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G <br />a <br />L-II I��LJIi-- _- <br />'� ow <br />� 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 />KITCHEN <br />PLY SHEATHING OVER <br />LANDING ATTACHED PER <br />GENERAL FLOOR <br />CONSTRUCTION NOTES <br />2x$ #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. <br />9'-0" MAX LANDING LENGTH <br />BATH 2 <br />PRF-FNG FI C)[)R JOIST W/ (91 <br />I:IIto] WMIW <br />00 <br />MIRROR <br />O <br />IL <br />OWNER'S BATH <br />O <br />CM <br />O <br />N <br />9 <br />C'M <br />KITCHEN ISLAND <br />INTERIOR ELEVATIONS <br />1-11 <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 />a' PLYWOOD @ EA. END FOR BEARING <br />LANDING <br />STANDARD (3) 2X12 I U <br />STRINGERS W/ SIMPSON A35 0 <br />LIP TO HDR. I W <br />1x TREADS (TYP.) f <br />2x8 LEDGER #2 SYP w/ � <br />(3) 16d NAILS TO STUD CONT. <br />@ 16" O.C. HANDRAIL <br />THRUST BLOCK SECURED TO <br />SLAB w/ 1/4"X3 1/2" TAPCONS <br />@ 16" O.C. <br />STAIR CALCUTIONS: <br />TOTAL RISE = 10'-0 314"LO <br />to conform to <br />SCALE: 1 /2"=1'-0" <br />Riser height: <br />The maximum riser height shall be 73/". 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 %s'. Solid riser nosings shall <br />not be less than'/" but not more than 1%4'. The greatest nosing projection shall <br />not exceed the smallest by more than %". 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 1%"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 FBC 5th Edition (2014) Residential 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 />( >2"from the narrowerside). <br />R302.7 Under -Stair Protection. <br />Enclosed accessible space under a stairway shall be protected with %2' gyp. bd <br />STAIR SECTION <br />SCALE: 1 /2"=1'-0" <br />1cn <br />1 o <br />E <br />ff ^^ <br />co <br />� p <br />U a) m <br />L-LI M (4 M <br />I._. O cc 'a M <br />U O O p <br />= Qj t LL N co S p <br />�Qo <br />Q p cXC <br />co CM <br />Ln <br />h Q O <br />N C B D C <br />r <br />N <br />M <br />W_ <br />Zo 171, <br />5, <br />To the best of the Engineer's' nd Iryedge� 1r� ormation, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />Z N <br />O (i) � <br />1-­1 4-Jo <br />�>-,HMO <br />M <br />F­w fl" , M <br />Z < E <br />ry <br />W O � <br />W J� <br />oZ <br />w� <br />za <br />E <br />r~ <br />�EU0 U <br />U <br />Z w0 w W <br />!:zzCo �oWz <br />0 W <br />� w� <br />8o <br />L1J } o <br />M ¢Z <br />z <br />O <br />N o <br />o ? N � <br />J Q <br />Woo <br />N <br />o¢oa <br />Q Cr ~�fo <br />Z N $ado <br />W Lii �woZ <br />W �aLL=) <br />I- wo <br />W � ou <br />Q " a a <br />d' Q z <br />a�Z <br />lo Z (y n <br />V) z <br />W J <br />m � g = az <br />0 1-4-0- ( III <br />n <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. <br />10 <br />SHEET N0. <br />2.0 <br />