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4 <br />00 <br />KITCHEN <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 />C <br />ac <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" Q.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 />BATH 2 <br />KITCHEN <br />MIRROR <br />O <br />0 <br />Oo <br />0 <br />0 <br />OWNER'S BATH <br />O <br />M <br />O <br />CV <br />I <br />PRE-ENG FLOOR JOIST W/ (2) <br />LAYERS OF 3/4" PLYWOOD <br />FOR SOLID NAILING <br />KITCHEN ISLAND <br />CONT. HANDRAIL <br />1x RISERS (TYP.) <br />STANDARD (3) 2X12 <br />TRINGERS W/ SIMPSON <br />A35 CLIP TO FLOOR <br />SYSTEM <br />2x8 #2SYP JOISTS @ LANDING — <br />2x8 #2 SYP JOISTS @ LANDING I <br />@ 16" O. I.. w/ SIMPSON A35 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 />LEDGER <br />U <br />I <br />2x12 HDR. w/ (3) 2x STUDS AT Q <br />@ <br />OOD EA. END FOR BEARING Q <br />T'PLYW"b`" <br />LAN IN w <br />b <br />STANDARD (3) 2X12 I U <br />STRINGERS W/ SIMPSON A35 <br />00 <br />CLIP TO HDR. w <br />= <br />2x12 HDR. w/ (3) 2x STUDS AT <br />EA. END FOR BEARING <br />1 x TREADS (TYP.) 7 <br />.- <br />2x8 LEDGER #2 SYP w/— <br />(3) 16d NAILS TO STUD CONT.— <br />��° <br />@ 16" O.C. HANDRAIL <br />— — — — — <br />in <br />I <br />L <br />__� <br />::!: : I E <br />THRUST BLOCK SECURED TO <br />SLAB w/ 1/4"X3 1/2" TAPCONS <br />@ 16" O.C. <br />INTERIOR ELEVATIONS <br />SCALE: 1 /2"=1'-0" <br />STAIR CALCLITIONS: <br />TOTAL RISE = 10'-0 3/4" <br />(16) RISERS AT 7 9/16" <br />10" TREADS w/ 1" NOSING <br />Stairway construction and handrail to conform to the FBC Residential 6th <br />Edition (2017) section R311.7 <br />Riser height: <br />The maximum riser height shall be 7%". The greatest riser height within any <br />flight of stairs shall not exceed the smallest by more than W. <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 %s'. 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 Yz". 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 %"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 Yz" gyp. bd. <br />STAIR SECTION <br />SCALE: 1/2"=1'-0" <br />Z m <br />0 <br />Z <br />Q <br />e1 <br />I� Z <br />V) (D <br />a) C <br />a--J w <br />w <br />O r_� <br />~ <br />0 <br />o <br />iV/V) <br />I—m <br />(10 <br />0 <br />U <br />mM <br />C' co <br />w <br />f— <br />O <br />U <br />c6 <br />2 -0 m <br />O 'a <br />O N <br />_ N <br />L U_ 00 <br />f v(�Q <br />�o <br />Q& <br />-M¢o <br />A <br />A <br />o(� <br />W 4 <br />W ri � <br />C9�a <br />LL .mow <br />W <br />Pax <br />­v <br />� E <br />m , <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 />Z <br />O a� n <br />Fri 4-J Q <br />�>-+p <br />M <br />a U- <br />c' <br />a LL 'r, <br />M <br />oC V fo p� <br />„ <br />Z .. <br />r� <br />Z ow <br />W <br />JC:) <br />J <br />oZ <br />C0�+ <br />(Y Q <br />Za <br />f N <br />Lu & <br />UZ80 <br />ZUJwlr <br />O � Z <br />_ a O n <br />a �00 <br />Q <br />�F© <br />Lu <br />to <br />T <br />w <br />Z o <br />Q <br />Z <br />0 <br />cr- <br />z <br />Z <br />C <br />Ln <br />0 <br />Ln <br />L <br />_0 <br />� <br />L^ <br />J <br />w <br />0 <br />a <br />U <br />= <br />N <br />z <br />U,f <br />O 9 <br />aYr <br />y <br />0 <br />- 1 <br />X8� <br />�: <br />Uama <br />oai <br />fV <br />N <br />o¢o <br />< <br />u za <br />Q <br />�{ <br />V <br />a 3 <br />p g 8 <br />Z <br />W��2 <br />Z <br />W <br />.^-I <br />Ln <br />a <br />¢aEo <br />J <br />W <br />Q <br />W <br />C <br />G <br />Z <br />O v 7 Z 8 <br />2 w2< <br />wF8 <br />00 <br />�¢ W z <br />N <br />Z <br />aZ <br />Z <br />W <br />�o <br />a <br />oo <br />g <br />=LIJ <br />Z <br />.—+ <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: JMUROSKI <br />VERSION NO. 5ol <br />SHEET NO. <br />2.0 <br />