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v <br />6 <br />1 <br />2 <br />E <br />O <br />w <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 />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 />W <br />2x8 #2 SYP (P.T. IF MANSONRY <br />v <br />WALL) CONT LEDGER w/ (3) 16d <br />w <br />NAILS @ 16" O.C. MAX. TO EA. <br />v <br />STUD. ((2) 1/4"X3 1/2" TITENS @ <br />o <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 />9 <br />M <br />O <br />N <br />0 <br />i0 <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 />/ z <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 />60 <br />q,-n„ 8'-591„ <br />BATH 2 <br />°w I <br />KITCHEN <br />INTERIOR ELEVATIONS <br />SCALE: 1 /2"=1'-0" <br />STAIR CALCULATIONS: <br />TOTAL RISE = 10'-0 3/4" <br />(16) RISERS AT 7 9/i6" <br />10" TREADS w/ 1" NOSING <br />Stairway construction and handrail to conform to the FBC Residential <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 %". <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 W. <br />Nosings. <br />The radius of the nosing shall be no greater that %s'. Solid riser nosings shall <br />not be less than 3/" but not more than %". The greatest nosing projection shall <br />not exceed the smallest by more than Y". Beveling of nosings shall not exceed <br />X" <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 %' gyp. bd <br />TAIR SECTION <br />SCALE: 1 /2"=1'-0" <br />LO <br />Z M <br />0 <br />— o <br />Z <br />Q <br />JI <br />a <br />V) <br />vC <br />W <br />�o <br />W <br />O <br />~ <br />N <br />Ln <br />o <br />wJ <br />N M <br />W <br />milk~ <br />C fff M <br />70 <br />O o N <br />_ <br />C) Cn <br />cMSO <br />O Y !� <br />CL O <br />Q of <br />rn ¢ o <br />AlN-CHDC <br />BID® <br />� <br />QQR <br />114T. <br />'4qi O W ' <br />N <br />W M M <br />. aCP" <br />�lL�Q i r9 <br />i <br />� t <br />fl <br />go <br />O <br />7� <br />ILIL <br />q'V <br />To the best of the Engineer's Lid ,ge''i 1•'®trhation, 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 />(MO <br />C) <br />ON <br />Z <br />O 0) N <br />�4-Jo <br />�>-iU-)MO <br />M <br />QU)'0Ln <br />0 <br />Q - LL <br />00 <br />a U <br />� z <br />J <br />� <br />J <br />0Z <br />Z<o <br />f a <br />F <br />0Q�O <br />z�"nZ� <br />Q <br />UE N <br />U w <br />LLJ <br />BURoN <br />} o <br />O <br />2: <br />N <br />w <br />Z <br />O <br />= <br />~ <br />z <br />J< <br />5L <br />ow <br />l. <br />A <br />J <br /><0Z <br />X96 <br />LU <br />N <br />o<o< <br />U,Z< <br />90-,0 <br />Q <br />8 <br />Z <br />Z <br />Ln <br />wS�� <br />w p� <br />w <br />0 <br />LU <br />J <br />,—I <br />ou <br />Q <br />� <br />Q <br />Z <br />Ln i< z 0 <br />o <br />U <br />$ate <br /><LUZ <br />N <br />M <br />p� <br />Z <br />N <br />00 <br />Z <br />Z <br />J <br />< z <br />o <br />g <br />ULU <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAMES <br />VERSION NO. 5ol <br />SHEET NO. <br />2.0 <br />