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II 1 P !I 1 1! ,11 1 Ieu 11 111 115 '. I 1 11 11 1_I_I I I I ! I <br />I I I I 1 H 11 1 1 II <br />1' <br />�=1N <br />T <br />SIN <br />T <br />CONI <br />RETURN TO WA <br />SCALE: NTS <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 />DETAIL <br />VERIFY <br />0I 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" =1'4' <br />1.1 W., <br />: FRi <br />ALL <br />2X1 <br />RINI <br />IL DETAIL <br />(1787' <br />SCALE: 1/2" =1'-0" <br />'i 0 <br />STAIR SECTION <br />9 <br />00 <br />win <br />0 <br />1 <br />M <br />MIRROR <br />4 <br />00 <br />Ak <br />BATH 2 OWNER'S BATH KITCHEN KITCHEN KITCHEN <br />(1666) INTERIOR ELEVATIONS <br />SCALE: 1/4" =1'-0° NOTE: INTERIOR ELEVATIONS WILL BE <br />FLIPPED FOR THE REVERSE UNITS. <br />11 <br />0 <br />BATH 2 OWNER'S BATH <br />KITCHEN <br />STANC <br />q STRIN( <br />T CLIP Tl <br />KITCHEN <br />(1787)I <br />SCALE: 1/4" =V-0" <br />0 <br />ie) <br />KITCHEN <br />NTERIOR ELEVATIONS <br />NOTE: INTERIOR ELEVATIONS WILL BE <br />FLIPPED FOR THE REVERSE UNITS. <br />1666)S1AIR SECTION <br />SCALE: 1/2" =1'-0" <br />rj <br />N <br />CO <br />N <br />o <br />� W <br />CD <br />d n p <br />C M V M <br />C I a C,. <br />N M <br />N T7 N L <br />Q y O <br />� d Y <br />CD <br />'3: E o <br />.a <br />4, <br />a <br />Ln G1 <br />� E <br />m <br />o <br />d U <br />O <br />,N'LJllltlifl1f1 <br />_J .r, � <br />. fir\✓ ((� � <br />.+ <br />ell <br />rJ <br />5��`Cft <br />To the best of the Engineer's knowledge, InGrmallon and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />F�,,.. F <br />a <br />E <br />O N 8 <br />0) <br />C m <br />0 <br />ik <br />cif <br />LL <br />M <br />v <br />J LL L. W <br />J LL d <br />( <br />(3 <br />N:Z :zt Z <br />Lu <br />CL <br />L m <br />?` <br />���� 0. <br />ILW <br />ZO <br />U �d o) <br />0 <br />Z N <br />v I <br />Z 'gyp <br />W <br />O <br />�, <br />N <br />rY <br />w E <br />8� <br />U - <br />._ <br />c <br />Q <br />m <br />N m <br />Cw <br />Cl) <br />i <br />o s <br />Z <br />a <br />Lo <br />a <br />fo <br />oLLz® <br />>� <br />an <br />a <br />E U <br />z <br />oa <br />IT n7 <br />_ <br />s. <br />g 'a- <br />j0 <br />o <br />¢ a <br />Z <br />N <br />~ <br />D <br />� p <br />�W <br />d <br />B <br />� c <br />g <br />m 0 <br />z" <br />Z <br />8 <br />° <br />o <br />co <br />d= <br />� <br />is <br />°� <br />0 <br />CV <br />> M <br />2 <br />rn <br />m <br />Q <br />O <br />J <br />LO <br />0 <br />p <br />O^ <br />C <br />0 <br />Q <br />1 <br />O <br />co <br />Y <br />o <br />O <br />C410 <br />00 <br />Q <br />tZ <br />Q <br />O CD <br />NZD <br />O <br />M <br />Q O <br />�_ N <br />I� <br />ai <br />E <br />c <br />I\ N <br />T <br />o <br />Z <br />m <br />Z <br />E O <br />w <br />c <br />FL <br />U .� <br />ai <br />Q p <br />� <br />JOB <br />NO: 22-12492-12489 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />10 <br />