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„ <br />0 <br />N <br />N <br />Fn <br />LO <br />LO <br />LV <br />c <br />v <br />S <br />n <br />0 <br />O <br />J <br />N <br />N <br />tR <br />Q <br />00 <br />E <br />0 <br />_ <br />0 <br />0 <br />0 <br />U <br />MIRROR <br />O <br />0 <br />=ES <br />0 <br />0 <br />LLI <br />KITCHEN ISLAND <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 />(2) 2x HDR. REQ'D @ END OF <br />LANDING FOR STRINGERS <br />TO CONNECT TO <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. <br />9'-0" MAX LANDING LENGTH <br />OWNER'S BATH <br />O <br />CV <br />0 <br />i0 <br />8,_51„ <br />BATH 2 <br />KITCHEN KITCHEN <br />INTERIOR ELEVATIONS <br />SCALE: 1/2"=1'-0" <br />STAIR CALCULATIONS: <br />TOTAL RISE = 10'-0 3/4" <br />(16) RISERS AT 7 9/16" <br />10" TREADS w/ !"NOSING <br />Stairway construction and handrail to conform to the FBC Residential 6th <br />Edition (2017) section R311.7 <br />Riser height: <br />CONT. HANDRAIL The maximum riser height shall be 73/4". The greatest riser height within any <br />flight of stairs shall not exceed the smallest by more than <br />1x RISERS (TYP.) Tread depth. <br />The minimum tread depth shall be 10". The greatest tread depth within any <br />STANDARD (3) 2X12 flight of stairs shall not exceed the smallest by more than %8'. <br />STRINGERS W/ SIMPSO14 <br />A35 CLIP TO FLOOR Nosin s. <br />SYSTEM The radius of the nosing shall be no greater that 9/e'. Solid riser nosings shall <br />2x8 #2 SYP JOISTS @ LANDING <br />@ 16" O.C. w/ SIMPSON A35 <br />not be less than %" but not more than *4'. The greatest nosing projection shall <br />2x8 #2 SYP JOISTS @ LANDING not exceed the smallest by more than Y2". Beveling of nosings shall not exceed <br />@ 16" O.C. w/ SIMPSON 435 CLIP <br />OR LUS26 HANGER EA. SIDE SEE Yz <br />CLIP OR LUS26 HANGER TO <br />Lu I LEDGER <br />Q 2x12 HDR. w/ (3) 2x STUDS AT <br />YwboD @ <br />w EA. END FOR BEARING PL LAND NG <br />U I STANDARD (3) 2X12 <br />o STRINGERS W/ SIMPSON A35 <br />w I CLIP TO HDR. <br />= <br />"e <br />o <br />U <br />PLAN FOR CLG. HT. 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 %"between the wall and the handrails. <br />Grip -size. <br />2x12 HDR. w/ (3) 2x STUDS AT Handrails with a circular cross section shall have an outside diameter of at <br />EA. END FOR BEARING least 1 1/4" and not greater than 2" or provide equivalent graspavility in <br />1x TREADS (TYP.) <br />compliance with Section R311.7.8.3. <br />2x8 LEDGER #2 SYP wl <br />CONT. (3) 16d NAILS TO STUD <br />HANDRAIL @ 16" O.C. <br />/ <br />` 2 <br />_ io <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. bd. <br />THRUST BLOCK SECURED TO <br />SLAB w! 1/4"X3 1!2" TAPCONS <br />@16"O.C. <br />STAIR SECTION <br />SCALE: 1/2"=V-0" <br />(D <br />Z <br />0 <br />C> <br />Z <br />Z <br />Q <br />J <br />d_ <br />U) z <br />c/) CD <br />� w <br />� o <br />O 01 <br />2 <br />`— <br />0 <br />m t` <br />U <br />w <br />~8 <br />a� M <br />c to m <br />0." <br />■ N <br />U'n <br />L.L. W <br />o _ a <br />CO CL o <br />Y <br />Q <br />LO v <br />(M Q O <br />B De*� <br />N <br />in <br />>,CL� O <br />�7 <br />��nsotf � <br />� W CV <br />c: <br />�Z_ <br />To the best of the EngineeF�no le e;ln ormat(g1��� d <br />belief, the structural plans and E0! 4scp�#t91ned <br />I It <br />within these drawings comply with thi rida <br />Building Code - Residential 6th Edition. 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