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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 />0 <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 />r <br />F <br />O <br />M <br />O <br />N <br />0 <br />ih <br />KITCHEN <br />x-n-, 8'-51„ <br />KITCHEN <br />INTERIOR ELEVATIONS_ <br />SCALE: 1 /2"=1'-0" <br />STAIR CALCLITIONS: <br />TOTAL RISE = 10'-0 3/4' <br />PRE-ENG FLOOR JOIST W/ (2) <br />(16) RISERS AT 7 9/16" <br />10" TREADS w/ 1" NOSING <br />LAYERS OF 314" PLYWOOD <br />Stairway construction and handrail to conform to the FBC 5th Edition (2014) <br />FOR SOLID NAILING <br />Residential section R311.7 <br />Riser height: <br />CONT. HANDRAIL <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 V. <br />T <br />1x RISERS (TYP.) <br />Tread depth. <br />The minimum tread depth shall be 10". The greatest tread depth within any <br />STANDARD (3) 2X12 <br />flight of stairs shall not exceed the smallest by more than <br />STRINGERS W/ SIMPSO14 <br />A35 CLIP TO FLOOR <br />Nosings. <br />SYSTEM <br />The radius of the nosing shall be no greater that 9/s'. Solid riser nosing shall <br />not be less than %" but not more than 1%4'. The greatest nosing projection shall <br />2x8 #2 SYP JOISTS @ LANDING <br />not exceed the smallest by more than %". Beveling of nosings shall not exceed <br />2x8 #2 SYP JOISTS @ LANDING <br />@ 16" O.C. w/ SIMPSON 35 CLIP <br />@ 16" O.C. w/ SIMPSON A35 <br />OR LUS26 HANGER EA. SIDE SEE <br />CLIP OR LUS26 HANGER TO <br />PLAN FOR CLG. HT. <br />Handrails, <br />LEDGER <br />Handrails shall be provided on at least one side of each continuous run of <br />2xl2 HDR. w/ (3) 2x STUDS AT <br />treads or flight with four or more risers. Handrail height, measured vertically <br />EA. END FOR BEARING <br />a' PLYWOOD @ <br />from the sloped plane adjoining the tread nosing, or finish surface of ramp <br />LANDING `, <br />slope, shall be not less than 34" and not more than 38". Handrails adjacent to a <br />STANDARD (3) 2X12 <br />wall shall have a space of not less than 1Y2"between the wall and the handrails. <br />STRINGERS W/ SIMPSON A35 <br />co <br />CLIP TO HDR. <br />Grip -size. <br />00 <br />2x12 HDR. w/ (3) 2x STUDS AT <br />Handrails with a circular cross section shall have an outside diameter of at <br />EA. END FOR BEARING :,,, <br />least 1 114" and not greater than 2" or provide equivalent graspavility in <br />1x TREADS (TYP.) <br />.= <br />compliance with FBC 5th Edition (2014) Residential Section R311.7.8.3. <br />2x8 LEDGER #2 SYP w/ <br />CONT. <br />(3) 16d NAILS TO STUD <br />Guards. <br />HANDRAIL <br />@ 16" O.C. Nb� <br />Guards shall be located along open -sided walking surfaces, including stairs, <br />— — — — <br />ramps and landings, that are located more than 30" and shall be not less than <br />LO <br />36". Required guards shall not have openings from the walking surface to the <br />— — — — <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 />j <br />— — — — <br />7 F <br />(12"from the nan-ower side). <br />THRUST BLOCK SECURED TO <br />R302.7 Under -Stair Protection. <br />SLAB w/ 1/4"X3 1/2" TAPCONS <br />Enclosed accessible space under a stairway shall be protected with''Y2" gyp. bd. <br />@16"O.C. <br />STAIR SECTION <br />SCALE: 1 /2"=1'-0" <br />U <br />Z o <br />Oz� <br />t� z <br />t.n(D <br />4) N <br />(D(Un <br />4--J Lu <br />U — <br />w <br />c <br />ul <br />E <br />o <br />,^ = <br />M <br />v I <br />O <br />m f` <br />U <br />LU <br />�, M <br />C) M M <br />E <br />U <br />� N <br />5- CO <br />f Y <br />LO O OV' <br />Q m <br />Q O <br />RD <br />N C B D C <br />iL7 <br />'}i <br />.w �` .� fOr��•Y <br />V s. <br />OOn <br />Z <br />F <br />W . Il,,, M C,- <br />, • <br />Q_r <br />ac-ra �� <br />Z d. <br />UM WQ N � c.SS7 <br />/1PPP3d:t,' <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 Florida Building <br />Code 5th Edition (2014) Residential. 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