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3 <br />a <br />S <br />J <br />M <br />m <br />LO <br />O <br />M <br />p <br />v <br />d <br />fn <br />O <br />Nto <br />co <br />0 <br />J <br />a <br />as <br />00 <br />M <br />7 <br />0 <br />N <br />0 <br />✓:o <br />O <br />J <br />Lo <br />cr <br />I <br />M <br />0 <br />c <br />M <br />F�- <br />N <br />0 <br />i <br />a <br />0 <br />i <br />0 <br />0 <br />a> <br />N <br />N <br />w <br />0 <br />�s <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />MIRROR <br />VARIES <br />24" TOWEL BAR <br />w ON WALL ABOVE <br />TOILET <br />7 — <br />MEDICINE � I <br />CABINET 00 <br />TOILET <br />PAPER <br />I HOLDER <br />CO � CV > O <br />M N co M CV <br />.FIN. FLR. <br />91 <br />BATH 3 <br />DW <br />KITCHEN ISLAND <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />oo 00 <br />d -1 <br />LID <br />LO <br />C? C? <br />F <br />KITCHEN <br />SHWR. SHWR. DOUBLE <br />CURTAIN HEAD RODS <br />ROD � <br />Z SINGLE <br />TOWEL BAR IN a ROD <br />TUB OR SHWR. � ` <br />TOWEL BAR �-=�= � a <br />ON BATHROOM WALL <br />' <br />SHWR. <br />VALVES w 0 <br />� SOAP r <br />� 0 DISH � U <br />0 <br />M o <br />TUB <br />BATHROOMS, SHOWERS AND TUBS <br />CLOSETS/LAUNDRY <br />I <br />�i <br />�r <br />--t <br />L� <br />� r . <br />MIRROR <br />o _ <br />Mt IFFL1,1, 111 V <br />16" FOR LINEN <br />II-- 12" FOR PANTRY <br />O <br />O <br />0 <br />00 <br />u_ <br />ifl In a- <br />o <br />o0 <br />co <O <br />T <br />r`v�r�Tu�ra <br />BLOCKING AND MOUNTING DETAILS <br />SCALE: 3/8"=1'-0" <br />BATH 2 ao <br />SIN <br />T <br />CONT. HANDRAIL <br />RETURN TO <br />WALL DETAIL <br />SCALE: 1 /2"=1'-0" <br />42" H UPPER <br />CABINETS ---� <br />36" H UPPER <br />CABINETS- <br />30" HUPPER <br />CABINETS OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />BRACKET 36" H BASE <br />FINISHED CABINETS - <br />COUNTER TOP � 30" H BASE <br />CABINETS <br />1'-2" <br />2x <br />FRAMING bN 0 <br />r- <br />cc <br />LJ <br />co <br />ZJ <br />1 /2" GYP <br />BOARD <br />r00 <br />t <br />co 0 <br />a <br />.Q) V) cl: <br />2 <br />8UJ <br />LO <br />r <br />CN <br />KITCHEN <br />o <br />°° <br />0 <br />N <br />CV <br />ISLAND COUNTER CABINET BLOCKING <br />TUB/SHOWER <br />FINISH PER <br />FLOOR PLAN <br />I I"IKUJ I tiLVl,.t� JtI.UKtU I V <br />SLAB w/ 1/4"X3 1/2" TAPCONS <br />@ 16" O.C. <br />OWNER'S BATH <br />INTERIOR ELEVATIONS <br />SCALE: 1 /2"=1'-0" <br />STAIR CALCUTIONS: <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 shad 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 '/2 inch. A nosing projection not less than 3!4 inch and not more than 11J4 <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, shad 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 />STAIR SECTION <br />SCALE: 1 /2"=1'-0" <br />Q�N <br />M <br />N <br />O <br />_ N <br />l <br />;. A <br />yyL <br />To the best of the Engineefs knowledge, information 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. Engineefs signature and seal is only for <br />the structural engineering po <br />