Roof Design PlansDRAWING 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 Plans8/21/2024 8:46:34 AMC:\(1) SED PROJECTS\Tammy Sutphin\Revit\08-12-2024, Tammy Sutphin.rvt1348 Ridge RoadQueensbury, New York12804Tammy SutphinCOVER SHEETCOVER SHEETCOVER SHEETCOVER SHEETTammy SutphinD R A W I N G L I S TNO.SHEET NAME1 COVER SHEET2 EXISTING PLAN VIEWS3 EXISTING ELEVATION VIEWS4 MODIFIED ELEVATION VIEWS5 BUILDING SECTIONS
9' - 1"9' - 11"9' - 0"1' - 6 1/2"29' - 6 1/2"34' - 1"4' - 10"38' - 11"28' - 0"7' - 2 1/2"6' - 0"20' - 10 1/2"34' - 1"864.99 SFExisting First Floor28' - 0"34' - 1"4' - 10"9' - 1"9' - 11"9' - 0"1' - 6 1/2"7' - 2 1/2"6' - 0"20' - 10 1/2"38' - 11"28' - 0"34' - 1"4' - 10"882.63 SFExisting FoundationExisting Basement Window, Typ.Existing 12" CMU Fnd. WallExisting Concrete SlabDashed Line Indicates Outside Edge of Existing 8" CMU Wall Resting on Top of Existing 12" CMU Fnd. Wall1" / 12"1" / 12"Existing Parapet Cap to Be Removed. New Truss's Will Sit on Existing Parapet WallRemoved Existing Concrete Cap & Top of Existing Chimney Until The Height of The Chimney Walls Matches That of the Parapet WallsDRAWING 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 Plans8/21/2024 8:46:34 AMC:\(1) SED PROJECTS\Tammy Sutphin\Revit\08-12-2024, Tammy Sutphin.rvt2348 Ridge RoadQueensbury, New York12804Tammy SutphinEXISTING PLANEXISTING PLANEXISTING PLANEXISTING PLANVIEWSVIEWSVIEWSVIEWS1/4" = 1'-0"1EXISTING FIRST FLOOR PLAN1/4" = 1'-0"2EXISTING FOUNDATION PLAN1/4" = 1'-0"3EXISTING ROOF PLAN
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 Plans8/21/2024 8:46:36 AMC:\(1) SED PROJECTS\Tammy Sutphin\Revit\08-12-2024, Tammy Sutphin.rvt3348 Ridge RoadQueensbury, New York12804Tammy SutphinEXISTINGEXISTINGEXISTINGEXISTINGELEVATIONELEVATIONELEVATIONELEVATIONVIEWSVIEWSVIEWSVIEWS1/4" = 1'-0"1EXISTING FRONT ELEVATION1/4" = 1'-0"2EXISTING REAR ELEVATION1/4" = 1'-0"3EXISTING RIGHT SIDE ELEVATION1/4" = 1'-0"4EXISTING LEFT SIDE ELEVATION
Vinyl Shake Siding Where Shown1x8 Trim Typ.Triangular Louver Vent w/ Screen Typ.24" Overhang24" Overhang24" Overhang24" Overhang12" Rake12" Rake12" Rake6" / 12"6" / 12"6" / 12"6" / 12"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 Plans8/21/2024 8:46:39 AMC:\(1) SED PROJECTS\Tammy Sutphin\Revit\08-12-2024, Tammy Sutphin.rvt4348 Ridge RoadQueensbury, New York12804Tammy SutphinMODIFIEDMODIFIEDMODIFIEDMODIFIEDELEVATIONELEVATIONELEVATIONELEVATIONVIEWSVIEWSVIEWSVIEWS1/4" = 1'-0"1MODIFIED FRONT ELEVATION1/4" = 1'-0"2MODIFIED REAR ELEVATION1/4" = 1'-0"3MODIFIED LEFT SIDE ELEVATION1/4" = 1'-0"4MODIFIED RIGHT SIDE ELEVATION1/4" = 1'-0"5MODIFIED ROOF PLAN
Top of CMU Fnd. WallTop of CMU Fnd. WallTop of GradeTop of GradeTop of ParapetTop of Parapet1' - 4"12' - 9"8"2' - 0"9' - 3" FIELD VERIFY2' - 0"9 1/2"868.32 SFExisting First Floor1' - 4"12' - 9"Existing 8" CMU WallExisting 2x6 Wall2x6 Sub-Fascia w/ Aluminum Cover Vented Vinyl Soffit Ridge Vent• 50/10/10 NYS Approved Roof Truss @ 24'' O.C.. w/ 12'' 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 Valleys1' - 0" HeelExisting 2x8 RaftersExisting Roof:• 2x8 Rafters @ 16" O.C.• 1x5 Planking• TPO Rubber Membrane RoofH2.5A Simpson Huricane Tie Down, Typ All Trusses Existing Brick Veneer6" / 12"9' - 11"Rip Down 2x12 P.T. Plate Attach to Existing Parapet Wall, Typ.Top of CMU Fnd. WallTop of CMU Fnd. WallTop of GradeTop of GradeTop of ParapetTop of Parapet868.32 SFExisting First Floor1' - 4"12' - 9"1' - 4"12' - 9"1' - 0" HeelExisting 8" CMU WallExisting 2x6 WallExisting Roof:• 2x8 Rafters @ 16" O.C.• 1x5 Planking• TPO Rubber Membrane Roof2x6 Sub-Fascia w/ Aluminum Cover Vented Vinyl Soffit Roof Trusses @ 24'' O.C.Ridge Vent• 50/10/10 NYS Approved Roof Truss @ 24'' O.C.. w/ 12" 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 Valleys8"Existing 2x4 Rough Cut Bottom ChordExisting 2x8 Rafters2' - 0"27' - 4" FIELD VERIFY2' - 0"6" / 12"Existing Brick Veneer28' - 0"H2.5A Simpson Huricane Tie Down, Typ All Trusses Rip Down 2x12 P.T. Plate Attach to Existing Parapet Wall, Typ.Top of CMU Fnd. WallTop of CMU Fnd. WallTop of GradeTop of GradeTop of ParapetTop of Parapet868.32 SFExisting First Floor12' - 9"1' - 4"Existing Roof:• 2x8 Rafters @ 16" O.C.• 1x5 Planking• TPO Membrane Roof2x12 P.T. Top Plate • 50/10/10 NYS Approved Roof Gable End Truss • 7/16" OSB Sheathing• Tyvek House Wrap • Vinyl Shake SidingDRAWING 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 Plans8/21/2024 8:46:40 AMC:\(1) SED PROJECTS\Tammy Sutphin\Revit\08-12-2024, Tammy Sutphin.rvt5348 Ridge RoadQueensbury, New York12804Tammy SutphinBUILDINGBUILDINGBUILDINGBUILDINGSECTIONSSECTIONSSECTIONSSECTIONS3/8" = 1'-0"1ENTRY SECTION3/8" = 1'-0"2MAIN BUILDING SECTION3/8" = 1'-0"3RAKE END SECTION