMMOOOORRRREEEE THAN 400CFM.THAN 400CFM.THAN 400CFM.THAN 400CFM.28.28.28.28. WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED LOCATIONS.LOCATIONS.LOCATIONS.LOCATIONS.29.29.29.29. A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE GARAGE.GARAGE.GARAGE.GARAGE.30.30.30.30. TTTTHHHHEEEE AAAATTTTTTTTIIIICCCC AAAACCCCCCCCEEEESSSSSSSS HHHHAAAATTTTCCCCHHHHWWWWAAAAYYYY WWWWIIIILLLLLLLL HHHHAAAAVVVVEEEE AAAA IIIINNNNSSSSUUUULLLLAAAATTTTIIIIOOOONNNN VVVVAAAALLLLUUUUEEEE EEEEQQQQUUUUAAAALLLL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR.5/29/2024 3:06:32 PMC:\(1) SED PROJECTS\Richard Solosky\Revit\04-11-2024, Richard Solosky.rvt49 Greenridge StreetSaratoga Springs NY12866Richard SoloskyBUILDINGBUILDINGBUILDINGBUILDINGSECTIONSSECTIONSSECTIONSSECTIONS3/8" = 1'-0"1GARAGE SECTIONWINDOW SCHEDULERoom Name Model Family and Type Rough Width Rough Height Visible Light Vent AreaEgressOpeningClr Opn'gWidthClr Opn'g Ht. U-Value CountLoft/Kitchenette 2832 Masterview 220 Series: 2832 2' - 9 1/2" 3' - 4 1/2" 6.270 SF 2.700 SF 2.700 SF 2' - 5 5/16" 1' - 2 3/4" .3 2<varies> 3052 Masterview 220 Series: 3052 3' - 2" 5' - 5" 12.370 SF 5.800 SF 5.800 SF 2' - 9 5/16" 2' - 2 3/4" .3 7NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENT CALCULATION SHEETRoom Name Room Area Required Light Visible LightRequiredVentVent AreaEgressOpeningModel DescriptionGarage - First Floor 533.322 SF 42.666 SF 12.370 SF 21.333 SF 5.800 SF 5.800 SF 3052 Master View 220 Series DHGarage - First Floor 0.000 SF 0.000 SF 12.370 SF 0.000 SF 5.800 SF 5.800 SF 3052 Master View 220 Series DHGarage - First Floor 0.000 SF 0.000 SF 12.370 SF 0.000 SF 5.800 SF 5.800 SF 3052 Master View 220 Series DHGarage - First Floor 42.666 SF 37.110 SF 21.333 SF 17.400 SFLoft/Kitchenette 571.832 SF 45.747 SF 12.370 SF 22.873 SF 5.800 SF 5.800 SF 3052 Master View 220 Series DHLoft/Kitchenette 0.000 SF 0.000 SF 12.370 SF 0.000 SF 5.800 SF 5.800 SF 3052 Master View 220 Series DHLoft/Kitchenette 0.000 SF 0.000 SF 12.370 SF 0.000 SF 5.800 SF 5.800 SF 3052 Master View 220 Series DHLoft/Kitchenette 0.000 SF 0.000 SF 6.270 SF 0.000 SF 2.700 SF 2.700 SF 2832 Master View 220 Series DHLoft/Kitchenette 0.000 SF 0.000 SF 6.270 SF 0.000 SF 2.700 SF 2.700 SF 2832 Master View 220 Series DHLoft/Kitchenette 0.000 SF 0.000 SF 12.370 SF 0.000 SF 5.800 SF 5.800 SF 3052 Master View 220 Series DHLoft/Kitchenette45.747 SF 62.020 SF 22.873 SF 28.600 SF3/8" = 1'-0"2O.H.D. ROUGH OPENING DETAIL
Greenridge PlaceGurtler Lane