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r'IN <br />TIN <br />T <br />\�•���f-�l�l1•_LLt��� • <br />RETURN TO WA <br />SCALE: NTS <br />U <br />DRYWALL <br />.CLEARANCE <br />LL <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 />DETAIL <br />Xa <br />OC <br />LJL LL <br />U) z <br />C <br />00 f` <br />VERIFY <br />W/ PLAN <br />TYP. ARCH DETAIL. <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 />HANDRA <br />SCALE: 3" =1'-0" <br />:6 LP <br />: FR{ <br />ALL <br />2X1 <br />'RIN( <br />IL DETAIL <br />(1787' <br />SCALE: 1/2" =1'-0" <br />STAIR SECTION <br />60 <br />F�1 <br />INN <br />V <br />MIRROR <br />6 <br />IR <br />m MIRROR <br />Ili <br />4811111,, <br />4& <br />4& <br />4& <br />4& <br />BATH 2 <br />OWNER'S BATH <br />KITCHEN <br />KITCHEN <br />KITCHEN <br />of60 C <br />[171 <br />0 <br />i LEI <br />�& 4� 46 <br />BATH 2 OWNER'S BATH <br />KITCHEN <br />rn <br />STANC <br />`1 STRIN( <br />CLIP TI <br />cv) <br />o Cn <br />N <br />0 <br />En <br />(1666)1 <br />SCALE: 1/4" =1'-0" <br />40� <br />KITCHEN <br />(1787)1 <br />SCALE: 1/4" =1'-0" <br />NTERIOR ELEVATIONS <br />NOTE: INTERIOR ELEVATIONS WILL BE <br />FLIPPED FOR THE REVERSE UNITS. <br />4 <br />KITCHEN <br />NTERIOR ELEVATIONS <br />NOTE: INTERIOR ELEVATIONS WILL BE I <br />FLIPPED FOR THE REVERSE UNITS. <br />1666) STAIR SECTION <br />Me+r <br />0 <br />N <br />!V <br />_ <br />O <br />-o <br />v <br />m <br />> <br />Y W <br />C M f, <br />N _ m x <br />C L.L f1. <br />N <br />O a •y 'O G'V = <br />N C� <br />Gf <br />Q N <br />3 °' a� Y <br />°1 a- c <br />CZ <br />c r� <br />C E <br />�O o <br />� v <br />����� <br />�e�l`�`tEti4411IHllllll <br />S E•� •'•' <br />U <br />O. <br />_U <br />L <br />F�"�//1lkEkttlllkIti1���\\ <br />To the best of the Engineer's knowledge, information and belief, <br />Me structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W <br />a <br />vE o8 <br />m <br />I'N <br />0 <br />N S <br />tt'i <br />cNo v # L� <br />Q� J <br />LL W <br />�LLLL o_ <br />Z <br />c rn 1L <br />t f0 0 <br />W <br />� 04 0 o <br />m <br />W <br />LL Z <br />cR�pjO' <br />N Z d J <br />N <br />OU 0 U <br />Z <br />W <br />❑ ❑ <br />C9 <br />z �g <br />V) <br />— N <br />Z fh <br />C9 <br />0 <br />1lW� <br />O <br />LL <br />T <br />rn <br />LLJ <br />0 <br />w <br />N <br />c •, <br />�N <br />F- .3 <br />U <br />F— E <br />2 <br />� 8 <br />_ <br />M <br />�1 <br />Z <br />U_ <br />E <br />zoo <br />SLL <br />a O <br />wi <br />z0 <br />oa <br />t_ fd <br />_ <br />O <br />V <br />a <br />]O <br />UU <br />W <br />Z <br />O <br />° z8 <br />w Z <br />L <br />ro <br />Cl) C <br />Q = <br />.y <br />V <br />m a <br />O¢ <br />2 <br />Z <br />N N <br />J <br />,m <br />QW <br />fZ <br />rg <br />g� <br />O <br />aZ <br />W <br />d <br />V <br />O <br />NW <br />ti - <br />o� <br />r3 <br />(7 <br />0 <br />ttttttt� <br />O <br />w <br />y <br />C <br />O <br />12 <br />> CO <br />i <br />N <br />rn <br />to <br />~ <br />0 <br />i <br />IM0 <br />n <br />CIDHO <br />C <br />QO <br />T <br />� <br />a <br />Cs 1 <br />_ <br />coCr <br />" <br />LO <br />O <br />cfl <br />to <br />a <br />Q <br />Z� <br />E <br />CN <br />~ <br />04 <br />LO <br />CM <br />Ln <br />00 <br />CD <br />O <br />O <br />c <br />000 <br />co <br />N <br />M <br />ui <br />E <br />c <br />Z <br />N <br />E O <br />N <br />T) <br />c <br />0 <br />o <br />U 0 <br />ci <br />Q p <br />J <br />JOB <br />NO: 22-12488-12485 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />10 <br />