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*-1N <br />T <br />*=1N <br />T <br />CONI . <br />RETURN TO WA <br />SCALE: NTS <br />9 <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 />OC <br />LL LL <br />H C <br />C <br />00 r` <br />VERIFY <br />01 W/ PLAN <br />TYP. ARCH DETAIL <br />SCALE: 1/4" =1'-0" <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 U <br />FRi <br />ALL <br />2X1 <br />'RIN, <br />(1787' <br />SCALE: 1/2' =11-0" <br />it <br />0 <br />STAIR SECTION <br />MIRROR <br />C <br />6 <br />L-em <br />44& <br />BATH 2 <br />OWNER'S BATH <br />KITCHEN <br />KITCHEN <br />KITCHEN <br />L <br />O <br />00 <br />L <br />C <br />0 <br />Fil <br />TLI-1 <br />3 <br />46 <br />BATH 2 OWNERS BATH <br />KITCHEN <br />STAND <br />Y STRIN( <br />CLIP TO <br />0 <br />L <br />0 <br />ih <br />0 <br />N <br />(1666)I <br />SCALE: 1/4" =1'-0" <br />KITCHEN <br />(1787)I <br />SCALE: 1/4" =1'-0" <br />NTERIOR ELEVATIONS <br />cM <br />NOTE: INTERIOR ELEVATIONS WILL BE I <br />FLIPPED FOR THE REVERSE UNITS. <br />1 <br />KITCHEN <br />NTERIOR ELEVATIONS <br />NOTE: INTERIOR ELEVATIONS WILL BE <br />FLIPPED FOR THE REVERSE UNITS. <br />1666)SIAIR SECTION <br />SCALE: 1/2" =1'-0" <br />M <br />N <br />lC=V <br />a <br />Z . a� o <br />Q G COmK <br />N e11 O <br />ar � <br />elf y a� <br />ss 'rr c r- <br />a <br />ca CC <br />N <br />C <br />A p <br />0 <br />w <br />�1119t111111/ <br />,•,� r�t0 W <br />U �0 OF <br />••"' �• <br />F L Off\• <br />4u <br />✓��ri4ROF S'S S 1 O 0,�\\\\� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 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 />to <br />N <br />Lo0 � 1? <br />ar•t`� <br />h <br />G J LL W <br />(' �LLLL a <br />Z Lrn a <br />it <br />W c <br />z c) Z d 1::ILIn <br />(y J <br />do <br />Z <br />W <br />z � r <br />z <br />Z n <br />a <br />4CD <br />. f6 W <br />o <br />jt` <br />'1'�• <br />J <br />Ow <br />V) c �, <br />w <br />SO <br />< <br />C" <br />S <br />z <br />z <br />Ch <br />zi <br />�o <br />�.o <br />ip <br />oLLzQ <br />Z <br />a <br />� <br />gQ <br />yoI a <br />5{O <br />Z <br />E <br />a� <br />Z& <br />Z(N� <br />QJ <br />m <br />4 Z <br />XZQZQ� <br />(IF)J <br /><b <br />Da <br />JU <br />�C <br />o <br />Z <br />S25 <br />.co o <br />Z <br />o g <br />`N <br />>M <br />_ <br />0) <br />0 <br />f--- <br />o <br />o <br />00 <br />c <br />T 0 <br />N <br />(� <br />O <br />ciaoC.10 <br />coo- <br />r-L <br />Q <br />LO <br />F— <br />O <br />0 <br />0 N <br />LO <br />�; <br />CV `D <br />• <br />E <br />C ' O r <br />O IV <br />Z <br />C <br />a <br />w <br />¢ o <br />JOB <br />NO: 22-12484-12481 <br />SCALE : AS NOTED <br />SHEET NO. <br />10 <br />