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OP <br />80 <br />Im <br />14 <br />E <br />-91 <br />rn <br />U <br />E <br />m <br />KITCHEN <br />MIRROR <br />4 <br />r` <br />0 <br />ih <br />11 <br />MASTER BATH <br />42" SLOPING <br />HALF WALL <br />36" H. CONT. <br />GRASPABLE <br />RAILING <br />1 x8 CAP & <br />CASING � /r <br />5 <br />/ 4 r <br />3 <br />/ 2 <br />10" / 9 <br />/8 <br />/ 6 <br />1x TREAD (TYP.) <br />1x RISERS (TYP.) <br />2x12 STRINGERS <br />1 <br />POWDER <br />16 <br />15 <br />14 <br />13 <br />12 <br />11 <br />' PLYWOOD @ <br />LANDING <br />10 <br />2x12 HDR. w/ (3) 2x <br />STUDS AT EA. END <br />FOR BEARING <br />STANDARD (3) 2X12 <br />STRINGERSWI <br />SIMPSON A35 CLIP TO <br />FLOOR SYSTEM <br />2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 <br />1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. <br />0 <br />M <br />KITCHEN <br />FIN. FLR. <br />FIN. FLR. @ LANDI <br />2x8 LEDGER #2 SYP (P.T. <br />IF MAS.) w/ (3) 16d NAILS <br />TO STUD OR (2) 1/4"x3 1/2" <br />TITENS TO MASONRY @ <br />16" O.C. <br />2x8 #2 SYP JOISTS @ <br />LANDING @ 16" O.C. w/ <br />SIMPSON A35 CLIP OR <br />LUS26 HANGER EA. SIDE (a <br />2X FRAMED WALL <br />0 <br />60 <br />0 <br />0 <br />MIRROR <br />._ ■ <br />'OTAL RISE = 10'-0 3/4" <br />16) RISERS AT 7 9/16" <br />0" TREADS w/ 1" NOSING <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 />Nosings: <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 />0 <br />00 <br />Li 11 7C1. <br />I Ll <br />KITCHEN ISLAND <br />0 <br />co <br />MIRROR <br />BATH 3 <br />INTERIOR ELEVATIONS <br />SCALE: 1 /2"= V-0" <br />STAIR SECTION <br />SCALE: 1 /2"=V-0" <br />� o � <br />0 <br />Zo <br />z�z <br />�C <br />W <br />�o <br />O W <br />F <br />�V <br />r <br />,V U <br />W <br />M <br />mo <br />M <br />=Q! <br />v) <br />f` �p CAM <br />O04 <br />Oo <br />U dd51 <br />LY' LL 00 <br />000 <br />`° <br />Q <br />Lo <br />Q o <br />B I <br />"� <br />: <br />JIPT, <br />N �D <br />Cq <br />t0 h N <br />Z W N, 2 F» Z <br />'W <br />O OLU <br />W IjJ <br />Z p ttt� <br />p <br />LLQ �y <br />"4 s:rV ❑ ❑: <br />�vww F'AS co <br />CrA <br />0 <br />V/i �ROFESS'� <br />����/®�`f/tilllttl��o�*� <br />a <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 61h 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 />W� <br />Z< <br />}zto: <br />w <br />Z <br />Z <br />Q <br />O��o <br />Z <br />0 <br />LU <br />p <br />y3 <br />o <br />C) <br />> <br />W <br />N <br />0 <br />w <br />W <br />Lu <br />V) <br />Zo <br />o <br />M <br />z <br />�P <br />UP2 <br />LLI <br />Z�� <br />Z <br />W <br />N <br />Lli <br />LU <br />�12 <br />C z <br />Z <br />U <br />$ ° <br />Ln <br />N <br />a <br />Z8 <br />Z <br />0 <br />g <br />haw <br />rn <br />(= <br />o <br />SCALE : AS NOTED <br />DATE : 4/5/2019 <br />TECH: JBERCHAL <br />VERSION NO. 42 <br />SHEET NO. <br />2 <br />