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0 <br />50 <br />0 <br />0 <br />M <br />MIRROR <br />OWNER'S BATH <br />e <br />0� <br />oc <br />KITCHEN ISLAND <br />� SEE PLAN FOR LANDING DEPTH � <br />KITCHEN <br />BATH 2 <br />(D!�G <br />=ca <br />Al <br />) <br />con) Ln <br />o <br />cal 008,0 <br />0 <br />0Zo <br />0 <br />00 LU <br />0 <br />10 <br />'z PLY SHEATHING OVER <br />LANDING ATTACHED PER <br />MIN. (3) 2x STUDS REQ'D GENERAL FLOOR <br />@ END OF LANDING CONSTRUCTION NOTES —J Z / L <br />BELOW HDR. BEAM. <br />= 2x8 #2 SYP JOISTS @ LANDING —J <br />o @ 16"O.C. w/ SIMPSON A35/USP <br />3: MP34 OR LUS26 HANGER ON __J <br />O EA. SIDE / <br />STANDARD (3) 2x12 0 2x842 SYP JOISTS @ LANDING <br />STRINGERS w/ SIMPSON Z MASONRY OR WOOD WALL, @-16" O.C. w/ SIMPSON A35 CLIP <br />A35/USP MP34 CLIP TO FLOOR ir SEE PLAN " PLYWOOD @ OR LUS26 HANGER TO LEDGER. <br />SYSTEM OR LANDING FRAMING o 2x8 #2 SYP (P.T. IF MANSONRY LANDING <br />Z WALL) CONT LEDGER w/ (3) 16d 2x12 HDR, w/ (3) 2x STUDS AT <br />a NAILS @ 16" O.C. MAX. TO EA. Ae Z EA. END FOR BEARING <br />(2) 2x HDR. REQ'D @ END OF STUD. ((2) 1/4"X3 1/2" TITENS @ o STANDARD (3) 2X12 <br />16 O.C. MAX. FOR MASONRY T STRINGERS TOFLOOR SYSTEM <br />GT SO <br />LANDING FOR STRINGERS WALL) ao <br />TO CONNECT TO 2x8 LEDGER #2 SYP w/ <br />(3) 16d NAILS TO STUD 1x RISERS (TYP.) <br />@ 16" O.C. <br />CONT. <br />HANDRAIL <br />GENERAL LANDING FRAMING INFO. <br />SCALE: N.T.S. <br />Y-0" MAX LANDING LENGTH <br />THRUST BLOCK SECURED TO SLAB w/ <br />1/4"X3 1/2" TAPCONS @ 16" O.C. <br />OPT. <br />REF. <br />KITCHEN <br />c <br />O <br />M <br />0 <br />STAIR CALCUTIONS: <br />TOTAL RISE = 10'-0 314" <br />(16) RISERS AT 7 9/16" <br />10- TREADS w/ 1" NOSING <br />to conform to the FBC 5th Edition <br />Residential section R311.7 <br />Riser height: <br />The maximum riser height shall be 7Y". The greatest riser height within any <br />flight of stairs shall not exceed the smallest by more than 31/8". <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 Y8". <br />Nosings. <br />The radius of the nosing shall be no greater that YW. 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 />Lu <br />U <br />treads or flight with four or more risers. Handrail height, measured vertically <br />Z <br />from the sloped plane adjoining the tread nosing, or finish surface of ramp <br />I <br />slope, shall be not less than 34" and not more than 38". Handrails adjacent to a <br />wwall <br />shall have a space of not less than %"between the wall and the handrails. <br />U <br />0 <br />Grip -size. <br />Handrails with a circular cross section shall have an outside diameter of at <br />= <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 />r; <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 />INTERIOR ELEVATIONS <br />SCALE: 1 /2"=1'-0" <br />STAIR SECTION <br />SCALE: 1 /2"=1'-0" <br />Z M <br />0 <br />— o <br />fO <br />Z <br />Z <br />Q <br />J <br />U) Z <br />w <br />�o <br />�w <br />= <br />o <br />�0 <br />