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Ln <br />LO <br />N <br />c <br />a> <br />v <br />S <br />Ln <br />0 <br />J <br />tR <br />00 <br />N <br />E <br />E <br />0 <br />I SEE PLAN FOR LANDING DEPTH i <br />MIN. (3) 2x STUDS R <br />@ END OF LANDING <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 1 <br />CONNECT TC <br />0 <br />MIRROR <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 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 />OWNER'S BATH <br />0 <br />N <br />KITCHEN <br />BATH 2 <br />KITCHEN <br />INTERIOR ELEVATIONS - <br />SCALE: 1 /2"= V-0" <br />STAIR CALCULATIONS: <br />TOTAL RISE = 10'-0 314" <br />(16) RISERS AT 7 9/16" <br />10" TREADS wl 1"NOSING <br />Stairway construction shall conform to the FBC Residential 6th Edition (2017) se <br />and R302.7. <br />Riser height: <br />The riser height shall be not more than 73/4 inches. The riser shall be measured v <br />CONT. HANDRAIL <br />edges of the adjacent treads. The greatest riser height within any flight of stairs shall n <br />more than 3/8 inch. <br />1x RISERS (TYP.) <br />Tread depth: <br />The tread depth shall be not less than 10 inches. The tread depth shall be measured <br />X12 <br />STANDARD (3) 2X12 <br />vertical planes of the foremost projection of adjacent treads and at a right angle to the <br />STRINGERS W/ <br />SIMA35 <br />greatest tread depth within any flight of stairs shall not exceed the smallest by more than <br />CLIP TO FLOOR <br />Winders: <br />SYSTEM <br />Winder treads shall have a tread depth of not less than 10 inches measured between <br />foremost projection of adjacent treads at the intersections with the walkline. Winder <br />2x8 #2 SYP JOISTS @ LANDING <br />depth of not less than 6 inches at any point within the clear width of the stair. <br />2x8 #2 SYP JOISTS @ LANDING <br />@ 16" O.C. w/ SIMPSON 4,35 CLIP <br />Nosings: <br />@ 16" O.C. w/ SIMPSON A35 <br />OR LUS26 HANGER EA. SIDE SEE <br />The radius of curvature at the nosing shall be not greater than 9116 inch. A nosing pr <br />CLIP OR LUS26 HANGER TO <br />PLAN FOR CLG. HT. <br />inch and not more than 11/4 inches shall be provided on stairways with solid ds <br />U <br />I LEDGER <br />projection shall not exceed the smallest nosing projection by more than 3/8 inch betty <br />Q <br />2x12 HDR. w/ (3) 2x STUDS AT <br />the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 in <br />EA. END FOR BEARING <br />"PLYWOOD @ <br />Ile <br />Handrails: <br />w <br />LANDING <br />Handrails shall be provided on not less than one side of each continuous run of treads <br />U <br />I STANDARD (3) 2X12 <br />risers. Handrail height measured vertically from the sloped plane adjoining the tread n <br />Q <br />STRINGERS W/ SIMPSON A35 <br />I <br />50 <br />ramp slope, shall be not less than 34 inches and not more than 38 inches. Handra <br />w <br />CLIP TO HDR. <br />eo <br />continuous for the full length of the flight, from a point directly above the top riser of th <br />= <br />2x12 HDR. w/ (3) 2x STUDS AT <br />above the lowest riser of the flight. Handrail ends shall be returned or shall terminate <br />EA. END FOR BEARING <br />1100 terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches <br />1x TREADS (TYP.) <br />r handrails. <br />2x8 LEDGER #2 SYP w/ <br />—_ —_ _— —_ <br />Grip -size: <br />CONT. <br />(3) 16d NAILS TO STUD <br />Handrails with a circular cross section shall have an outside diameter of not less than 11 <br />@ 16" O.C. <br />_ _ _ = <br />than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. <br />/ <br />LO <br />Guards: <br />Guards shall be located along open -sided walking surfaces, including stairs, ramps and <br />more than 30 inches measured vertically to the floor or grade below at any point within <br />the edge of the open side. Required guards at open -sided walking surfaces, including <br />/ <br />— — — — <br />or landings, shall be not less than 36 inches in height as measured vertically above the <br />/ <br />or the line connecting the leading edges of the treads. Required guards shall not have <br />surface to the required guard height that allow passage of a sphere 4 inches in diameter <br />L] F 7 F <br />Under -stair protection: <br />THRUST BLOCK SECURED TO <br />Enclosed accessible space under stairs shall have walls, under -stair surface and an <br />SLAB w/ 1/4"X3 1/2" TAPCONS <br />enclosed side with 1/2-inch gypsum board. <br />@16"O.C. <br />STAIR SECTION <br />SCALE: 1/2"=1'-0" <br />C'3 <br />zo <br />_o <br />z� <br />z� <br />"::, <br />a <br />D <br />U, z <br />Ln (D <br />w <br />M <br />�V — <br />Ow <br />01- <br />�� <br />M c3 <br />CII N <br />LU <br />F= U <br />p <br />N �6 Cl) <br />O O O <br />-5 li 00 <br />�3 <br />Q O11 <br />OI <br />.4 O <br />Qv <br />Q O <br />N b <br />O O h N <br />O = <br />O p CC.?. <br />Z <br />Z W �M�Z �'jz <br />U) <br />~moo w <br />W <br />W <br />Z QLLe <br />m =' <br />m <br />•,..�'C•8..- <br />L <br />-.`• � �I�4 �5 �Y <br />��oO <br />*� �,•,, � Alf.."...c�ta� <br />s <br />�. <br />t <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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />50 <br />Z <br />0 <br />w� <br />za <br />w¢irlr <br />ZOO <br />Z Q� <br />< <br />��wz <br />r/1 <br />C ) <br />Soe J Lu <br />J <br />O0�Co <br />o <br />U W FW N <br />�Zo <br />Lu <br />LA <br />i <br />> <br />w <br />0 <br />Z O <br />2:z <br />C <br />N <br />o <br />z. <br />J W <br />= <br />00OZ <br />Y <br />~ UO <br />f t <br />ALr) <br />U <br />N <br />zWQ <br />�o�o <br />Z <br />Z <br />+—� <br />28-O <br />(30,r, <br />J <br />�--I <br />W <br />5' <br />¢ <br />¢ w W O <br />�7 Y U <br />to <br />ro <br />z <br />Z <br />�irZ <br />¢�S <br />0 <br />cc) <br />� <br />W <br />0 <br />a <br />o <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAMES <br />VERSION NO. 5ol <br />SHEET NO. <br />2.0 <br />