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F <br />0 <br />to <br />Q <br />a <br />00 <br />E <br />a <br />Do <br />4 <br /><+9 <br />MIRROR <br />KITCHEN <br />MASTER BATH <br />FIN, FLR. <br />FIN. FLR. @ LANDING <br />2x8 LEDGER #2 SYP (P.T. <br />o IF MAS.) w/ (3) 16d NAILS <br />TO STUD OR (2) 1/4"x31/2" <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 - <br />2X FRAMED WALL <br />16 <br />--15 <br />14 <br />12 <br />12 <br />- t" PLYWOOD @ 11 <br />LANDING <br />2x12 HDR. w/ (3) 2x <br />STUDS AT EA. END <br />FOR BEARING — <br />STANDARD (3) 2X12 <br />STRINGERS W/ <br />SIMPSON A35 CLIP TO <br />FLOOR SYSTEM <br />50 <br />POWDER <br />36" H. CONT. <br />GRASPABLE <br />RAILING <br />a \ <br />10 \ <br />\ " <br />9 10 <br />8\ <br />7 \ �� <br />6 \ 1 x8 CAP & <br />\ CASING <br />5 <br />1x TREAD (TYP.) \ <br />4 \ <br />1x 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 />4 <br />ao <br />0 <br />i; <br />MIRROR <br />A. wAw <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 <br />Edition (2017) section R311.7 <br />0 <br />Riser height: <br />The maximum riser height shall be 71Y4"• The greatest riser height within any <br />flight of stairs shall not exceed the smallest by more than <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 Vie". Solid riser nosings shall <br />not be less than %" but not more than 1Ya". The greatest nosing projection shall <br />not exceed the smallest by more than Y2". 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 1Y2'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 gyp. b <br />5 <br />it <br />4 <br />50 <br />KITCHEN ISLAND <br />MIRROR <br />I F11 <br />I <br />BATH 3 <br />INTERIOR ELEVATIONS <br />SCALE: 1 /2"= V-0" <br />STAIR SECTION <br />SCALE: 1 /2"= V-0" <br />(D zm <br />z® <br />z <br />a <br />(D a <br />C� z <br />rn <br />+--+ w <br />0 c <br />ru� <br />U <br />w <br />® ~ <br />M <br />m O <br />mm <br />cn <br />04 <br />'I� N <br />Q 8 <br />B D� <br />N C (f_r f. tc <br />N_ �O <br />Z LU z <br />U) <br />, F 1LL� w fi <br />� a <br />� 0{' <br />Q <br />V�i_�96. <br />Z <br />42 *9 Al <br />N <br />V:. `pf '• <br />r•.. 4 ,� <br />OFESSI O <br />� <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residentiel 6th Edition. Engineers 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 />z <br />lit2 <br />LLI <br />^a^ <br />W <br />Z® <br />1..L <br />`- <br />i z <br />4 � <br />Z <br />'v <br />0 <br />� <br />� <br />N <br />cr <br />W <br />� <br />o <br />z <br />M <br />ILP <br />J <br />�0�N <br />{� <br />� <br />Q � WLn <br />Z <br />Z <br />J <br />N <br />V- 4 <br />IJ.I <br />LLJ <br />� <br />Z <br />�S <br />Iln <br />� <br />d- <br />Z <br />Z <br />to <br />W <br />$ <br />O <br />00 <br />.-a <br />g <br />a <br />= <br />cn <br />ui <br />f <br />o <br />SCALE : AS NOTED <br />DATE : 6/20/2018 <br />TECH: MJAMES <br />VERSION NO 4ml <br />SHEET NO. <br />2 <br />