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N <br />3 <br />Q <br />00 <br />O <br />Ln <br />2 <br />C <br />N <br />0 <br />0 <br />0 <br />0 <br />O <br />I <br />¢ <br />LO <br />00 <br />M <br />LO <br />LC] <br />21 <br />0 <br />V <br />0 <br />0 <br />CD <br />Ln <br />0 <br />t� <br />M <br />O <br />I <br />L0 <br />Cn <br />0 <br />c <br />Q <br />H <br />N <br />N <br />N <br />a <br />E <br />1-2 <br />0 <br />S <br />0 <br />c <br />J <br />m <br />r.7 <br />E2 <br />v <br />Lv <br />c <br />U <br />i <br />0 <br />i <br />U <br />i <br />z <br />I <br />Y <br />i <br />0 <br />0 <br />0 <br />ti <br />CD <br />N <br />N <br />4i <br />0 <br />0 <br />a <br />N <br />N <br />N <br />Cn <br />a <br />r <br />m <br />0 <br />cn <br />DW <br />KITCHEN ISLAND <br />� SEE PLAN FOR LANDING DEPTH � <br />MIN. (3) 2x STUDS R <br />@ END OF LANDINC <br />BELOW HDR. BEAM <br />STANDARD (3) 2x1 <br />STRINGERS w/ <br />SIMPSON A35/USP <br />MP34 CLIP TO <br />FLOOR SYSTEM O <br />LANDING FRAMINC <br />(2) 2x HDR. <br />REQ'D @ ENC <br />LANDING FOf <br />STRINGERS - <br />CONNECT TC <br />BATH 3 <br />q <br />O' <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 MASONRY <br />WALL) CONTINUOUS LEDGER <br />w/ (3) 16d NAILS @ 16" O.C. MAX. <br />TO EA. STUD. ((2) 1/4"X3 1/2" <br />TITENS @ 16" O.C. MAX. FOR <br />MASONRY WALL) <br />GENERAL LANDING FRAMING INFO. <br />SCALE: N.T.S. <br />9'-0" MAX LANDING LENGTH <br />KITCHEN <br />MIRROR <br />ii <br />50 <br />L L <br />I � Q <br />I, <br />5 <br />Q co <br />LEJ I — R—i <br />7 <br />L— <br />L_ —T <br />L— —T <br />" PLYWOOD @ LANDING —L <br />2x8 #2 SYP JOISTS @ LANDING <br />@ 16" O.C. w/ SIMPSON A35 CLIP <br />OR LUS26 HANGER EA. SIDE SEE <br />PLAN FOR CLG. HT. <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 FLOOR SYSTEM <br />1x RISERS & <br />TREAD (TYP.) <br />THRUST BLOCK SECURED TO <br />SLAB w/ 1/4"X3 1/2" TAPCONS <br />@ 16" O.C. <br />cc <br />CD <br />0 <br />L LL <br />Z <br />C� <br />M <br />Z o <br />o <br />LO <br />LO <br />Cr <br />CN <br />00 <br />BATH 2 <br />KITCHEN <br />MIRROR <br />0 <br />OWNER'S BATH <br />INTERIOR ELEVATIONS <br />BATH 2 <br />KITCHEN <br />MIRROR <br />0 <br />OWNER'S BATH <br />INTERIOR ELEVATIONS <br />STAIR CALCUTIONS: <br />TOTAL RISE = 1 U-0 3/4" <br />(16) RISERS AT 7 9/16" <br />10" TREADS w/ 1" NOSING <br />Stair and Railing General Notes <br />Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 <br />and R302.7. <br />Riser height: <br />The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading <br />edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by <br />more than 318 inch. <br />Tread depth: <br />The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the <br />vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The <br />greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. <br />Winders: <br />CONT. <br />HANDRAIL <br />Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the <br />foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread <br />depth of not less than 6 inches at any point within the clear width of the stair. <br />Nosings: <br />r <br />Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than <br />9/16 inch or a bevel not exceeding '/2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 <br />inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing <br />projection by more than 3/8 inch within a stairway. <br />Handrails: <br />Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more <br />risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of <br />ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be <br />continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly <br />above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety <br />terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the <br />2x8 LEDGER #2 SYP <br />handrails. <br />(P.T.) w/ (2) 1/4"x3 1/2" <br />Grip -size: <br />TITENS TO MASONRY @ <br />Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater <br />16" O.C.. <br />LO <br />than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. <br />Guards: <br />Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, <br />that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches <br />horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, <br />porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the <br />adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have <br />openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in <br />diameter. <br />Under -stair protection: <br />Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and <br />any soffits protected on the enclosed side with 1/2-inch gypsum board. <br />SCALE: 1 /2"=1'-0" <br />STAIR SECTION <br />SCALE: 1 /2"=1'-0" <br />r <br />s <br />viV <br />i- a.- <br />� tIS J� 0 <br />N <br />N <br />O <br />N <br />M <br />N <br />I <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />OA <br />W p�°EUavo�pi <br />Yc�ONN��Nm-j <br />0 ox°t `` w <br />Jwa <br />o u` <br />C13 ^n <br />� <br />�i =3 ' <br />d <br />Z N M Z �� O <br />Z p V U �� <br />W <br />N O <br />! O O <br />Z m N <br />Z a <br /><t <br />J <br />N <br />M <br />V) � a <br />U o <br />(� w <br />U � <br />LJ..1 0 <br />11Vl/i � <br />C6 r— in <br />U 6 <br />W � <br />8 zip.. <br />= r N <br />I! U <br />o � w <br />� z <br />M :n � z <br />cop <br />J h � <br />L.L Z � <br />QE 00 Qn <br />O z® <br />z oa <br />(6 V14 — 2O U p <br />XU OU <br />a <br />o � ¢ <br />wZ <br />_ C � zF <br />in�Z <br />Q � a <br />�w <br />JW LDF <br />0 <br />co <br />•° O 2 <br />�� J <br />m <br />� CID M <br />M <br />O <br />T C/) <br />m 4-, to � <br />r +-J <br />� O LO <br />C:) Q M r <br />hi >� N o <br />z � � <br />E Q v' CU <br />� E <br />o c <br />11 U J Q � J <br />JOB NO: 22-02397 <br />SCALE : AS NOTED <br />SHEET N0. <br />2.0 <br />