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I I I 'I _. II I I I I I II 1 1 f 1 11 I 111 loll 1 1 11 IU <br />t".I 11 1 I r —! I ! <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 />0 <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 />0 <br />r- <br />Y <br />60 <br />00 <br />BATH 2 <br />f PLYWOOD @ <br />LANDING <br />`— 2x8 LEDGER #2 SYP w/ <br />(3) 16d NAILS TO STUD <br />@ 16" O.C. <br />LO <br />KITCHEN <br />I <br />2x8 #2 SYP JOISTS @ LANDING <br />@ 16" O.C. w/ SIMPSON A35 <br />CLIP OR LUS26 HANGER TO <br />LEDGER ( U <br />2x12 HDR. w/ (3) 2x STUDS AT Q <br />EA. END FOR BEARING I Q <br />w <br />STANDARD (3) 2X12 I U <br />STRINGERS W/ SIMPSON A35 Q <br />CLIP TO HDR. I w <br />I <br />1 x TREADS (TYP.) <br />CONT. <br />HANDRAIL <br />\ I <br />\ I <br />THRUST BLOCK SECURED TO <br />SLAB w/ 1/4"X3 1/2" TAPCONS <br />@ 16" O.C. <br />MIRROR <br />O <br />OWNER'S BATH <br />O <br />M <br />O <br />CV <br />0 <br />M <br />PRE-ENG FLOOR JOIST W/ (2) <br />LAYERS OF 3/4" PLYWOOD <br />FOR SOLID NAILING <br />9Tco <br />io <br />0 0 0 0 <br />0 <br />LIE] -D <br />KITCHEN ISLAND <br />CONT. HANDRAIL <br />1x RISERS (TYP.) <br />STANDARD (3) 2X12 <br />RINGERS W/ SIMPSON <br />A35 CLIP TO FLOOR <br />SYSTEM <br />2x8 #2 SYP JOISTS @ LANDING <br />@ 16" O.P. w/ SIMPSON A35 CLIP <br />OR LUS21 HANGER EA. SIDE SEE <br />PLAN FOR CLG. HT. <br />2x12 HDR. w/ (3) 2x STUDS AT <br />EA. END FOR BEARING <br />INTERIOR ELEVATIONS <br />SCALE: 1 /2"=V-0" <br />STAIR CALCUTIONS: <br />TOTAL RISE = 10'-03/4" <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 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 W. <br />Nosings. <br />The radius of the nosing shall be no greater that V16". Solid riser nosings shall <br />not be less than'/4" 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 />Y2' <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 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 Y2" gyp. bd <br />STAIR SECTION_ <br />SCALE: 1 /2"= V-0" <br />CD V <br />Z o <br />z� <br />Q <br />J! <br />U) zCZ <br />Ln CD <br />w <br />�o <br />O W <br />E <br />c([Lnn� <br />o 0 <br />1— <br />C� <br />W <br />1— pp <br />f — U <br />N M <br />C N M <br />) c N <br />O p <br />-� <br />LL <br />20 <br />—.. Q <br />M Q O <br />B D. <br />=�J1 <br />N <br />8 <br />U) Z 0� <br />LU <br />LU <br />10Z���+°q' <br />oz <br />LU <br />o { „ <br />1� <br />` <br />To the best of the Eng is know le e, fiDI matio <br />belief, the structural pla ��d spQ r�s. r�ert�ifiL�d <br />within these drawings co p'�{Jg��ith t irI ldnda <br />Building Code - Residential 6tNFf�Cpqq�� FtngiR g(( j <br />is for the hi <br />signature and seal only sfruttat�l3�dng <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />Z (%4 <br />O cu <br />11­4 4J 0 <br />> M Q <br />M <br />Q (!) o Ln <br />a cn d- <br />i <br />N O <br />Q � U- <br />>" <br />- M <br />Uto <br />a <br />Q <br />E00 <br />Z <br />W <br />J <br />� <br />d- <br />J <br />�Z <br />w� <br />Zg <br />Ea <br />w¢iYa <br />UZ80 <br />zwwW <br />1—=zz <br />�/1 <br />VJ <br />J_ <br />�Oulw <br />J <br />> <br />Q <br />ul <br />ce� <br />U wm <br />o <br />L1J <br />,z. <br />J <br />p <br />fZ <br />O <br />0 <br />�3 <br />N <br />N <br />Ln <br />LU <br />a <br />o <br />O <br />� <br />Z <br />� w <br />f <br />V <br />w <br />J %0 <br />O <br />wo08 <br />U a � j <br />N <br />Za0 <br />�az3 <br />Z <br />UJ <br />f V <br />Lr) <br />ui <br />a�o�Z <br />J <br />r 4 <br />tJ.l <br />di <br />Z~ <br />a E. <br />Ln 8ZU <br />w-10 <br />�dwz <br />*k <br />I�ii <br />z <br />m <br />O <br />Z <br />W <br />Z <br />oo <br />g <br />= <br />Lu <br />SCALE : AS NOTED <br />DATE : 1 /5/2018 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />SHEET NO. <br />2.0 <br />