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Il 1 1' I' I I' _ 9!, 1' -- ! I111 1 'I 11 1 1 1 Al 11 II 1 1 11 ! _117 t 111 <br />I 1 11 1 - - I <br />v\ <br />i <br />Q <br />Cc <br />N <br />M Lo <br />L0 <br />O <br />f <br />O <br />�C> <br />00 <br />CD <br />O <br />I <br />C'4 <br />x <br />J <br />Q <br />C-4 <br />M <br />M <br />L0 <br />L0 <br />`v <br />C� <br />0 <br />0 <br />J <br />00 <br />0 <br />I <br />r7 <br />N <br />`) <br />:c <br />L0 <br />v <br />En <br />3 <br />CI <br />Q <br />0 <br />a <br />E <br />r—v <br />W <br />0 <br />`v <br />c <br />0 <br />rh <br />0 <br />r` <br />Ln <br />0 <br />0 <br />0 <br />a <br />M <br />0 <br />Lo <br />ai <br />0 <br />d <br />0 <br />W <br />v <br />N <br />SIN <br />SIN <br />r <br />CONT. HANDRAIL <br />RETURN TO_ <br />%/—��WALL DETAIL <br />„ j SCALE: <br />1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. <br />STAIR SECTION <br />SCALE: 1 /2"= V-0" <br />STAIR CALCLITIONS: <br />TOTAL RISE = 10'-0 3/4" <br />(16) RISERS AT 7 9/16" <br />10" TREADS w/ 1" NOSING <br />Stair and Railing General Notes <br />Stairway construction shall conform to the FBC Residential 7th Edition (2020) 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 shall 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 />Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than <br />9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 <br />inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing <br />projection by more than 3/8 inch within a stairway. <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 wall 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 11/4 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 provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, <br />that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches <br />horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, <br />porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the <br />adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have <br />openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in <br />diameter. <br />Under -stair protection: <br />Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and <br />anv soffits protected on the enclosed side with 1/2-inch gvpsum board. <br />3/4" PLYWOOD <br />DECKING <br />bo <br />60 <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />MIRROR <br />, <br />VARIES j <br />, <br />C <br />w <br />O <br />MEDICINE <br />CABINET o0 <br />� O~ O~ <br />d <br />U Q Lt- Q <br />O > (V 7 <br />co M co co <br />80 <br />MIRROR <br />t — <br />0. BATH <br />F* <br />DW <br />O <br />in <br />24" TOWEL BAR <br />ON WALL ABOVE <br />TOILET <br />I <br />TOILET <br />PAPER <br />HOLDER <br />O <br />CV <br />FIN. FLR. <br />KITCHEN ISLAND <br />ao <br />0 <br />F <br />0 <br />M <br />BATH 2 <br />i I <br />O <br />M <br />O <br /><V <br />O <br />M <br />OPT. REF. <br />KITCHEN <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />SHWR. SHWR. DOUBLE <br />CURTAIN HEAD RODS <br />ROD � z <br />SINGLE <br />TOWEL BAR IN a ROD <br />TUB OR SHWR. X <br />TOWEL BAR n a <br />ON BATHROOM WALL <br />SHWR. o o <br />VALVES w o <br />00 = r <br />CDSOAP ^ - <br />O O -J U 00 <br />o DISH LO <br />r <br />0 <br />LO 0 _ <br />O to <br />cY) <br />co O <br />TUB <br />BATHROOMS, SHOWERS AND TUBS <br />CLOSETS / LAUNDRY <br />o0 <br />60 <br />0 <br />F- <br />MIRROR <br />0 <br />r` <br />0 <br />00 <br />iTl <br />o <br />M <br />BATH 3 <br />HOOD <br />LD D <br />r, J <br />.RANGE <br />KITCHEN <br />INTERIOR ELEVATIONS <br />SCALE: 1 /2"= V-0" <br />42" H UPPER <br />CABINETS <br />36" H UPPER <br />CABINETS -- <br />16" FOR LINEN 30" H UPPER <br />12" FOR PANTRY CABINETS <br />OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />O BRACKET 36" H BASE <br />O FINISHED CABINETS - <br />0 COUNTER TOP " <br />30 H BASE <br />00 <br />LL <br />LO 0- <br />CID <br />O 2x <br />r' >- r 'n 00 FRAMING � c, GO <br />1 /2" GYP <br />�? BOARD — <br />FIN. FLR. <br />2x P.T. <br />SHELVING <br />CABINETS - <br />O o 0 <br />1 T <br />CV CV (V <br />FIN. FLR. - <br />ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DIAGRAM. <br />a+rs <br />tV <br />O <br />N <br />C" o <br />ar -a <br />> W <br />Cc V CV <br />'O m YC <br />.. C LL n- <br />N Cc O i <br />.Q +~ Y <br />d <br />�" ✓ <br />d C <br />E L c <br />y o cc <br />(J <br />rs 3 :� <br />f4 W N A <br />C� <br />j <br />g' <br />- a <br />� <br />J•.��'yfileii6tt�,��,p�, <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />N <br />oo <br />Q U <br />V Y 6 c <br />(0 '� N <br />o <br />Ln <br />N Nrr;� <br />o <br />c) v <br />Q J LL u- <br />— o <br />11 <br />Lt uu <br />w o. <br />o Y <br />Z <br />Y <br />Z$ <br />0 �r (D <br />W <br />O <br />O <br />in�Qj <br />Z 0 NZ <br />LL <br />m J <br />a <br />ZN O U <br />v to <br />W <br />❑ ❑ <br />z N cf <br />0 52 <br />z N <br />z o Q <br />� <br />J <br />r � <br />r <br />Ln z <br />v o <br />4-1 <br />U <br />0 LL o <br />I N <br />�N <br />U <br />LL J <br />F- — E <br />il..... <br />= L <br />U )o <br />• <br />N <br />14 <br />rd <br />z <br />O <br />M <br />J <br />o � <br />n tt <br />z <br />tL <br />m <br />zo <br />oo <br />> ry <br />a. <br />Ca O <br />� V <br />oa <br />� <br />_0 <br />e <br />o � <br />�Q <br />U <br />o� <br />< <br />Z <br />Co � <br />L <br />ii z <br />w Q <br />J <br />cn ra <br />ao <br />3a <br />omz <br />mo <br />o <br />ZMc <br />m v <br />J <br />g <br />a w <br />¢ ° <br />z z <br />_Q <br />W <br />T <br /><� <br />az <br />Z <br />N L <br />_ <br />m <br />= <br />o <br />J <br />v, <br />rr i <br />a <br />MJ <br />M <br />V <br />zI¢ <br />� <br />U <br />> <br />J <br />rn <br />.-�LOW <br />:3O o <br />0 <br />O <br />m <br />LO <br />O <br />T <br />d••� <br />M <br />Q) <br />I <br />cfl <br />M <br />cc <br />m i <br />Li) <br />Mo <br />t:M <br />Q <br />T <br />E <br />Z <br />1'� <br />Z <br />E r rn <br />E <br />m <br />c <br />C5 <br />a <br />a <br />U ¢ o <br />c <br />JOB NO: 23-06138 <br />SCALE : AS NOTED <br />SHEET NO. <br />2 <br />