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it <br />UD <br />0 <br />N <br />N <br />v <br />0 <br />Z. <br />N <br />N <br />00 <br />a <br />0 <br />x <br />00 <br />KITCHEN <br />L SEE PLAN FOR LANDING DEPTH <br />MIN. (3) 2x STUDS REQ'D <br />@ END OF LANDING <br />BELOW HDR. BEAM. <br />STANDARD (3) 2x12 <br />STRINGERS w/ SIMPSON <br />A35/USP MP34 CLIP TO FLOOR <br />SYSTEM OR LANDING FRAMING <br />(2) 2x HDR. REQ'D @ END OF <br />LANDING FOR STRINGERS <br />TO CONNECT TO <br />O <br />80 <br />8'-52" y 3'-0" <br />BATH 2 <br />KITCHEN <br />MIRROR <br />O <br />PLY SHEATHING OVER <br />LANDING ATTACHED PER <br />GENERAL FLOOR <br />CONSTRUCTION NOTES <br />2x8 #2 SYP JOISTS @ LANDING <br />@ 16"O.C. w/ SIMPSON A35/USP <br />MP34 OR LUS26 HANGER ON <br />EA. SIDE <br />2x8 #2 SYP JOISTS @ LANDING <br />MASONRY OR WOOD WALL, <br />SEE PLAN <br />2x8 #2 SYP (P.T. IF MANSONRY <br />WALL) CONT LEDGER w/ (3) 16d Mb� <br />NAILS @ 16" O.C. MAX. TO EA. o <br />STUD. ((2) 1/4"X3 1/2" TITENS @ <br />16" O.C. MAX. FOR MASONRY <br />WALL) <br />- <br />@ 16" O.C. w/ SIMPSON A35 <br />CLIP OR LUS26 HANGER TO <br />LEDGER I U <br />2x12 HDR, w/ (3) 2x STUDS AT Q <br />EA. END FOR BEARING I Q <br />STANDARD (3) 2X12 I J <br />STRINGERS W/ SIMPSON A35 <br />CLIP TO HDR. I w <br />I = <br />OD @ <br />LANDING <br />1 x TREADS (TYP.) <br />2x8 LEDGER #2 SYP w/ <br />F_ <br />° <br />(3) 16d NAILS TO STUD <br />@ 16" O.C. <br />CONT. <br />HANDRAIL <br />in <br />\ <br />GENERAL LANDING FRAMING INFO. <br />SCALE: N.T.S. <br />9'-0" MAX LANDING LENGTH <br />THRUST BLOCK SECURED TO <br />SLAB w/ 1/4"X3 1/2" TAPCONS <br />@ 16" O.C. <br />OWNER'S BATH <br />O <br />M <br />O <br />N <br />4 <br />PRF_FN(,, Pi n(lR .I0IST W/ M <br />0 <br />cn <br />KITCHEN ISLAND <br />INTERIOR ELEVATIONS <br />STAIR CALCUTIONS: <br />TOTAL RISE = 10.-0 3/4" <br />(16) RISERS AT 7 9/16" <br />10" TREADS wl 1" NOSING <br />to conform to <br />Edition (2017) section R311.7 <br />SCALE: 1 /2"=1'-0" <br />Riser height: <br />The maximum riser height shall be 7%". 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 />The radius of the nosing shall be no greater that %s'. Solid riser nosings shall <br />not be less than %" but not more than %". The greatest nosing projection shall <br />not exceed the smallest by more than Y2'• Beveling of nosings shall not exceed <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 shalt 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. <br />TAIR SECTION <br />SCALE: 1/2"=1'-0" <br />C <br />zo <br />z� <br />z <br />0 <br />V) CD <br />4 w <br />� o <br />O 0f <br />9 M <br />cn <br />M <br />o 0 <br />m <br />C) <br />w <br />�ppago <br />o� M M <br />c ca M <br />Ual <br />= U- 00 <br />Y <br />Q 0) <br />LO <br />M Q Ci <br />B D.� <br />N <br />:Jt <br />UH <br />•'e� LU <br />L s€)al <br />_ <br />0, <br />To the best of the .Pwinee , eRPowJedgi information, and <br />belief, the structural,i�ss and spet"rcationg Contained <br />these drawings Florida <br />within cttij�W�y w h tie77 <br />Building Code - Residential 6ti( F�kI6A. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />Z r*J <br />Q c <br />�>-I U0 <br />M <br />QGo'gypLO <br />to a <br />� LL <br />F- a , M <br />a V Q00 <br />Q <br />E <br />z <br />WJ <br />00 <br />d' <br />w� <br />za <br />f <br />F <br />W <br />VZ t Y 16 <br />O <br />ZOWx <br />tr�z <br />J <br />�$o n <br />o�E�.B <br />4Q/ <br />VOW© <br />N <br />r <br />W <br />,Zo <br />` <br />Q <br />f Z <br />L l <br />0 <br />�3 <br />O <br />L <br />LU <br />2 <br />W <br />u <br />= <br />N <br />z <br />f <br />o� <br />~oo <br /><Lu <br />Tc:) <br />x O U <br />u j <br />A <br />�a <br />Z W Z J <br />Q <br />lv~J�X� <br />QQ� <br />Z <br />� <br />Wags <br />J <br />In <br />L <br />a CY <br />r-i <br />LJ.I <br />2:Q <br />Q <br />Z <br />QZ <br />Y i <br />5 <br />WW Z <br />N <br />N <br />*k <br />NZ� <br />Z <br />z <br />0° <br />oo <br />g <br />= <br />.--t <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAM ES <br />VERSION N0. 501 <br />SHEET NO, <br />2.0 <br />