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0 <br />r` <br />A. <br />BATH 2 <br />COO <br />0 <br />FIN. FLR. <br />KITCHEN <br />0 <br />r; <br />0 <br />ib <br />O <br />M <br />Lfl <br />0 <br />1 <br />M <br />M <br />T <br />00 <br />60 <br />0 <br />i <br />ih <br />KITCHEN <br />MIRROR <br />0 <br />r` <br />0 <br />ih <br />BATH 3 <br />GAT TTG VIf-.1.1 II IIIVVI ULV Vf\YYI`G�- 1/Y AJ <br />1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. <br />0 <br />t; <br />BATH 4 <br />'OTAL RISE = 10'-0 31411 <br />16) RISERS AT 7 9/16" <br />0" TREADS w/ 1" NOSING <br />12 <br />and R302.7. <br />M'. <br />0 <br />r` <br />0 <br />ib <br />DW <br />KITCHEN ISLAND <br />MIRROR MIRROR <br />0 <br />0 � / = <br />o <br />(2017) sections R311.7, R312 <br />Riser height: <br />The riser height shall be not more than 7-3/4 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 />The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 314 <br />inch and not more than 1-1/4 inches shall be provided on stairways with solid risers. The greatest nosing <br />projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including <br />the nosing at the level of floors and landings. Beveling of nosing$ shall not exceed 1/2 inch. <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 1-1/2 inches between the wall and the <br />handrails. <br />Handrails with a circular cross section shall have an outside diameter of not less than 1-1/4 inches and not <br />greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. <br />Guards: <br />Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located <br />more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to <br />the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies <br />or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface <br />or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking <br />surface to the required guard height that allow passage of a sphere 4 inches in diameter. <br />Under -stair protection: <br />Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the <br />enclosed side with 112-inch gypsum board. <br />MASTER BATH <br />INTERIOR ELEVATIONS <br />SCALE: 1/2"=1 r-Orr <br />STAIR SECTION <br />SCALE: 1 /2"=1 r-Orr <br />V T <br />z MO <br />01 <br />z � <br />z <br />Q <br />d. <br />II� � <br />tt ^^ <br />0 <br />(vj )I <br />(1 Cn <br />W <br />�U — <br />OW <br />U <br />o 0 <br />CO N <br />W <br />pp <br />^ U <br />N M <br />m C0 <br />N a co <br />-� <br />U to <br />0 p N <br />� o <br />o <br />Q <br />U) a. o <br />rn <br />v fl.v <br />rn Q d <br />Al <br />D® <br />N C B D C <br />�vB <br />N �D <br />0 U.w) <br />N <br />LU�� Z z <br />i' O .O w R" <br />W V'�LLo <br />L <br />v(15 <br />m o � W <br />Z E rn w <br />� 2 � <br />LLffZ <br />UJ Q v N. A <br />gd1W <br />.;6,5�' <br />..Co <br />SE % co <br />6'' <br />Y E L0 .. <br />0FES'SNG� <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 2017 Florida Building Code - <br />Residential 6th 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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />z <br />L <br />zQ <br />r <br />WaceM <br />rz00 <br />Z ui Ce <br />/ \ <br />-4J4```1�1I,1I�o <br />V m N <br />I <br />t <br />FLo <br />Q <br />W <br />0 <br />Zo <br />�z <br />0 <br />a <br />`J <br />0 <br />4 <br />T� <br />w <br />Z <br />0 <br />j <br />_ <br />JQ <br />J W <br />�n <br />M <br />M�� <br />z <br />8 0 Z <br />o <br />doLu <br />N <br />Z<Q� <br />Q <br />Ln <br />00��� <br />Z <br />Z <br />CV <br />u o2o <br />C),0,tj <br />W <br />L0 <br />l <br />2:Q <br />Z <br />- - :5 <br />FYqJ <br />g�8Ln <br />4:k <br />� <br />Lr) <br />Z <br />96 8 <br />W <br />�n <br />06 <br />g <br />_LU <br />J Z <br />SCALE : AS NOTED <br />DATE : 7/30/2018 <br />TECH: MJAM ES <br />VERSION N0. 10 <br />SHEET NO. <br />2 <br />