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D <br />� SEE PLAN FOR LANDING DEPTH L <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 />IZ <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 />2x8 #2 SYP (P.T. IF MANSONRY <br />uJ <br />WALL) CONT LEDGER w/ (3) 16d <br />w <br />NAILS @ 16" O.C. MAX. TO EA. <br />STUD. ((2) 1/4"X3 1/2" TITENS @ <br />o <br />16" O.C. MAX. FOR MASONRY <br />WALL) <br />r <br />r: <br />GENERAL LANDING FRAMING INFO. <br />SCALE: N.T.S. <br />9'-0" MAX LANDING LENGTH <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 />1xTREADS (TYP.) <br />CONT. <br />HANDRAIL <br />THRUST BLOCK SECURED TO <br />SLAB w/ 1/4"X3 1/2" TAPCONS <br />@ 16" O.C. <br />q,-n" 8'-54„ <br />BATH 2 <br />KITCHEN <br />CONT. HANDRAIL <br />1x RISERS (TYP.) <br />STANDARD (3) 2X12 <br />STRINGERS W/ SIMF <br />A35 CLIP TO FLOOR <br />SYSTEM <br />2x8 #2 SYP JOISTS @ NDING <br />@ 16" O.C. w/ SIMPSON A35 CLIP <br />OR LUS26 HANGER EA. SIDE SEE <br />PLAN FOR CLG. HT. E_— <br />PLYWOOD @ <br />LANDING <br />0 <br />pIII V1 <br />60 <br />2x12 HDR. w/ (3) 2x STUDS AT <br />EA. END FOR BEARING <br />2x8 LEDGER #2 SYP w/ <br />(3) 16d NAILS TO STUD <br />@ 16" O.C. �b�El <br />L0 <br />KITCHEN <br />INTERIOR ELEVATIONS <br />SCALE: 1 /2"=1'-0" <br />STAIR CALCUTIONS: <br />TOTAL RISE = 10'-0 3/4" <br />PRE-ENG FLOOR JOIST W/ (2) <br />(16) RISERS AT 7 9/16" <br />10" TREADS w/ 1"NOSING <br />LAYERS OF 3/4" PLYWOOD <br />Stairway construction and handrail to conform to <br />FOR SOLID NAILING <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 %". <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 V16"- 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 Yz". 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 1Y2"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 />T 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"=1'-0" <br />0 <br />u7 <br />Z (h <br />0 <br />Z <br /><L <br />O <br />U) Z <br />(D <br />X <br />w_ <br />w <br />O C—� <br />T <br />0 <br />Cn <br />O O <br />„� <br />V U <br />N M <br />LU <br />F— p8 <br />U <br />C f0 Cl) <br />�° C N <br />O o <br />= Qj <br />N <br />N <br />L U- co <br />7 <br />Y ti <br />L� <br />Q 0, <br />O V <br />m Q O <br />OY <br />N CCID <br />C-4 <br />`f�0 wee <br />�8 <br />O <br />Z"-..yyzPik <br />U ) <br />C) v( <br />s� <br />W <br />���� �� Imo%-\ � <br />� w• <br />C V)5IUL <br />O <br />W` <br />To the best of the Engine wl dge, inforrrrr��91R!�q $nd <br />belief, the structural plans a ft fined <br />Florida <br />within these drawings comply with <br />Building Code - Residential 6th Edition. ngineer'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 />r=0 <br />0 <br />0 <br />Z cV <br />O (1) N <br />P-4:►Jo <br />H M O <br />M <br />QU'f0t7Lr) <br />_� <br />� Ll) <br />Q LL <br />ce U a 00 <br />Q <br />E� <br />Z <br />IT <br />0 <br />WJ <br />Ct' <br />J <br />oZ <br />Z <br />f Q <br />wZ <br />UZ08O <br />zLUW0 <br />t�Wz <br />Ca2W <br />>-p,n <br />a�&o <br />Q <br />SFto <br />w <br />R, <br />0 ZZ <br />O <br />Q <br />C <br />Z Z <br />p <br />Ln <br />LL- <br />N <br />0 <br />O <br />F <br />J Q <br />x c� <br />` <br />U 0- <br />o_ c[ a <br />y� <br />TI <br />N <br />^ <br />Zao J <br />W<O¢ <br />Z <br />N <br />Lu OW <br />W <br />In <br />LJJ <br />a(Doz <br />a <br />J <br />T -q <br />LLI <br />2 <br />u-o= <br />0 Z 8 <br />S � a <br />� <br />0 <br />M <br />Q <br />Z <br />W� 8 <br />��z <br />Ln <br />Z <br />a <br />Ln <br />coo <br />� <br />g <br />= <br />aV) <br />Z <br />,--I <br />a <br />U0 <br />SCALE : AS NOTED <br />DATE : 1 /5/2018 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />2.0 <br />I T F i I i 11 I il...I„ <br />