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<br />i SEE PLAN FOR LANDING DEPTH I
<br />MIN. (3) 2x STUDS R
<br />@ END OF LANDING
<br />BELOW HDR. BEAM
<br />� STANDARD (3) 2x1
<br />STRINGERS w/
<br />°0 SIMPSON A35/USP
<br />MP34 CLIP TO
<br />�- FLOOR SYSTEM O
<br />LANDING FRAMING
<br />co
<br />o (2) 2x HDR.
<br />� REQ'D @ EN[
<br />LANDING FOI
<br />i STRINGERS -
<br />I CONNECT TC
<br />KITCHEN ISLAND
<br />91
<br />PLY SHEATHING OVER
<br />LANDING ATTACHED PER
<br />GENERAL FLOOR
<br />CONSTRUCTION NOTES
<br />2x8 #2 SYP JOISTS @LANDING
<br />@ 16"O.C. w/ SIMPSON A35/USP
<br />MP34 OR LUS26 HANGER ON
<br />EA. SIDE
<br />MASONRY OR WOOD WALL,
<br />SEE PLAN
<br />2x8 #2 SYP (P.T. IF MASONRY
<br />WALL) CONTINUOUS LEDGER
<br />w/ (3)16d NAILS @ 16" O.C. MAX.
<br />TO EA. STUD. ((2) 1/4"X3 1/2"
<br />TITENS @ 16" O.C. MAX. FOR
<br />MASONRY WALL) CL
<br />GENERAL LANDING FRAMING INFO.
<br />°^ SCALE: N.T.S. 9'-0" MAX LANDING LENGTH
<br />MIRROR
<br />0
<br />OWNER'S BATH
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<br />co
<br />O
<br />fV
<br />2x8 #2 SYP JOISTS @LANDING
<br />! @ 16" O.C. wl SIMPSON A35
<br />I CLIP OR LUS26 HANGER TO
<br />U I LEDGER
<br />2x12 HDR. w/ (3) 2x STUDS AT 4' PLYWOOD
<br />Q EA. END FOR BEARING
<br />w LANDING ,
<br />v ( STANDARD (3) 2X12
<br />Q STRINGERS W/ SIMPSON A35
<br />w I CLIP TO HDR.
<br />r 1x TREADS (TYP.)
<br />� 2x8 LEDGER #2 SYP w/
<br />CONT. (3) 16d NAILS TO STUD
<br />HANDRAIL @ 16" O.C.
<br />in
<br />ffI r
<br />THRUST BLOCK SECURED TO
<br />SLAB wl 1/4"X3 1/2" TAPCONS
<br />@ 16" O.C.
<br />KITCHEN
<br />8'-55'
<br />BATH 2
<br />KITCHEN
<br />INTERIOR ELEVATIONS
<br />SCALE: 1 /2"=1'-0"
<br />STAIR CALCULATIONS:
<br />TOTAL RISE = 10'-0 3/4"
<br />(16) RISERS AT 7 9/16"
<br />10" TREADS w/ 1" NpSING
<br />Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections. R311.7, R312
<br />and R302.7.
<br />Riser height:
<br />The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading
<br />edges of the adjacent treads. The greatest riser height within any flight of stairs shad not exceed the smallest by
<br />more than 3/8 inch.
<br />Tread depth:
<br />The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the
<br />vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The
<br />greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch.
<br />Winders:
<br />Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the
<br />foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread
<br />depth of not less than 6 inches at any point within the clear width of the stair.
<br />Nosings:
<br />The radius of curvature at the nosing shall be not greater than 9116 inch, A nosing projection not less than 3/4
<br />inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing
<br />projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including
<br />the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch.
<br />Handrails:
<br />Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more
<br />risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of
<br />ramp slope; shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be
<br />continuous for the full length of the flight, from a point directly .above the top riser of the flight to a point directly
<br />above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety
<br />terminals. Handrails adjacent to a wail shall have a space of not less than 11 /2 inches between the wall and the
<br />handrails.
<br />Grip -size:
<br />Handrails with a circular cross section shall have an outside diameter of not less than 11l4 inches and not greater
<br />than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3.
<br />Guards:
<br />Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located
<br />more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to
<br />the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies
<br />or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface
<br />or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking
<br />surface to the required guard height that allow passage of a sphere 4 inches in diameter.
<br />Under -stair protection:
<br />Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the
<br />enclosed side with 1/2-inch gypsum board.
<br />STAIR SECTION
<br />Cl-
<br />C-f>
<br />SCALE: 1 /2"=1'-0"
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<br />o (2) 2x HDR.
<br />� REQ'D @ EN[
<br />LANDING FOI
<br />i STRINGERS -
<br />I CONNECT TC
<br />KITCHEN ISLAND
<br />91
<br />PLY SHEATHING OVER
<br />LANDING ATTACHED PER
<br />GENERAL FLOOR
<br />CONSTRUCTION NOTES
<br />2x8 #2 SYP JOISTS @LANDING
<br />@ 16"O.C. w/ SIMPSON A35/USP
<br />MP34 OR LUS26 HANGER ON
<br />EA. SIDE
<br />MASONRY OR WOOD WALL,
<br />SEE PLAN
<br />2x8 #2 SYP (P.T. IF MASONRY
<br />WALL) CONTINUOUS LEDGER
<br />w/ (3)16d NAILS @ 16" O.C. MAX.
