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V <br />0 <br />N <br />I00 <br />00 <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 />MIRROR <br />O <br />OWNER'S BATH <br />KITCHEN ISLAND <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 />v <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 />a <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 />a <br />O <br />M <br />O <br />N <br />4 <br />M <br />2x8 #2 SYP JOISTS @ LANDING <br />@ 16" O.C. w/ SIMPSON A35 <br />CLIP OR LUS26 HANGER TO <br />LEDGER <br />2x12 HDR. w/ (3) 2x STUDS AT <br />EA. END FOR BEARING <br />STANDARD (3) 2X12 <br />STRINGERS W/ SIMPSON A35 <br />CLIP TO HDR.—\ <br />1x TREADS (TYP.) <br />CONT. <br />HANDRAIL <br />THRUST BLOCK SECURED TO <br />SLAB w/ 1/4"X3 1/2" TAPCONS <br />@ 16" O.C. <br />KITCHEN <br />PLYWOOD @ <br />2x8 LEDGER #2 SYP w/ <br />(3) 16d NAILS TO STUD <br />@ 16" O.C. <br />Y <br />oQ <br />60 <br />z'-n'� 8'-54" <br />BATH 2 <br />KITCHEN <br />INTERIOR ELEVATIONS <br />SCALE: 1 /2"=1'-0" <br />I V I AL HlSt = 1 U"-U NAl" <br />(16) RISERS AT 7 9/16" <br />10" TREADS w/ 1" NOSING <br />Stairway construction and handrail to conform to <br />dition (2017) section R311.7 <br />Riser height: <br />The maximum riser height shall be 7Y4 ". The greatest riser height within any <br />flight of stairs shall not exceed the smallest by more than Y8'. <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 V16". Solid riser nosings shall <br />not be less than %" 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 />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 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 />Hinder treads shall have a minimum tread depth of 6" at the narrow end and <br />ihall have a minimum tread depth of 10" at the intersections with the walkline <br />12" from the narrower side). <br />7 Under -Stair Protection. <br />sed accessible space under a stairway shall be protected with''Y2" gyp. <br />I& W <br />lwmwk <br />SCALE: 1 /2"=1'-0" <br />Ur <br />Z f l <br />Z <br />Q <br />ZLn <br />awag <br />V)0 <br />w <br />ca o <br />'u — <br />0 L1J <br />F- <br />ru ~ <br />M <br />mNefN'R <br />~ <br />�CD <br />LC N <br />` <br />Q <br />�iti <br />Al I RID <br />N•C� <br />k�, <br />erTf <br />RAs ` •s ` <br />}�Lu <br />Q L <br />LL <br />61 F s S 1• <br />To the best of the Engineer's knowle ge, nformat{on, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building 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 />0 <br />z N <br />0 <br />M O <br />M <br />Q� aLn <br />0- to •L �r <br />a U- Ln <br />lly. 0.00 <br />a <br />E� <br />z <br />W <br />J <br />to <br />J <br />u, <br />a <br />FtQ <br />�Ft <br />U) <br />J <br />q <br />g <br />Its <br />LULn <br />V <br />z <br />L <br />o <br />N <br />LU <br />U. <br />Z <br />y, <br />0'1 <br />�05 <br />rA <br />z <br />5 <br />J <br />I <br />LLI <br />Z <br />W <br />� <br />Z <br />Z <br />W� <br />k <br />m <br />V, <br />N <br />oo <br />Z <br />g <br />tu <br />= <br />uJ <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: JMUROSKI <br />VERSION NO- 5el <br />SHEET NO. <br />2.0 <br />