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Q <br />rn <br />00 <br />04 <br />N <br />a <br />c <br />a> <br />v <br />S <br />O <br />J <br />I <br />N <br />00 <br />N <br />a`> <br />C <br />N <br />O <br />V2 <br />C> <br />J <br />N <br />i <br />O <br />/ <br />L <br />c <br />3 <br />Q <br />O <br />N <br />O <br />d <br />E <br />N <br />E <br />0 <br />`v <br />c <br />J <br />a� <br />O <br />U <br />c <br />U <br />0 <br />i <br />U <br />z <br />N <br />I <br />Y <br />i <br />0 <br />0 <br />U <br />J <br />N <br />N <br />O <br />N <br />0 <br />0 <br />a <br />N <br />0 <br />N <br />ci <br />0 <br />w <br />C> <br />m <br />0 <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 OI <br />LANDING FRAMINC <br />(2) 2x HDR. <br />REQ'D @ ENE <br />LANDING FOF <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 />0i <br />a <br />d� <br />MIRROR <br />0 <br />0 <br />ih <br />BATH 2 <br />MIRROR <br />OWNER'S BATH <br />80 <br />P7 <br />O <br />M <br />KITCHEN KITCHEN KITCHEN ISLAND <br />INTERIOR ELEVATIONS <br />SCALE: 1 /2"=1'-0" <br />STAIR CALCLITIONS: <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 />"— � <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 />L— <br />Tread depth: <br />\ <br />The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the <br />J <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 />L— —� <br />Winders: <br />Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the <br />L_ <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 />2x8 #2 SYP JOISTS @ LANDNG I-- <br />Nosings: <br />@ 16" O.C. w/ SIMPSON A35 CbiD <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 />OR LUS26 HANGER TO LEDGER. �— <br />t" PLYWOOD @ <br />inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing <br />not the by than 3/8 inch between two stories, including <br />LANDING <br />projection shall exceed smallest nosing projection more <br />the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. <br />2x12 HDR. w/ (3) 2x STUDS AT <br />Handrails: <br />EA. END FOR BEARING <br />ribv <br />Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more <br />o <br />risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of <br />STANDARD (3) 2X12 <br />r <br />ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be <br />STRINGERS W/ SIMPSON A35 <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 />CLIP TO FLOOR SYSTEM <br />oo <br />above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety <br />2x8 LEDGER #2 SYP w/ <br />terminals. Handrails adjacent to a wall shall have a space of not less than 1112 inches between the wall and the <br />(3) 16d NAILS TO STUD <br />handrails. <br />ix RISERS (TYP.) @ 16" O.C. <br />Grip -size: <br />CONT. <br />Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater <br />HANDRAIL <br />NIA <br />than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. <br />Guards: <br />in <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 />THRUST BLOCK SECURED TO SLAB w/ <br />1/4"X3 1/2" TAPCONS @ 16" O.C. <br />STAIR SECTION_ <br />SCALE: 1/2"=V-0" <br />T <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 Florida building Code - <br />Residential 6th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering po <br />