<br />TO EA. STUD. ((2) 1/4"X3 1/2"
<br />TITENS @ 16" O.C. MAX. FOR
<br />MASONRY WALL) CL
<br />GENERAL LANDING FRAMING INFO.
<br />°^ SCALE: N.T.S. 9'-0" MAX LANDING LENGTH
<br />MIRROR
<br />0
<br />OWNER'S BATH
<br />q
<br />co
<br />O
<br />fV
<br />2x8 #2 SYP JOISTS @LANDING
<br />! @ 16" O.C. wl SIMPSON A35
<br />I CLIP OR LUS26 HANGER TO
<br />U I LEDGER
<br />2x12 HDR. w/ (3) 2x STUDS AT 4' PLYWOOD
<br />Q EA. END FOR BEARING
<br />w LANDING ,
<br />v ( STANDARD (3) 2X12
<br />Q STRINGERS W/ SIMPSON A35
<br />w I CLIP TO HDR.
<br />r 1x TREADS (TYP.)
<br />� 2x8 LEDGER #2 SYP w/
<br />CONT. (3) 16d NAILS TO STUD
<br />HANDRAIL @ 16" O.C.
<br />in
<br />ffI r
<br />THRUST BLOCK SECURED TO
<br />SLAB wl 1/4"X3 1/2" TAPCONS
<br />@ 16" O.C.
<br />KITCHEN
<br />8'-55'
<br />BATH 2
<br />KITCHEN
<br />INTERIOR ELEVATIONS
<br />SCALE: 1 /2"=1'-0"
<br />STAIR CALCULATIONS:
<br />TOTAL RISE = 10'-0 3/4"
<br />(16) RISERS AT 7 9/16"
<br />10" TREADS w/ 1" NpSING
<br />Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections. R311.7, R312
<br />and R302.7.
<br />Riser height:
<br />The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading
<br />edges of the adjacent treads. The greatest riser height within any flight of stairs shad not exceed the smallest by
<br />more than 3/8 inch.
<br />Tread depth:
<br />The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the
<br />vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The
<br />greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch.
<br />Winders:
<br />Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the
<br />foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread
<br />depth of not less than 6 inches at any point within the clear width of the stair.
<br />Nosings:
<br />The radius of curvature at the nosing shall be not greater than 9116 inch, A nosing projection not less than 3/4
<br />inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing
<br />projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including
<br />the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch.
<br />Handrails:
<br />Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more
<br />risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of
<br />ramp slope; shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be
<br />continuous for the full length of the flight, from a point directly .above the top riser of the flight to a point directly
<br />above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety
<br />terminals. Handrails adjacent to a wail shall have a space of not less than 11 /2 inches between the wall and the
<br />handrails.
<br />Grip -size:
<br />Handrails with a circular cross section shall have an outside diameter of not less than 11l4 inches and not greater
<br />than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3.
<br />Guards:
<br />Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located
<br />more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to
<br />the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies
<br />or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface
<br />or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking
<br />surface to the required guard height that allow passage of a sphere 4 inches in diameter.
<br />Under -stair protection:
<br />Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the
<br />enclosed side with 1/2-inch gypsum board.
<br />STAIR SECTION
<br />Cl-
<br />C-f>
<br />SCALE: 1 /2"=1'-0"
<br />I I '�V /r
<br />rgt
<br />R
<br />ZZ
<br />E
<br />FF
<br />LU
<br />8
<br />Lu
<br />Ln
<br />I CONNECT TC
<br />KITCHEN ISLAND
<br />91
<br />PLY SHEATHING OVER
<br />LANDING ATTACHED PER
<br />GENERAL FLOOR
<br />CONSTRUCTION NOTES
<br />2x8 #2 SYP JOISTS @LANDING
<br />@ 16"O.C. w/ SIMPSON A35/USP
<br />MP34 OR LUS26 HANGER ON
<br />EA. SIDE
<br />MASONRY OR WOOD WALL,
<br />SEE PLAN
<br />2x8 #2 SYP (P.T. IF MASONRY
<br />WALL) CONTINUOUS LEDGER
<br />w/ (3)16d NAILS @ 16" O.C. MAX.
<br />TO EA. STUD. ((2) 1/4"X3 1/2"
<br />TITENS @ 16" O.C. MAX. FOR
<br />MASONRY WALL) CL
<br />GENERAL LANDING FRAMING INFO.
