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a <br />it <br />9 <br />'Z <br />a <br />00 <br />2 <br />0 <br />x <br />w <br />L 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 />0 <br />MIRROR <br />O <br />0 <br />0 <br />0 <br />ELLI - 4 17, <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 />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 />cM <br />4 <br />N <br />2x8 #2 SYP JOISTS @ LANDING <br />@ 16" O.C. w/ SIMPSON A35 <br />CLIP OR LUS26 HANGER TO <br />U I LEDGER <br />9 Z 2x12 HDR. w/ (3) 2x STUDS AT <br />I EA. END FOR BEARING <br />uJ <br />U I STANDARD (3) 2X12 <br />o 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 />LANDING <br />2x8 LEDGER #2 SYP w/ <br />(3) 16d NAILS TO STUD <br />@ 16" O.C. <br />LO <br />i <br />00 <br />1,41111 8'-54" <br />PRF-FNt, FI Or1R .InIGT W/ 191 <br />KITCHEN <br />INTERIOR ELEVATIONS <br />STAIR CALCUTIONS: <br />TOTAL RISE = 10'-0 3/4" <br />(16) RISERS AT 7 9/16" <br />10" TREADS w/ 1" NOSING <br />to conform to <br />Edition (2017) section R311.7 <br />SCALE: 1 /2"=1'-0" <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 %". <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 V16". 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 />Y" <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''Y2" gyp. <br />STAIR SECTION <br />SCALE: 1/2"=1'-0" <br />,. <br />0 <br />zo <br />—80 <br />z <br />a <br />U) z <br />0 <br />w <br />c6 0 <br />T <br />w <br />O � <br />~ <br />E <br />can <br />ca Uc, <br />m o <br />w <br />th <br />c to ch <br />_ i <br />C) <br />6 Lf.. i70 <br />`R <br />¢ <br />`T Q o <br />All <br />B <br />D. <br />" <br />,N <br />i <br />0411 <br />L-�- DIU <br />tM <br />fR M V' <br />�` �1 .. <br />' d� L <br />E '•N <br />LL 'P S> <br />To the best of the Engineer's knowledge, information, 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 <br />0 <br />>-t(nMO <br />M <br />Q 'gyp Ln <br />0. cn•L�t <br />a ° LL <br />0 U, <br />Q 00 <br />a <br />W <br />Z <br />J� <br />J <br />Z <br />za <br />/� <br />O�U <br />z <br />}jai <br />V � <br />OOW <br />V <br />� <br />W <br />iZ® <br />Nzz <br />, <br />M <br />zo <br />O <br />in 3 <br />OU <br />.a <br />�W <br />= <br />Z <br />�oFoo <br />igg <br />F - <br />U M <br />N <br />0 <br />Q <br />d' <br />aawo <br />Z <br />^ <br />ri <br />Ln <br />..P <br />J <br />W <br />W <br />¢ LL <br />H <br />N <br />¢ <br />Z <br />p <br />Z <br />U <br />Z <br />z <br />m <br />O <br />g <br />z <br />,--+ <br />a <br />U) <br />SCALE : AS NOTED <br />DATE : 3/19/2018 <br />TECH: MJAMES <br />VERSION NO. 5nO <br />SHEET NO. <br />2.0 <br />