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ZOR <br />FM <br />Q <br />co <br />E <br />x <br />KITCHEN <br />I SEE PLAN FOR LANDING DEPTH I <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 l <br />CONNECT TC <br />8,-51n <br />O <br />r17 <br />4 <br />M <br />MIRROR <br />i <br />I <br />I <br />0 <br />I <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 />BATH 2 <br />LANDING <br />ral <br />2x8 LEDGER #2 SYP w/ <br />(3)16d NAILS TO STUD <br />@ 16" O.C. <br />LO <br />KITCHEN <br />2x8 #2 SYP JOISTS @ LANDING <br />@ 16" O.C. w/ SIMPSON A35 <br />CLIP OR LUS26 HANGER TO <br />LEDGER <br />U <br />I <br />2x12 HDR. w/ (3) 2x STUDS AT <br />Q <br />EA. END FOR BEARING <br />W <br />STANDARD (3) 2X12 <br />U <br />STRINGERS W/ SIMPSON A35 <br />0 <br />CLIP TO HDR. <br />\ I w <br />1 x TREADS (TYP.) r <br />CONT. <br />HANDRAIL <br />THRUST BLOCK SECURED TO - <br />SLAB w/ 1/4"X3 1/2" TAPCONS <br />@ 16" O.C. <br />O <br />MIRROR <br />Z <br />OWNER'S BATH <br />O <br />M <br />0 <br />FV <br />O <br />M <br />PRF_FN(­, Pi nnp ini.gT U// /71 <br />O <br />i•� <br />KITCHEN ISLAND <br />INTERIOR ELEVATIONS <br />SCALE: 1 /2"=V-0" <br />06) RISERS AT 7 9/16" <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 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 />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 9116 inch. A nosing projection not less than 314 <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 />STAIR SECTION <br />SCALE: 1 /2"=1'-0" <br />a 11' <br />zo <br />—C3 <br />z�z <br />Q <br />D <br />(n <br />W CP9 <br />W <br />OW <br />Lh <br />Ln <br />`(D <br />� <br />m N <br />W <br />pp <br />~ U <br />N M <br />� -C3 M <br />co <br />M0= N <br />C7 O <br />L lL 08 <br />O <br />Q <br />0 O <br />V t3. v <br />ch Q O <br />® <br />B D®._ <br />N C 'H-D 'C <br />I <br />11 <br />N � <br />t w .Ni <br />M OO <br />V � <br />�Z LN"'NmZ f� Z <br />�, U- ^ w <br />LV o <br />O .ocorn <br />110Z <br />� 4 /! <br />um <br />ZI <br />t m • •• 1rJ `LI <br />.me <br />=FD <br />• fL r V`o C&LLI <br />1f1 <br />°• <br />Z <br />,'fir <br />°•• Ca 4 <br />Ere <br />,_Sp.)•.! m \- <br />./s <br />[/may y�± <br />`OFESS �0 <br />y <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 portions of the drawing pages bearing <br />Engineer's signature and seal. <br />LENNARI <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />oZ <br />w� <br />za <br />W6 Y(Y <br />Zoo <br />1-jZZ <br />w <br />J <br />o��co <br />u o <br />L0 <br />N <br />0 <br />Z Z <br />a <br />E <br />^Q <br />�" <br />C <br />� <br />O <br />2: <br />L <br />° <br />_0 <br />U-1 <br />z <br />Z <br />J W <br />i <br />J <br />2,9 <br />0o' <br />�a <br />® <br />■+` <br />Y / <br />¢ V U <br />�O� <br />ell <br />Y ! <br />VO0Oa, <br />Za <br />Z¢Z¢ <br />N <br />Wg�a <br />Q <br />Z <br />Z <br />1� <br />ono <br />�ao� <br />W <br />Ln <br />� <br />< -IL, <br />0 <br />F V <br />_I <br />W <br />Q <br />0 <br />8 <br />r—1 <br />M <br />Q <br />Z <br />Z <br />1aZ <br />Z� <br />tu- <br />N� <br />W <br />r <br />Ott <br />� <br />1,o <br />t.Y <br />_ <br />-� Z <br />r-11O <br />,--+ <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAMES <br />VERSION NO. <br />5ml <br />SHEET NO. <br />2.0 <br />