<br />°^ SCALE: N.T.S. 9'-0" MAX LANDING LENGTH
<br />MIRROR
<br />0
<br />OWNER'S BATH
<br />q
<br />co
<br />O
<br />fV
<br />2x8 #2 SYP JOISTS @LANDING
<br />! @ 16" O.C. wl SIMPSON A35
<br />I CLIP OR LUS26 HANGER TO
<br />U I LEDGER
<br />2x12 HDR. w/ (3) 2x STUDS AT 4' PLYWOOD
<br />Q EA. END FOR BEARING
<br />w LANDING ,
<br />v ( STANDARD (3) 2X12
<br />Q STRINGERS W/ SIMPSON A35
<br />w I CLIP TO HDR.
<br />r 1x TREADS (TYP.)
<br />� 2x8 LEDGER #2 SYP w/
<br />CONT. (3) 16d NAILS TO STUD
<br />HANDRAIL @ 16" O.C.
<br />in
<br />ffI r
<br />THRUST BLOCK SECURED TO
<br />SLAB wl 1/4"X3 1/2" TAPCONS
<br />@ 16" O.C.
<br />KITCHEN
<br />8'-55'
<br />BATH 2
<br />KITCHEN
<br />INTERIOR ELEVATIONS
<br />SCALE: 1 /2"=1'-0"
<br />STAIR CALCULATIONS:
<br />TOTAL RISE = 10'-0 3/4"
<br />(16) RISERS AT 7 9/16"
<br />10" TREADS w/ 1" NpSING
<br />Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections. R311.7, R312
<br />and R302.7.
<br />Riser height:
<br />The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading
<br />edges of the adjacent treads. The greatest riser height within any flight of stairs shad not exceed the smallest by
<br />more than 3/8 inch.
<br />Tread depth:
<br />The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the
<br />vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The
<br />greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch.
<br />Winders:
<br />Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the
<br />foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread
<br />depth of not less than 6 inches at any point within the clear width of the stair.
<br />Nosings:
<br />The radius of curvature at the nosing shall be not greater than 9116 inch, A nosing projection not less than 3/4
<br />inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing
<br />projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including
<br />the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch.
<br />Handrails:
<br />Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more
<br />risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of
<br />ramp slope; shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be
<br />continuous for the full length of the flight, from a point directly .above the top riser of the flight to a point directly
<br />above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety
<br />terminals. Handrails adjacent to a wail shall have a space of not less than 11 /2 inches between the wall and the
<br />handrails.
<br />Grip -size:
<br />Handrails with a circular cross section shall have an outside diameter of not less than 11l4 inches and not greater
<br />than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3.
<br />Guards:
<br />Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located
<br />more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to
<br />the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies
<br />or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface
<br />or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking
<br />surface to the required guard height that allow passage of a sphere 4 inches in diameter.
<br />Under -stair protection:
<br />Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the
<br />enclosed side with 1/2-inch gypsum board.
<br />STAIR SECTION
<br />Cl-
<br />C-f>
<br />SCALE: 1 /2"=1'-0"
<br />I I '�V /r
<br />rgt
<br />R
<br />ZZ
<br />E
<br />FF
<br />LU
<br />8
<br />Lu
<br />Ln
<br />THRUST BLOCK SECURED TO
<br />SLAB wl 1/4"X3 1/2" TAPCONS
<br />@ 16" O.C.
<br />KITCHEN
<br />8'-55'
<br />BATH 2
<br />KITCHEN
<br />INTERIOR ELEVATIONS
<br />SCALE: 1 /2"=1'-0"
<br />STAIR CALCULATIONS:
<br />TOTAL RISE = 10'-0 3/4"
<br />(16) RISERS AT 7 9/16"
<br />10" TREADS w/ 1" NpSING
<br />Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections. R311.7, R312
<br />and R302.7.
<br />Riser height:
<br />The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading
<br />edges of the adjacent treads. The greatest riser height within any flight of stairs shad not exceed the smallest by
<br />more than 3/8 inch.
<br />Tread depth:
<br />The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the
<br />vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The
<br />greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch.
<br />Winders:
<br />Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the
<br />foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread
<br />depth of not less than 6 inches at any point within the clear width of the stair.
<br />Nosings:
<br />The radius of curvature at the nosing shall be not greater than 9116 inch, A nosing projection not less than 3/4
<br />inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing
<br />projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including
<br />the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch.
<br />Handrails:
<br />Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more
<br />risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of
<br />ramp slope; shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be
<br />continuous for the full length of the flight, from a point directly .above the top riser of the flight to a point directly
<br />above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety
<br />terminals. Handrails adjacent to a wail shall have a space of not less than 11 /2 inches between the wall and the
<br />handrails.
<br />Grip -size:
<br />Handrails with a circular cross section shall have an outside diameter of not less than 11l4 inches and not greater
<br />than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3.
<br />Guards:
<br />Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located
<br />more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to
<br />the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies
<br />or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface
<br />or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking
<br />surface to the required guard height that allow passage of a sphere 4 inches in diameter.
<br />Under -stair protection:
<br />Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the
<br />enclosed side with 1/2-inch gypsum board.
<br />STAIR SECTION
<br />Cl-
<br />C-f>
<br />SCALE: 1 /2"=1'-0"
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