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LJL LL <br />(n n <br />CD e� <br />60 r <br />VERIFY <br />W/ PLAN <br />TYP. ARCH DETAIL <br />DRYWALL <br />.CLEARANCE <br />1 1/4" TO 2" DIA HANDRAIL <br />NO LESS THAN 34" NOR <br />MORE THAN 38" ABV. TREAD <br />NOSING <br />METAL HANDRAIL <br />BRACKET <br />BLOCKING AS <br />REQUIRED <br />Stairway construction and handrail to conform to the FBC Residential <br />section R311.7 <br />Riser height: <br />The maximum riser height shall be 7 3/4". The greatest riser height within <br />any flight of stairs shall not exceed the smallest by more than 3/8 inch. <br />Tread depth. <br />The minimum tread depth shall be 10". The greatest tread depth within any <br />flight of stairs shall not exceed the smallest by more than 3/8 inch. <br />Handrails. <br />Handrails shall be provided on at least one side of each continuous run of <br />treads or flight with four or more risers. Handrail height, measured <br />vertically from the sloped plane adjoining the tread nosing, or finish surface <br />of ramp slope, shall be not less than 34" and not more than 38". Handrails <br />adjacent to a wall shall have a space of not less than 1 1/2" between the <br />wall and the handrails. <br />Grip -size. <br />Handrails with a circular cross section shall have an outside diameter of at <br />least 1 1/4" and not greater than 2" or provide equivalent graspavility in <br />compliance with FBCR Section R311.7.7.3. <br />Guards. <br />Guards shall be located along open -sided walking surfaces, including <br />stairs, ramps and landings, that are located more than 30" and shall be not <br />less than 36". Required guards shall not have openings from the walking <br />surface to the required guard height which allow passage of a sphere 4" in <br />diameter. <br />Winders. <br />Winder treads shall have a minimum tread depth of 6" at the narrow end <br />and shall have a minimum tread depth of 10" at the intersections with the <br />walkline (12" from the narrower side). <br />HANDRAIL DETAIL. <br />:6 LANDIIN <br />: FRAME[ <br />ALL <br />2X12 #2 <br />'RINGER <br />00 <br />C) <br />O <br />C; <br />6 <br />MIRROR <br />oTOQ�o <br />'OP -obi <br />I�- <br />4� <br />4& <br />0 <br />0 <br />0 <br />BATH #2 <br />OWNER'S BATH <br />KITCHEN <br />KITCHEN <br />KITCHEN <br />oc f <br />60 6 <br />M17RROR <br />4(94& <br />4& �& <br />PWDR BATH #2 OWNER'S BATH <br />KITCHEN <br />(1787) STAIR SECTION_ <br />'T I STRIN( <br />T CI <br />(1666)1 <br />SCALE: 1/4" =1'-0" <br />I& <br />KITCHEN <br />(1787)1 <br />SCALE: 1/4" =V-0" <br />NTERIOR ELEVATIONS <br />0 <br />C� <br />0 <br />KITCHEN <br />NTERIOR ELEVATIONS <br />1666) STAIR SECTION. <br />O <br />�+ <br />co <br />s. <br />CO x <br />Co <br />r0 <br />tf3 LJ <br />Q <br />( <br />EP <br />N <br />C Q <br />(D CL -0 <br />n= E C <br />ccs N O O <br />< C U <br />0 � <br />7�0. �-W <br />CV <br />N <br />O <br />N <br />O� <br />rn <br />0 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />F <br />E <br />o � $ <br />0 <br />N N co <br />r oLo 9� <br />a <br />lriri <br />A 32 8 w <br />1 w u. <br />` <br />u- U. LL d <br />Z <br />�o o <br />tq o <br />LW <br />Z <br />,1° N Z d <br />ZN <br />oU y <br />W <br />❑ ❑ <br />U g? u <br />z N <br />Z <br />z� <br />a <br />(1) <br />z <br />U -8 <br />u- <br />0 <br />4--J <br />U <br />� a <br />—71 <br />0 <br />W s <br />tJ) <br />c Y <br />w <br />r <br />` <br />c <br />z <br />O <br />_ <br />(W <br />E <br />Q <br />zO <br />g <br />�� <br />�E <br />a <br />o <br />E U <br />0 <br />Wa <br />Z <br />O <br />C140.7 <br />�C <br />a<°� <br />ad <br />C <br /><$ <br />aY <br />m O <br />m g <br />o <br />I� <br />Y <br />ZNC <br />N <br />3 <br />" <br />U <br />W <br />g� <br />21 <br />=G <br />U <br />�o <br />m�` <br />1— <br />x <br />O <br />�a <br />xg <br />C <br />o T <br />> M <br />Im <br />Ili <br />r- <br />a <br />� o <br />� <br />o <br />m <br />Q <br />CAD <br />V <br />: r <br />tV <br />H04 <br />� <br />p <br />O <br />c <br />N <br />CM <br />aM <br />�� <br />iu <br />R <br />I <br />to <br />c <br />z <br />z <br />E dO' <br />y <br />d <br />t0 <br />c <br />c <br />a <br />E <br />ci <br />ai <br />JOB <br />NO: 22-05614-05611 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />10 <br />