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KITCHEN <br />I 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 r <br />GENERAL FLOOR <br />CONSTRUCTION NOTES <br />2x8 #2 SYP JOISTS @ LANDING <br />@ 16"O.C. w/ SIMPSON A35/LISP <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 Mb� <br />NAILS @ 16" O.C. MAX. TO EA. o <br />STUD. ((2) 1/4"X3 1/2" TITENS @ T <br />16" O.C. MAX. FOR MASONRY 00 <br />WALL) <br />GENERAL LANDING FRAMING INFO._ <br />SCALE: N.T.S. <br />9'-0" MAX LANDING LENGTH <br />8'-51, _n <br />BATH 2 <br />KITCHEN <br />2x8 #2 SYP JOISTS @ LANDING <br />@ 16" O.C. w/ SIMPSON A35 <br />CLIP OR LUS26 HANGER TO <br />LEDGER I U <br />2x12 HDR. w/ (3) 2x STUDS AT Q <br />PLYWOOD @ EA. END FOR BEARING Q <br />LANDING w <br />STANDARD (3) 2X12 <br />STRINGERS W/ SIMPSON A35 0 <br />CLIP TO HDR. I w <br />1 x TREADS (TYP.) <br />2x8 LEDGER #2 SYP w/ <br />(3) 16d NAILS TO STUD CONT. <br />@ 16" O.C. HANDRAIL <br />LO <br />THRUST BLOCK SECURED TO <br />SLAB w/ 1/4"X3 1/2" TAPCONS <br />@ 16" O.C. <br />O <br />MIRROR <br />OWNER'S BATH <br />O <br />N <br />PRF-FNn FI nnP .InIST W/ (9) <br />KITCHEN ISLAND <br />INTERIOR ELEVATIONS <br />SCALE: 1 /2"=1'-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 />Stairway construction and handrail to conform to the FBC 5th Edition (2014) <br />Residential 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 %". <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 Y". 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 1/2'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 FBC 5th Edition (2014) Residential 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 1/2" gyp. bd. <br />TAIR SECTION <br />SCALE: 1 /2"=1'-0" <br />C9 �_ <br />Z CD <br />0 <br />Z <br />Z <br /><C <br />J <br />Q_ <br />t I V <br />� W <br />�o <br />—(D cn c <br />Oto <br />E <br />O <br />CD M <br />0 C) <br />0 <br />LU <br />— 8 <br />N M <br />0)M co <br />O O N <br />li CO <br />Lv 0 <br />O <br />Q tT <br />u7 O <Y <br />� Q <br />Q O <br />®® <br />N C B D C <br />*14-- <br />0 <br />M <br />° <br />�a ore �v�",.� � ° <br />� l.l.l ✓ <br />' oLLI(A <br />= g <br />o <br />°tea <br />��, ltir� <br />aC <br />To the best of tri ine&' knowle e, infg(r� ion, a <br />belief, the struct a)�,p/ ns 51"ia�3{ge �{iclontajrrtq' <br />within ghese drawingpt)}ply with'Ch�217 F��4ca`t <br />Resident �Y <br />Bui[din Code - i,� b <br />signature and seal is only for tliA�tiengineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />0 <br />Z N <br />O <br />i—•l 4-, o <br />> (n M O <br />M <br />a � -M Ln <br />F-' Q M <br />U Q� <br />a <br />0, <br />Z <br />WJ <br />00 <br />'it <br />J <br />Z <br />L� <br />Z <br />Ea <br />W Q � CY <br />QzOu0 <br />z uM <br />F-:zz <br />J <br />W <br />a C.2o <br />'Q <br />�LUi.-Z© <br />F— <br />W <br />o un <br />ZZ <br />C)(Z <br />a <br />Z <br />-0 <br />L <br />2 <br />Llf) <br />w <br />a <br />ULuO <br />_> <br />N <br />�-- <br />Z <br />L� <br />0 <br />o u. <br />¢�o <br />F* <br />p4�' <br />{ <br />GGYQ�Q <br />XDU <br />v.2 <br />N <br />Z < 2 <br />LugJ <br />�,QZ0Q <br />Z <br />Z <br />N <br />f V <br />oD�o <br />gff <br />W <br />U-) <br />di <br />b<a2Z, <br />J <br />rl <br />LJ.I <br />V o Z o <br />0Q <br />Q <br />Z <br />QQZW <br />Z <br />t7uo!i <br />,n Z06Q No <br />m <br />OuJ <br />=Q <br />,4 <br />a <br />to <br />SCALE : AS NOTED <br />DATE : 1 /5/2018 <br />TECH: MJAMES <br />VERSION NO- 10 <br />SHEET NO. <br />2.0 <br />