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a <br />FO <br />LO <br />LO <br />N <br />s <br />N <br />p_p <br />0 <br />N <br />M <br />CV <br />KITCHEN <br />I SEE PLAN FOR LANDING DEPTH I <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 />Co <br />N <br />E <br />0 <br />(2) 2x HDR. REQ'D @ END OF <br />LANDING FOR STRINGERS <br />TO CONNECT TO <br />C <br />oc <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 />MASONRY OR WOOD WALL, <br />SEE PLAN <br />2x8 #2 SYP (P.T. IF MANSONRY <br />WALL) CONT LEDGER w/ (3) 16d <br />NAILS @ 16" O.C. MAX. TO EA. <br />STUD. ((2) 1/4"X3 1/2" TITENS @ <br />16" O.C. MAX. FOR MASONRY <br />WALL) <br />GENERAL LANDING FRAMING INFO. <br />SCALE: N.T.S. 9'-0" MAX LANDING LENGTH <br />M <br />.W <br />MO <br />O <br />00 <br />00 <br />BATH 2 <br />MIRROR <br />O <br />OWNER'S BATH <br />O <br />M <br />O <br />CV <br />0 <br />ih <br />KITCHEN <br />PRF-FNG FI 00R .101ST W/ (21 <br />2x8 #2 SYP JOISTS @ LANDING <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 />PLYWOOD @ EA. END FOR BEARING I X <br />LANDING w <br />STANDARD (3) 2X12 I U <br />STRINGERS W/ SIMPSON A35 0 <br />CLIP TO HDR. w <br />1x TREADS (TYP.) .- <br />2x8 LEDGER #2 SYP w/ <br />(3) 16d NAILS TO STUD CONT. <br />@ 16" O.G. HANDRAIL <br />in \ <br />� I <br />THRUST BLOCK SECURED TO <br />SLAB w/ 1/4"X3 1/2" TAPCONS <br />@ 16" O.C. <br />KITCHEN ISLAND <br />INTERIOR ELEVATIONS <br />SCALE: 1 /2"=1'-0" <br />I U I AL KIJt = ]U'-U Jl4" <br />(16) RISERS AT 7 9/16" <br />10" TREADS w/ 1" NOSING <br />Stairway construction and handrail to conform to the FBC Residential 6th <br />Edition (2017) section R311.7 <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 %". <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 W. <br />Nosings. <br />The radius of the nosing shall be no greater that %s'. Solid riser nosings shall <br />not be less than 3/" but not more than 1Y4'. 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 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 '/2" gyp. b <br />STAIR SECTION <br />SCALE: 1/2"=V-0" <br />v r <br />Z M <br />o <br />(D <br />_ <br />z° <br />z� <br />Q <br />J <br />(D <br />U) <br />V r IV ^ 'Z^ <br />4-w <br />�o <br />'U — <br />O Lu <br />E <br />F- <br />ca <br />o <br />m <br />U <br />W <br />~ <br />0� <br />C to M <br />O o N <br />_ <br />Ci <br />PI I <br />sti00 <br />o to <br />Q rn <br />c CL <br />rn ¢ d <br />N v® <br />rn 6 ext, <br />O aN0 <br />MAP <br />a% <br />O'er. -.,�e <br />LL .1= <br />• q <br />To the best of the Ert IneeTit I inf e, m[q�,i , dand <br />belief, the structural plans BdAPalne <br />within these drawings comply with the 2017 Florida <br />Bu ifding Code - Residential 6th Edition. 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 />C) <br />Z fVf� <br />0 Qi h <br />P-4 4-J O <br />M O <br />M <br />ago`) <br />d. <br />� <br />V) <br />Q @ LL <br />CL Ci U CL 00 <br />a <br />E00 <br />Z <br />Lu C:) <br />W <br />J <br />0 <br />d' <br />J <br />Z <br />Z a <br />Q <br />6 Z O p <br />670,0 <br />P0. -V <br />zwLL+O: <br />�o�z <br />U `C N <br />m o <br />N <br />� <br />f— <br />L1J <br />O� <br />r o <br />oC <br />a <br />Z <br />Z <br />� <br />� <br />Ln <br />_0 <br />/�� <br />1.i / <br />w <br />a <br />uw <br />= <br />N <br />z <br />— <br />�f <br />o� <br />U-0o <br />F <br />per: <br />J <br />SYP <br />�X86 <br />o¢oa <br />N <br />Zwp�j <br />wiz¢ <br />Z <br />w��o <br />Z <br />LU <br />Lli <br />LLI <br />wa <br />w <br />a a <br />o <br />J <br />r'{ <br />LIJ <br />Q <br />Q <br />o z U <br />pwU <br />w F <br />c <br />N <br />L <br />¢ LJz <br />Z <br />k <br />Z <br />¢ Z <br />0 <br />0o <br />g <br />= <br />LU <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAMES <br />VERSION NO. <br />5ol <br />SHEET NO. <br />2.0 <br />!i ��.�� ; I i :.�iil l li�➢�I�� a�Bl iY��� ��I'�ii:pilaJlGl ii,l �i� i li 1 I � <br />