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HANDRAIL--/' <br />RETURN TO. <br />WALL DETAIL <br />42" H UPPER <br />CABINETS- <br />36" H UPPER <br />CABINETS- <br />30" H UPPER <br />16" FOR LINEN CABINETS - <br />12" FOR PANTRY <br />SINGLE OVERHANGSTHAT <br />ROD EXCEED12"MAY <br />REQUIRE A SUPPORT <br />CLOSETS/LAUNDRY <br />SCALE: 1/2"=V-0" <br />0� <br />MIAUNI= 1 36" H BASE <br />0 <br />0 <br />FINISHED CABINETS <br />COUNTER TOP - 30" H BASE <br />(D <br />0 <br />-1 <br />CABINETS <br />b <br />00 <br />00 <br />00 <br />C) <br />ILL. <br />10 <br />D_ <br />V-2" <br />0 <br />2x <br />L? <br />0? <br />FRAMING---------- <br />Z <br />1/2" GYP <br />c4 <br />BOARD <br />FIN. FLR. —J <br />FIN. FLR(N,l IL <br />2x P.T. SOLE PLATE - <br />SHELVING ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DETAILS <br />SCALE: 3/8"=V-0" <br />KITCHEN <br />TUB/SHOWER <br />FINISH PER <br />FLOOR PLAN <br />CONT. <br />HANDRAIL <br />im <br />2x8 LEDGER #2 SYP <br />(P.T.) w/ (2) 1/4"x3 1/2" <br />TITENS TO MASONRY @ <br />16" O.C. . <br />Ln <br />9 <br />60 <br />9 <br />F_ <br />16 <br />15 <br />14 <br />13T_ <br />__J <br />3/4" PLYWOOD @ LANDING <br />12 X <br />11 2x8 #2 SYP JOISTS @ LANDING <br />@ 16" O.C. w/ SIMPSON A35 CLIP <br />OR LUS26 HANGER EA. SIDE SEEi <br />PLAN FOR CLG. HT. <br />__�2x­12 HDR. w/ (3) 2x STUDS AT <br />EA. END FOR BEARING <br />8 STANDARD (3) 2X12 <br />STRINGERS W/ SIMPSON A35 <br />7 CLIP TO FLOOR SYSTEM <br />1x RISERS & <br />TREAD (TYP.) <br />4 <br />3 <br />2 <br />THRUST BLOCK SECURED TO <br />SLAB w/ 1/4"X3 1/2" TAPCONS <br />@ 16" O.C. <br />ui <br />0 <br />Z <br />W <br />_J <br />W <br />OWNER'S BATH <br />INTERIOR ELEVATIONS I <br />SCALE: 1/2"=V-0" <br />STAIR C ki-CLITIONS: <br />TOTAL RISE = 10'-0 3/4" <br />(16) RISERS AT 7 9/16" <br />10" TREADS w/ 1" NOSING <br />Stair and Railing 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 />greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. <br />Winders: <br />VVinder 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 Y2 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 />;o above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety <br />00 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 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 112-inch gypsum board. <br />STAIR SECTION <br />SCALE: 1/2"=V-0" <br />CW3 <br />4WD <br />:� UJ <br />C3 <br />LA_ <br />Q_ <br />C= <br />CN <br />Cc <br />C14 <br />W <br />E <br />f <br />E- <br />lilt <br />T.,p 0 WN <br />C-i <br />4- <br />U <br />6 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and sea] is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W <br />W <br />E <br />CD R c, <br />C� C) C: 0 <br />0 <br />co 10 <br />Z <br />(D <br />6 <br />co --T <br />UJ <br />CU <br />Z <br />'a CL �e <br />M C - <br />1E :2 C? <br />LU <br />:5 0 <br />0 <br />co <br />UM <br />M <br />Q� 0 <br />0 C) < 0 <br />Z <br />2 1�2 <br />< <br />cl- <br />Ln <br />D <br />0 <br />4.1 <br />LU <br />ullft <br />Lij <br />E <br />Cl> <br />cl� <br />Z <br />Z <br />< <br />LL, <br />cd, E <br />0 <br />E 0 <br />cu <br />U, I <br />!� Z <br />ZO <br />Z, <br />F_ <br />mi , <br />00 <br />E <br />< <br />0 < <br />Z <br />1:, <br />co <br />t <br />0 <br />Z <br />0 <br />-W Z <br />W <br />CID <br />< Z <br />W <br />.0 <br />01 <br />Z <br />C <br />0 <br />8 <br />Z <br />< 0 <br />C) <br />Z <br />J <br />Will! <br />1< <br />0 <br />6 <br />C) <br />LO <br />LO <br />0­1 <br />(D <br />F— <br />CY) <br />141- <br />J C:� <br />07 <br />0 <br />0 <br />C) <br />U) <br />04 <br />.2 <br />L0 <br />0 <br />0 <br />U_ co <br />0) <br />_lie 04 <br />C:) <br />-0 <br />cc F4 <br />00 <br />00 <br />r- <br />LO <br />C,e) <br />< <br />L0 <br />00 <br />L0 U') <br />E <br />-2:1 <br />C.0 <br />0 <br />Z <br />CU <br />Z <br />E <br />C <br />co <br />E <br />0 0 <br />_0 <br />a) <br />< <br />_J <br />JOB <br />NO: <br />23-06140 <br />SCALE : <br />AS NOTED <br />SHEEr NO. <br />2 <br />I I I IF-F-F-UTIT -1-T, 11 I'l 11 1 � I I i � 1, 113. . , ,, III I I - I I AF- __F__ - � 11 __ I i I - - � I -T - <br />