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I 80 LO I 00 M LO I 00 C, !R KITCHEN MIRROR IX MASTER BATH 36" H. CONT. GRASPABLE RAILING 101, 42" SLOPING 9 HALF WALL 8 EE 7 121 0 8 9 1x8 CAP & Z 6 CASING 5 1 x TREAD (TYP.) 1 IS S ;P.) x RISERS (TYP.) X (3) 2x12 STRINGERS 2 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3"FROM EA. END. POWDER 15 14 13 12 11 J"PLYWOOD@ LANDING 2x12 HDR. w/ (3) 2x STUDS AT EA. END FOR BEARING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A35 CLIP TO FLOOR SYSTEM KITCHEN OP BD co MIRROR 0 —A. �A— LLL=� TQAV am TOTAL RISE = 10'-0 3/4" (116) RISERS AT 7 9/16' 10" TREADS w/ 1" NOSING Stairway construction shall conform to the RBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height. The riser height shall be not more than 7-3/4 inches. The riser shall be measured vertically between leading FIN. FLR. edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: V%Ander treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. VVinder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. The radius of curvature at the nosing shall be not greater than 9/16 Inch. A nosing projection not less than 3/4 inch and not more than 1-1/4 inches shall be provided on stairways with solid risers. The greatest nosing FIN. FLR. @ LANDING projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handraft: Handralls shall be provided on not less than one side of each continuous run of treads or flight with four or more 2x8 LEDGER #2 SYP (P.T. risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of IF MAS.) w/ (3) 16d NAILS ramp slope, shall be not less than 34 inches and not more than 38 inches. Handraills for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly TO STUD OR (2) 114-x3 1/2" above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety TITENS TO MASONIRY@ terminals. Handrails adjacent to a wall shall have a space of not less than 1-1/2 inches between the wall and the 16" O.C. handralls. 2x8 #2 SYP JOISTS @ Grip -size: LANDING @ 16' O.C. w/ Handrails with a circular cross section shall have an outside diameter of not less than 1-1/4 inches and not SIMPSON A35 CLIP OR greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. LUS26 HANGER EA. SIDE Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface 2X FRAMED WALL or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. E? 60 mile KITCHEN ISLAND 9 M MIRROR 0 �Aft J- 7-7 BATH 3 INTERIOR ELEVATIONS SCALE: 1/2"=V-0" STAIR SECTION SCALE: 1/2"=V-0" ova ;Z E31 4--J LU 1 0 LU th = D66 =:) C) (-Xid-09 AN-C - 13 -D-C C4 0 LL LZU V 7"', 4C cam �S E 1b < F 10 /�OFEOSS% To the best of the Engineers knowledge, information and bellef, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential ft Edition. En~s signature and seal is only for the structural engineering portions of the drawing pages bearing En~s signature and sea]._ LENNARI 4600 W. Cypress St Sufte 200 1 Tampa, FL 33607 www.LennarTampa.com 1 9 ui Z Z, 8 LU 0 M Er Z '0 %%.000 0 V) 3. cr LLJ V) M P < r4 Ln Lu Z Z r4 (N Ln Lli < < Z co 0 Lt.) 06 Z Z :5 UJ M: rn 4 1 0. (A 5 SCALE AS NOTED DATE 4/13/2018_ TECH: JMUROSIa VERSION NO 4ol SHEET NO. 2