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1/2" TAPCONS @ 16"o.C. AND 3" FROM EA. END. <br />STAIR CALCUTIONS: <br />TOTAL RISE - 10'-0 314" <br />(16) RISERS AT 7 9/16" <br />10" TREADS w/ 1" NOSING <br />�Ky <br />CONT. HANDRAIL <br />RETURN TO <br />WALL DETAIL. <br />(:A) SCALE: NTS <br />3/4" PLYWOOD <br />DECKING <br />to <br />T <br />-o5o <br />STAIR SECTION <br />Stair and Rallinal 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 walkiine. Winder treads shall have a tread <br />depth of not less than 8 inches at any point within the Gear 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 Y2 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 318 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 38 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 Drotected on the enclosed side with 1/24nch ovDsum board. <br />SCALE: 1 /2"= V-0" <br />00 <br />0 <br />iM <br />'Loll <br />0. BATH <br />00 <br />60 <br />KITCHEN ISLAND <br />60 <br />4 <br />F <br />0 <br />M <br />BATH 2 <br />0. BATH <br />00 <br />60 <br />KITCHEN ISLAND <br />60 <br />4 <br />F <br />0 <br />M <br />BATH 2 <br />[ILI <br />c <br />fV <br />0 0 <br />0 <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 />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />MIRROR DOUBLE <br />SHWR. SHWR. <br />CURTAIN HEAD RODS <br />Id VARIES / ROD <br />24" TOWEL BAR TOWEL BAR IN <br />w ON WALL ABOVE TUB OR SHWR. <br />TOILET TOWEL BAR a <br />/ ON BATHROOM WALL o _ SHWR. o = <br />MEDICINE W <br />CABINET 00 IC VALVES = o <br />TOILET C° SOAP <br />PAPER C° c DISH U <br />HOLDER r <br />o o o "' o - <br />,� z ,� z �r C �t C° <br />O N> co M <br />i _ i _ <br />coM °' N TUB <br />FIN. FLR. U . . _ <br />BATHROOMS, SHOWERS AND TUBS <br />c0 <br />00 <br />c <br />fV <br />4 <br />r` <br />MIRROR <br />450 <br />LJ <br />BATH 3 <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 />SINGLE OVERHANGS THAT <br />ROD EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />BRACKET 36" H BASE <br />O FINISHED CABINETS - <br />o COUNTER TOP 30" H BASE <br />CLOSETS / LAUNDRY <br />M <br />FIN. FLR. T <br />SHELVING <br />00 <br />' <br />LO <br />a <br />0 <br />2x <br />00 <br />FRAMING <br />CO <br />1 /2" GYP <br />BOARD - <br />CABINETS - <br />1'-2" <br />rbN I O <br />T ' <br />r ('7 <br />R <br />ISLAND COUNTER <br />SCALE: 1 /2"= V-0" <br />O <br />N <br />N <br />FIN. FLR. <br />CABINET BLOCKING <br />BLOCKING AND MOUNTING DIAGRAM <br />SCALE: 1 /2"=V-0" <br />ems-+ <br />N <br />N c <br />0 <br />C- 'o <br />Ulf <br />7 W <br />O i C= <br />cm. c <br />-Ccom>K <br />f0 <br />N G'V t <br />Q GO <br />C <br />. <br />f_, R <br />!Q- W <br />10 <br />} � ,'dam <br />�o <br />0 <br />e,�,��`•,11Z14ijPljt/////v,� <br />,t <br />w <br />• � L <br />O F E S S `✓ ,tl��. <br />0� <br />/''11jjr4�4 <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bang <br />Engineers signature and seal. <br />� <br />F E <br />g <br />o$ � <br />�Co <br />�MOV <br />ai qk LL <br />LL u. a <br />W <br />Z <br />Z <br />W � °, m W <br />Z in Z d <br />LL aN G <br />O <br />cap 0 y <br />Z <br />NJ ❑ ❑ <br />Z <br />J <br />tL <br />U) <br />15 <br />V) z -B <br />�f6 <br />N <br />• Q <br />J <br />� <br />0 W <br />QC-44 <br />� <br />o <br />ao <br />go <br />o <br />go <br />a <br />� <br />E: U <br />rz a. <br />oa <br />w¢ <br />Z-0� <br />O E <br />fu <br />az <br />P3 t <br />ry <br />Cl)C <br />C <br />NO <br />o <br />YZ <br />Z <br />thi J <br />a ^ <br />ow <br />o <br />z <br />�8 <br />W <br />O <br />OO <br />`�`� <br />zla <br />r <br />3 <br />J <br />�C)", <br />In <br />M <br />�-. <br />Fes— <br />IL <br />t0 CM <br />J <br />r <br />M <br />Y_ <br />Cr <br />O <br />m <br />m <br />V) <br />Q <br />0 <br />04 <br />N <br />O± <br />04 <br />M <br />T <br />co <br />Q Cn <br />T' . <br />E <br />is <br />c, <br />: N <br />Z <br />z <br />c <br />E T— <br />ai <br />c <br />a <br />U 0 Q p <br />JOB <br />NO : 22-06467 <br />SCALE : AS NOTED <br />SHEET NO. <br />2.0 <br />