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3 <br />cm <br />-v <br />v <br />N <br />O <br />n <br />rn <br />0 <br />L0 <br />I <br />rn <br />rn <br />i� <br />N <br />a� <br />.Z <br />N <br />O <br />4 <br />Cn <br />00 <br />I <br />c <br />v <br />3 <br />r <br />rn <br />0 <br />C <br />a <br />E <br />a� <br />E <br />c <br />9 <br />i <br />E2 <br />0 <br />U <br />v <br />U <br />i <br />0 <br />d <br />d <br />0 <br />J <br />2 <br />c� <br />rn <br />0ZZ- <br />CN <br />0 <br />O <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 @ ENE <br />LANDING FOI <br />STRINGERS - <br />CONNECT TC <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 />a <br />a <br />(D <br />VIla <br />) <br />rco <br />t <br />ClCL <br />o <br />) <br />oo <br />00 > <br />CD <br />) <br />BATH 2 <br />BATH 2 <br />MIRROR <br />0 <br />0 <br />50 <br />o <br />- <br />OWNER'S BATH <br />0 <br />i0 <br />KITCHEN KITCHEN KITCHEN ISLAND <br />`— THRUST BLUC;K SLC;UKCU 10 SLAB w/ <br />1/4"X3 1!2" TAPCONS @ 16" O.C. <br />INTERIOR ELEVATIONS <br />STAIR CALCUTIONS: <br />TOTAL RISE = 10'-0 3/4' <br />(16) RISERS AT 7 9116" <br />10" TREADS w/ 1" NOSING <br />Stairway construction shall conform to the FBC Residential 6th Edition (2017) 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 3/8 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 />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 />The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 <br />inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing <br />projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including <br />the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. <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 />handrails. <br />Grip -size: <br />Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater <br />than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. <br />Guards: <br />Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located <br />more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to <br />the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies <br />or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface <br />or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking <br />surface to the required guard height that allow passage of a sphere 4 inches in diameter. <br />Under -stair protection: <br />Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the <br />enclosed side with 1/2-inch gypsum board. <br />SCALE: 1/2"=1'-0" <br />STAIR SECTION <br />SCALE: 1 /2"=1'-0" <br />s <br />a o <br />0 <br />0 Z N O <br />z <br />m <br />z o <br />Q� <br />J M <br />d N <br />M <br />WIJI <br />Z � <br />1W' �•% lL <br />T Cd J Y <br />W O <br />.O <br />El <br />1 <br />^ C <br />tJ 11 � <br />U 00 <br />W � <br />U o <br />m w j <br />N N <br />v�i N <br />za <br />°o <br />N t <br />-W <br />00 <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 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering po <br />ions of the drawing pages bearing <br />Engineer's signature and seal. <br />� w <br />�Z Z <br />oS � <br />rj zo Z}Z m <br />O z <br />N � W o � J <br />m� <br />. rp o <br />_ U Z <br />y m Q W <br />cn F °6 Z z <br />3 0� go <br />W W LL a <br />Q �w <br />U � ao �k <br />o w� moo' <br />CDa= <br />� zl a o� 3 <br />o Q <br />^L, <br />W <br />N <br />O <br />U <br />�o N <br />T <br />N O T <br />N = N ° <br />N r <br />b r r N d <br />Z <br />E Q <br />c <br />t6 E <br />Q � J <br />JOB NO: 19-5899 <br />SCALE : AS NOTED <br />SHEET NO. <br />2.0 <br />