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STANDARD (3) 2x12 <br />STRINGERS w/ SIMPSON <br />A35/USP MP34 CLIP TO FLOOR <br />SYSTEM OR LANDING FRAMING <br />(2) 2x HDR. REQD @ END OF <br />LANDING FOR STRINGERS <br />TO CONNECT TO <br />PLY SHEATHING OVER <br />LANDING ATTACHED PER <br />GENERALFLOOR <br />CONSTRUCTION NOTES <br />KITCHEN ISLAND <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 />T-ON MAX LANDING LENGTH <br />2xg #2 SYP JOISTS @ LANDING <br />@ 16- O.C. W/ SIMPSON A35 <br />CLIP OR LUS26 HANGER TO <br />uJ LEDGER <br />U <br />z 2xl 2 HDR. w/ (3) 2x STUDS AT PLYWOOD @ <br />EA. END FOR BEARING LANDING�,=l <br />STANDARD (3) 2X12 <br />STRINGERS W1 SIMPSON A35 X <br />CLIP TO HDR. T <br />00 <br />Ar <br />1x TREADS (TYP. <br />2x8 LEDGER #2 SYP w/ <br />CONT. (3) 16d NAILS TO STUD <br />HANDRAIL @ 16- O.C. <br />hzi <br />MIRROR <br />0 <br />4- <br />Ll <br />OWNER'S BATH <br />KITCHEN <br />BATH 2 <br />,4,-n" V-54" <br />-TLJ0HQT 121 nf%V Q01%"0Cn Tn <br />SLAB w/ 1/4"X3 1/2" TAPCONS <br />@ 16- O.C. <br />PRF-FNr, F1 MR JOIST W/ (2) <br />KITCHEN <br />I U I AL KIM: = 1 U-U V4- <br />(16) RISERS AT 7 9116- <br />110-11READS w/ 1"NOSING <br />INTERIOR ELEVATIONS <br />SCALE: 1/2"=V-0-- <br />MIN. (3) 2x STUDS REQ'D <br />@ END OF LANDING <br />BELOW HDR. BEAM. <br />Stairway construction and t <br />Residential section R311.7 <br />Riser height: <br />The maximum riser height shall be 73/4". The greatest riser height within any <br />flight of stairs shelf 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 then Ye". <br />Nosings. <br />The radius of the nosing shall be no greater that %�'. Solid riser nosings shall <br />not be less than %" but not more than 1Y4". 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 %"between the wall and the handrails. <br />Grlp-slze. <br />Handralls 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 s1de). <br />Under -Stair Protection. <br />d accessible space under a stairway shall be protected with 1/2" gyp. <br />SCALE: 1/2"=V-0" <br />z <br />z (Olga <br />Z alniililillll� <br />< IN '1111111 <br />low IN <br />Z <br />V) (D <br />C—/) <br />LU <br />U <br />0 LU <br />C2:: 0 <br />qsD U4) U) <br />p <br />0 <br />LU 0) M <br />C W M <br />I.-- E 1! "D Q <br />0,9 C,C, <br />Z LL 00 <br />to M <br />co) <br />mo <br />Lin 0 1W <br />< 00) 1 0 <br />N-C-B-D C <br />A <br />ED. <br />IN- zo <br />a T.r- UAW <br />(206k;; 0 <br />IXv <br />co 3 <br />*LVW- ",I " ; <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 Florida Building <br />Code Stir Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />C:) <br />Z <br />0 <br />1-01 <br />U-) <br />CD <br />M In <br />cu In <br />a U- <br />L <br />� rn <br />M -I <br />U CL 00 <br />z 3i <br />Z< E <br />W Lu C-) IT <br />-J C) <br />to <br />g <br />0 <br />C/) Z�- Z. <br />Lu <br />LU C-4 <br />. za <br />F- 6'-' <br />Z9 <br />0 Ln <br />z <br />Ln <br />2: f **4 LLJ <br />0 <br />ui <br />U z <br />17- OZ <br />199 <br />< WO L.0 <br />z 0 <br />Z C*4 <br />U.J In 1,X6 <br />Z- <br />< <br />< z z <br />z <br />Z z <br />M 2 <br />V) <br />0 z <br />LU <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: ERAND <br />VERSION No' 10 <br />SHEET NO. <br />2.0 <br />� SEE PLAN FOR LANDING DEPTH <br />,q <br />