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__ I _ I _ _ _ _ _ ___ ,. 1 _ ___ _ —1— _ I I ___1 <br />C0 <br />D 0 <br />4. <br />is*-,40, 1 (m ��, .1 - <br />Z I T t FA- r <br />LL 4 ` " <br />Z <br />Z Z <br />Ln <br />orn Z <br />10 <br />4 <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 />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 />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 />Y-0" MAX LANDING LENGTH <br />MIRROR <br />i <br />O <br />OWNER'S BATH <br />u� <br />O <br />M <br />O <br /><V <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 />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. CIO <br />i � I <br />PRF-FNr, FI MP .InMT W/ 191 <br />KITCHEN <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 3/g'. <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 %e'. 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 />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 ''/2" gyp. bd. <br />STAIR SECTION <br />SCALE: 1 /2"=1'-0" <br />u, <br />z M <br />z <br />z <br />a <br />cn CD <br />w <br />�o <br />O � <br />E <br />C%i ::D <br />U <br />w <br />1 o <br />0° M <br />A 1 <br />" 1 n n r <br />��� <br />