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HANDRAIL <br />OPT. <br />REF <br />I <br />KITCHEN <br />19 <br />RETURN TO <br />WALL DETAIL <br />SCALE: 1/2"=V-0" <br />42" H UPPER <br />CABINETS- <br />36" H UPPER <br />CABINETS — <br />16" FOR LINEN 30" H UPPER <br />CABINETS <br />12" FOR PANTRY <br />OVERHANGS THAT <br />SINGLE <br />EXCEED12"MAY <br />ROD <br />REQUIRE A SUPPORT <br />CLOSETS/LAUNDRY <br />cr <br />BRACKET 36" H BASE <br />0 <br />o <br />FINISHED CABINETS <br />COUNTER TOP 30" H BASE <br />0 <br />-1 <br />CABINETS <br />Z <br />0 <br />-1 <br />00 <br />50 <br />00 <br />I <br />C? <br />4- <br />F_ <br />LO <br />a_ <br />. <br />V-2" <br />0 <br />2x <br />U? <br />c? <br />FRAMING- C54 0 <br />C:) <br />1/2" GYP C14 <br />CN <br />BOARD <br />FIN.FLR. J <br />J <br />.11 <br />FIN. FLR.1 <br />L <br />b1t <br />�k <br />2x P.T_ SOLE PLATE — <br />SHELVING ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DETAILS <br />SCALE: 3/8"=V-0" <br />Lu <br />0 <br />Z <br />< <br />0� <br />< <br />__1 <br />0 <br />0 <br />C? <br />50 <br />I <br />2 <br />60 <br />Cn <br />C? <br />- 60 <br />9 <br />_7 <br />-7 <br />-7 <br />14 <br />713 <br />PLYWOOD @ LANDING <br />1 7,14 <br />L!2 <br />2x8 #2 SYP JOISTS @ LANDING <br />@ 16" O.C. wl SIMPSON A35 CLIP <br />OR LUS26 HANGER EA. SIDE SEE <br />PLAN FOR CLG. HT. <br />2x12 HDR. w/ (3) 2x STUDS AT <br />EA. END FOR BEARING <br />STANDARD (3) 2X12 <br />STRINGERS W/ SIMPSON A35 <br />CLIP TO FLOOR SYSTEM <br />7 <br />1x RISERS & <br />TREAD (TYP.) <br />3) 2X ' <br />W, S, MPSON A3' <br />OR SY TEM <br />7 <br />5 <br />4 <br />Z' U <br />THRUST BLOCK SECURED TO <br />SLAB w/ 1/4"X3 1/2" TAPCONS <br />@ 16" O.C. <br />CONT. <br />HANDRAIL <br />Ice <br />2x8 LEDGER #2 SYP <br />(P.T.) w/ (2) 1/4"x3 1/2" <br />TITENS TO MASONRY @ <br />16" O.C. . <br />60 <br />OWNER'S BATH <br />INTERIOR ELEVATIONS <br />SCALE: 1/2"=V-011 <br />STAIR CALCLITIONS: <br />TOTAL RISE= 1 U-0 3/4" <br />(16) RISERS AT 7 9/16" <br />10" TREADS w/ 1"NOSING <br />Stair and Rallinc <br />i General Notes <br />Stairway construction shall conform to the FBC Residential 7th Edition (2020) 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 />greate <br />Winders: <br />st tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. <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 />Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than <br />9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 <br />inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing <br />projection by more than 3/8 inch within a stairway. <br />Handralls: <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 1112 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 />11co than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. <br />r�l <br />Guards: <br />Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, <br />that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches <br />horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, <br />porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the <br />adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have <br />openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in <br />diameter. <br />Under -stair protection: <br />Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and <br />any soffits protected on the enclosed side with 1/2-inch gypsum board. <br />STAIR SECTION <br />SCALE: 1/2"=V-0" <br />C*%J <br />CP <br />C11 <br />C= <br />CX <br />:E <br />Cc r_� <br />CC <br />U- <br />cc <br />th <br />CL Z <br />2, W <br />J:1 <br />- OWN <br />1Z, <br />A <br />ul <br />Z <br />IV <br />4 <br />To the best of the Engineers knowledge, information and belief7 <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. 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