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�o <br />00 <br />0 <br />HOOD LJ <br />LJ <br />I <br />REF �I RAIJGOE <br />RTI�km 'A <br />FIN. FLR. <br />KITCHEN <br />0 <br />r` <br />0 <br />00 <br />V. <br />0 <br />Cl)LILLI <br />60 <br />oo <br />OO <br />0 <br />= <br />0 <br />0 <br />iM <br />KITCHEN <br />MIRROR <br />0 <br />r` <br />O <br />CM <br />BATH 3 <br />1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. <br />0 <br />r` <br />O <br />CM <br />'OTAL RISE = 10'-0 3/4" <br />16) RISERS AT 7 9/16" <br />0" TREADS w/ 1" NOSING <br />0 <br />F_ <br />O 0 0 0 <br />DW <br />O <br />M <br />0 <br />i" <br />KITCHEN ISLAND <br />MIRROR <br />MIRROR <br />h <br />0 <br />n <br />\ <br />4 <br />M <br />/ <br />Stairway construction shall conform to the FBC Residential 6th Edition (2017) 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 />Mosings: <br />The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 <br />inch and not more than 11/4 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 nosings 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 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 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 1/2-inch gypsum board. <br />MASTER BATH <br />INTERIOR ELEVATIONS <br />SCALE: 1 /2"=V-0" <br />STAIR SECTION <br />SCALE: 1 /2"=V-0" <br />C9 <br />Z <br />Z <br />Q <br />T z <br />+_J w <br />(o <br />�V — <br />O w <br />V) <br />I— <br />U <br />mo <br />_ <br />Was <br />N M <br />N <br />U <br />LL00 <br />Y_00 <br />C <br />Q O1 <br />CS C� <br />tf) n V <br />Q � <br />e D. <br />NN C <br />N �D <br />.N. <br />N <br />00 <br />Z z Z <br />W�LLo.5 <br />�Q w <br />W VQ��, <br />Z 0,8! � <br />0U) <br />Q <br />LL Z Q <br />W N<`�. <br />O U O <br />li1`ffl:iilo/M�/f/ ❑ ❑ <br />ASE• <br />• _J� <br />- CAP 0. '•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 2017 Florida Building Code - <br />Residential 6th Edition. Engineers 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 />WI <br />za <br />W a <br />ge <br />U) <br />J� <br />J <br />W <br />? <br />0 <br />^<^ <br />I..iV <br />1Cc <br />0 <br />f <br />a <br />`J <br />O <br />O <br />cr <br />w <br />ui <br />U-) <br />M <br />z <br />o <br />r <br />c <br />ZLn <br />N <br />Coe <br />Z <br />W <br />N <br />Ili <br />J <br />ri <br />LI.! <br />Z <br />Z <br />'d <br />Z <br />0° <br />g <br />W <br />rn <br />o <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAM ES <br />VERSION NO. 3ol <br />SHEET NO. <br />2 <br />