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Q <br />co <br />E <br />N <br />0 <br />M <br />KITCHEN <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 />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 />9'-0" MAX LANDING LENGTH <br />KITCHEN <br />THRUST BLOCK SECURED TO <br />SLAB w/ 1/4"X3 1/2" TAPCONS <br />@ 16" O.C. <br />.. . <br />_�Illwi <br />__0 <br />1 <br />on <br />OWNER'S BATH <br />PRE-ENG FLOOR JOIST W/ (2) <br />LAYERS OF 3/4" PLYWOOD <br />CnD Qnl IM AIAII IAIr3 <br />KITCHEN <br />INTERIOR ELEVATIONS <br />SCALE: 1 /2"=V-0" <br />STAIR CALCUTIONS: <br />TOTAL RISE =10'-0 3/4" <br />(16) RISERS AT 7 9/16" <br />10" TREADS w/ 1" NOSING <br />(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 Y$". <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 %". 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 />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 V gyp. <br />STAIR SECTION <br />SCALE: 1 /2"=V-0" <br />C9 .- <br />z <br />z� <br />z <br />a <br />U) z0 <br />V) 0 <br />Q N <br />4--+ w <br />f'� p <br />0 LU <br />E <br />�Lh � <br />w <br />o m <br />c to r <br />■, <br />O O N <br />= <br />L lL if�,D <br />¢ <br />Q <br />t � <br />A 1�B`-° <br />BID <br />N. <br />f <br />N N <br />Zcl) ...... <br />44< <br />LU1Z r- O F E S <br />o P <br />N a°!fl111111 <br />U U <br />U H <br />❑ ❑ <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 fV <br />O�� <br />I%I (A M O <br />M <br />(0pLn <br />G. cA •L � <br />Ln <br />Q LL <br />a r. <br />aC3a <br />O <br />Q El <br />W <br />Z <br />J � <br />Z <br />aL <br />�a <br />g4UO <br />W. <br />Cn <br />J <br />Nqj <br />W <br />W <br />�8 <br />' <br />J <br />Z <br />Ln <br />0 <br />-� <br />Ili <br />w <br />U <br />= <br />N <br />z <br />�W <br />° <br />jogs <br />Z <br />Z <br />Qow0� <br />W <br />� <br />Ln <br />E <br />. . <br />W <br />Q <br />LL <br />Z� <br />a� <br />O <br />M <br />Z <br />g <br />m <br />06 <br />Z <br />g <br />= <br />O <br />,-4 <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAM ES <br />VERSION NO. 5 . <br />SHEET NO. <br />2.0 <br />