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9 <br />3 <br />E5 <br />a <br />co <br />M <br />r•7 <br />UrIj <br />U-j <br />t� <br />J <br />2 <br />O <br />Q <br />co <br />N <br />LO <br />LP <br />f� <br />QS <br />Q <br />1/2" ;AP ON @ 16"o.c. AND 3" FROM EA. END. <br />STAIR CALCLITIONS: <br />TOTAL RISE = 10'-0 3/4" <br />(16) RISERS AT 7 9/16" <br />10" TREADS w/ 1" NOSING <br />E <br />T <br />T� <br />CONT. HANDRAIL <br />RETURN TO <br />i�WALL DETAIL <br />'SCALE: NTS a <br />3/4" PLYWOOD <br />DECKING <br />STAIR SECTION. <br />SCALE ,,z._,.a. <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 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 Y% 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 gypsum board. <br />a0 <br />00 <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />MIRROR <br />VARIES / <br />I I <br />W <br />Cr <br />>% <br />/ <br />MEDICINE o <br />CABINET 00 <br />d <br />LL Q LL ; <br />O N <br />M `N M M <br />0 <br />MIRROR <br />V <br />h <br />M <br />0 <br />- <br />- <br />— — <br />LL_ �L_ <br />— — <br />— — <br />— <br />= <br />24" TOWEL BAR <br />ON WALL ABOVE <br />TOILET <br />I <br />TOILET <br />PAPER <br />I HOLDER <br />` 1 "A <br />FIN. FLR. <br />r� <br />0. BATH <br />60 <br />KITCHEN ISLAND <br />00 <br />0 <br />F, <br />q <br />M <br />BATH 2 <br />Li <br />9 <br />M <br />1 <br />4 <br />iV <br />M <br />0 <br />LJOPT. REF. <br />KITCHEN <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />TOWEL BAR <br />ON BATHROOM WALL <br />SHWR. SHWR. <br />CURTAIN HEAD <br />ROD r>~— <br />TOWEL BAR IN <br />TUB OR SHWR. <br />SHWR. <br />VALVES O— <br />SOAP <br />DISH <br />0 <br />Lr) <br />F <br />TUB <br />BATHROOMS, SHOWERS AND TUBS <br />DOUBLE <br />RODS <br />g <br />11 <br />w <br />a. <br />0 <br />00 <br />= <br />o <br />r <br />co <br />d <br />J <br />o0 <br />U <br />Cn <br />O <br />M <br />SINGLE <br />ROD <br />CLOSETS / LAUNDRY <br />co <br />co <br />O <br />CV <br />0 <br />MIRROR <br />co <br />E <br />IJLL�� <br />Fr3 <br />BATH 3 <br />KITCHEN <br />INTERIOR ELEVATIONS <br />SCALE: 1,2=,.0" <br />42" H UPPER <br />CABINETS <br />36" H UPPER <br />CABINETS <br />16" FOR LINEN 30" H UPPER <br />CABINETS <br />12" FOR PANTRY <br />OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />o BRACKET 36" H BASE <br />o FINISHED <br />COUNTER TOP CABINETS - <br />30 H BASE <br />O <br />00 <br />I.L- <br />0 <br />(1 2x <br />r } U) 00 FRAMING <br />CO <br />1 /2" GYP <br />C_'? BOARD — <br />T <br />FIN. FLR. . <br />SHELVING <br />CABINETS <br />8 4 O O <br />V- ch �' <br />04 N CV <br />FIN. FLR. <br />101 <br />ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DIAGRAM <br />SCALE: 1 /2"= V-0" <br />s� <br />CV <br />0 <br />a -n <br />0 <br />N C Ll (Z <br />c0 O ti. <br />4N G <br />O 2 <br />2 N <br />�. W le <br />CL d <br />a, w <br />to � <br />L <br />67 N C <br />c.� ar <br />� c a <br />9 Cr •� T <br />C E <br />O O <br />G. u <br />i <br />i <br />tit11/�jlIfxz <br />/' <br />- <br />•-• <br />Vq <br />r <br />W <br />.`ate <br />OF>rSSO� �\\\ <br />r <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 signature and seal. <br />W <br />8 <br />t� W <br />00 ENO * LL <br />Q C -� 2 V, a. <br />LL SSS p. <br />I� J — Lu <br />Z fe C <br />M�t0 vs <br />W <br />Lco <br />Z 04 M Z d �' <br />LL <br />N OU U <br />Z U <br />W ❑❑ <br />Z � <br />J <br />13 <br />Z <br />CZ <br />�� <br />N <br />W <br />� a <br />V <br />0Q) <br />V) c <br />�N � •s <br />w� <br />L <br />M <br />04 <br />C7 <br />r-- <br />w <br />o <br />B E <br />i=_ <br />F <br />RU <br />7, <br />Z <br />O <br />° <br />a� <br />aZ <br />0 <br />�� <br />- C <br />=8 <br />zz <br />>Z <br />Z <br />J <br />< O <br />z <br />cn <br />rn <br />owo <br />U <br />W�w <br />Lj <br />�o <br />=k <br />o <br />Llo <br />m <br />V' <br />o <br />a <br />o� <br />col 3 <br />�O <br />0 <br />= <br />12 <br />>� <br />J <br />LO <br />LO <br />^ <br />C9 <br />^, <br />M <br />:3 N <br />M <br />CV <br />J <br />YCr <br />.-- <br />Y <br />N <br />m <br />Co <br />LO <br />Q <br />Q <br />N <br />N <br />� <br />64 <br />T <br />^ <br />Li <br />CM <br />Q <br />/ <br />4) <br />m <br />Z, <br />r H <br />c <br />z <br />ZC <br />CY) <br />M <br />G <br />C�a. ar <br />U a <br />� <br />JOB <br />NO : 22-08313 <br />SCALE : AS NOTED <br />SHEET NO. <br />2.0 <br />