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`1- <br />in, -J <br />CONT. HANDRAIL <br />RETURN TO <br />WALL DETAIL. <br />A SCALE: N a <br />3/4" PLYWOOD <br />DECKING <br />1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. <br />STAIR SECTION_ <br />SCALE: 1 /2"=V-0" <br />STAIR CALCUTIONS: <br />TOTAL RISE = 10'-0 3W <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 />any soffits protected on the enclosed side with 1/2-inch gypsum board. <br />o0 <br />60 <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />MIRROR <br />VARIES / <br />fn <br />w <br />4 <br />> / <br />MEDICINE <br />CABINET o0 <br />� O~ O~ <br />d <br />O > CV > <br />M 04 M cocM <br />0 <br />MIRROR <br />IL <br />24" TOWEL BAR <br />ON WALL ABOVE <br />TOILET <br />I <br />TOILET <br />PAPER <br />HOLDER <br />�IL-4 <br />— <br />CV <br />FIN. FLR. <br />0 ( o <br />DW <br />M <br />KITCHEN ISLAND <br />0 <br />BATH 2 <br />O <br />Cl) <br />LJ A, <br />O <br /><V <br />80 <br />00 <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 -o <br />Z SINGLE <br />TOWEL BAR IN ROD <br />TUB OR SHWR. <br />TOWEL BAR _ a <br />ON BATHROOM WALL <br />SHWR. o <br />VALVES w o <br />00 2 1 <br />C° SOAP <br />00 <br />o DISH U 1 <br />I lid <br />in <br />0 0 _ <br />o d. 00 <br />_1 M <br />M 0 <br />TUB <br />BATHROOMS, SHOWERS AND TUBS <br />CLOSETS / LAUNDRY <br />00 <br />0o <br />0 <br />n <br />MIRROR <br />j <br />60 <br />i <br />LJ <br />r3 <br />BATH 3 <br />O <br />0 <br />iv <br />HOOD <br />0 <br />Ch <br />RANGE <br />ID <br />1[�x <br />" <br />KITCHEN <br />INTERIOR ELEVATIONS <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 />BRACKET <br />0 36" H BASE <br />FINISHED CABINETS- <br />0 COUNTER TOP <br />30 H BASE <br />O <br />00 <br />CO 0 2x <br />00 FRAMING <br />`— cO CO <br />1 /2" GYP <br />BOARD - <br />T <br />FIN. FLR. <br />2x P.T. <br />SHELVING <br />CABINETS <br />�=IN <br />O � <br />1 M <br />CV <br />ISLAND COUNTER <br />SCALE: 1 /2"= V-0" <br />CD <br />0 60 <br />00 <br />CD <br />_1 <br />(O <br />T <br />CV N <br />FIN. FLR. <br />CABINET BLOCKING <br />BLOCKING AND MOUNTING DIAGRAM <br />SCALE: 1 /2"=V-0" <br />en <br />CNJ <br />e� <br />CM <br />d� <br />LU <br />ilk <br />> LU <br />©m <br />c Lvv <br />—.am yc <br />es c+ <br />'N 'CS fV .Cc <br />N O Cc <br />> = <br />CD <br />a.. m <br />Ta a, m.a <br />;^ � c <br />°> <br />ev a+ <br />N g' <br />CD <br />C E 1 S� l l0// <br />�a,,��yt41111 <br />wtv <br />� <br />An <br />C <br />1. <br />, <br />a� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />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 <br />engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />H <br />W <br />Q <br />�E <br />o <br />G <br />N <br />a�00 N aro <br />N <br />n <br />N n 6 <br />N <br />Q <br />�r�iov � LL <br />C LL <br />LL W <br />JLL U.-, 0 <br />Z <br />13 <br />- O <br />ro <br />r w_ <br />f� <br />$ N O <br />� '� co <br />o <br />ogre <br />W <br />T. <br />inLLW <br />L0 m Z Q <br />Z <br />N O U <br />W <br />El El <br />M � <br />z N M <br />O � <br />z <br />N <br />z � � <br />� <br />J <br />CL <br />V) <br />N <br />M <br />z <br />o <br />L.Li �2 <br />0 <br />N <br />L1J o <br />� w <br />�N <br />LJ.J <br />J <br />I <br />irr'ry• <br />L V <br />= r N <br />CV O> <br />0 <br />W <br />CID <br />cl' <br />J <br />? <br />� Sz <br />Z <br />Z <br />� <br />U- <br />d O <br />zo <br />g0 <br />zo <br />QN <br />E U <br />oa <br />CU <br />F- r0 <br />O <br />CDC C <br />o <br />�< <br />00 <br />� U <br />U� <br />Zwp <br />Ww <br />1- <br />m <br />CID C <br />¢ o <br />a <br />W 2i <br />m <br />o 0 <br />Zon <br />J <br />As <br />a <br />aw <br />z <br />o� <br />�o <br />T <br />z <br />N W <br />W <br />m <br />1Z <br />3 <br />o <br />w <br />L F <br />> 0 <br />IIIIIIIIIIII� <br />M <br />N. <br />a? <br />U <br />U <br />c <br />ar <br />> d' <br />LOLO <br />m <br />_ <br />Q <br />M <br />M <br />0 <br />J <br />r <br />U) m <br />� <br />N <br />m <br />LO <br />r <br />O <br />>✓ <br />co <br />I <br />C) <br />co <br />C7 N <br />M <br />M <br />r <br />LO <br />M <br />Q <br />LO <br />r <br />E <br />c co <br />( Y T <br />O <br />z <br />N <br />z <br />E <br />N <br />CU <br />C <br />d <br />U � <br />Q Co <br />C <br />JOB <br />NO: <br />23-00523 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2 <br />1 t -T r T i C. _ m <br />