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0 <br />0 <br />CV <br />n <br />LO <br />I <br />00 <br />Q <br />W <br />00 <br />0 <br />co <br />mod' <br />KITCHEN <br />MIRROR <br />IV— <br />0 <br />ih <br />ZZ <br />MASTER BATH <br />FIN. FLR. <br />0 <br />15 <br />1 <br />I I PLYWOOD @ 11 <br />FIN. FLR. @ LANDING LANDING <br />0 2x8 LEDGER #2 SYP (P.T. <br />o IF MAS.) w/ (3) 16d NAILS <br />TO STUD OR (2) 1/4"x3 1/2" 2x12 HDR. w/ (3) 2x <br />TITENS TO MASONRY @ STUDS AT EA. END <br />16" O.C. FOR BEARING — <br />2x8 #2 SYP JOISTS @ <br />STANDARD (3) 2X12 <br />° <br />LANDING @ 16" O.C. w/ <br />STRINGERS W/ <br />SIMPSON A35 CLIP OR <br />SIMPSON A35 CLIP TO <br />LUS26 HANGER EA. SIDE <br />FLOOR SYSTEM <br />2X FRAMED WALL <br />0 <br />M <br />POWDER <br />36" H. CONT. <br />GRASPABLE <br />RAILING <br />OPT. <br />REF. <br />10 \ <br />\ 10" <br />01 N�� <br />8\ <br />7 \ �� <br />6 \ 1 x8 CAP & <br />\ � CASING <br />5 <br />1x TREAD (TYP.) \ <br />4 \ <br />Ix RISERS (TYP.) \ <br />3 \ <br />(3) 2x12 STRINGERS \ <br />2 \ <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 />KITCHEN <br />42" SLOPING <br />HALF WALL <br />0 <br />Fn <br />0 <br />ih <br />19 <br />_T <br />co <br />BATH 2 <br />'OTAL RISE = 10'-0 3/4" <br />16) RISERS AT 7 9/16" <br />0" TREADS w/ 1" NOSING <br />to conform to the FBC Residential 6th <br />Edition (2017) section R311.7 <br />Riser height: <br />The maximum riser height shall be 7Y4". The greatest riser height within any <br />flight of stairs shall not exceed the smallest by more than Y$'. <br />Tread depth. <br />The minimum tread depth shall be 10". The greatest tread depth within any <br />flight of stairs shall not exceed the smallest by more than <br />Nosings. <br />The radius of the nosing shall be no greater that 1 fi'. Solid riser nosings shall <br />not be less than'N" but not more than %". The greatest nosing projection shall <br />not exceed the smallest by more than)/2". Beveling of nosings shall not exceed <br />Y2' <br />Handrails. <br />Handrails shall be provided on at least one side of each continuous run of <br />treads or flight with four or more risers. Handrail height, measured vertically <br />from the sloped plane adjoining the tread nosing, or finish surface of ramp <br />slope, shall be not less than 34" and not more than 38". Handrails adjacent to a <br />wall shall have a space of not less than 1)/2'between the wall and the handrails. <br />Grip -size. <br />Handrails with a circular cross section shall have an outside diameter of at <br />least 1 1/4" and not greater than 2" or provide equivalent graspavility in <br />compliance with Section R311.7.8.3. <br />Guards. <br />Guards shall be located along open -sided walking surfaces, including stairs, <br />ramps and landings, that are located more than 30" and shall be not less than <br />36". Required guards shall not have openings from the walking surface to the <br />required guard height which allow passage of a sphere 4" in diameter. <br />Winders. <br />Winder treads shall have a minimum tread depth of 6" at the narrow end and <br />shall have a minimum tread depth of 10" at the intersections with the walkline <br />(12" from the narrower side). <br />R302.7 Under -Stair Protection. <br />Enclosed accessible space under a stairway shall be protected with''Y2" gyp. bd <br />DW <br />0 <br />, <br />80 <br />KITCHEN ISLAND <br />0 <br />F� <br />MIRROR <br />An It A <br />[F1 <br />1 0 <br />P1 <br />I.J <br />4L <br />7L <br />BATH 3 <br />INTERIOR ELEVATIONS <br />SCALE: 1 /2"=1'-0" <br />STAIR SECTION <br />SCALE: 1 /2"=1'-0" <br />V�20 <br />� <br />Z M <br />— o <br />z�z <br />a <br />E3 <br />U) z1C=1 <br />cn c� <br />W <br />C6 p <br />•V — <br />OLU <br />ro <br />E <br />v I ~ <br />� <br />to <br />co� o0 <br />m N <br />LUN <br />— <br />som <br />cM <br />M <br />N C <br />= 9? <br />O <br />w�O 4 <br />�0 <br />� <br />ao <br />Q 0) <br />W <br />LO <br />MQo <br />A 1 <br />B D® <br />N C B D C <br />N �O <br />v (fl <br />O M p)U) y� ONO <br />_ M <br />/y i � C <br />C> W <br />W V <br />O -0. <br />LL(43 <br />z, tt;//Z��a o <br />eet� <br />W WW.FDaSF,3K3.E <br />�a NS F 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 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 />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />IrA <br />rA <br />wo <br />za <br />fa <br />wa�0 <br />U�oo <br />Z <br />J <br />�y0LuLu <br />� � J <br />a <br />< <br />> � <br />o- N <br />m <br />Q <br />W <br />gZo <br />/1 <br />Q <br />}i 0 <br />f <br />C <br />tIr <br />z <br />O <br />-3 <br />wz <br />o <br />— <br />N <br />i-- <br />J Q <br />� <br />z <br />o00 <br />vow¢ <br />E Q <br />k <br />J <br />zap <br />Lu <br />Z <br />Z <br />N <br />N <br />-o <br />�aRFi <br />J <br />LJJ <br />¢ z <br />rl <br />W <br />U <br />pro <br />Q <br />Z <br /><Qz <br />9,0 <br />z <br />� <br />�, Z S <br />CIDr <br />� <br />00 <br />z <br />LU <br />0 <br />-� Ln <br />z <br />a w <br />SCALE : AS NOTED <br />DATE : 6/20/2018 <br />TECH: MJAM ES <br />VERSION N0. 4ol <br />SHEET NO. <br />2 <br />