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3 <br />m <br />LO <br />0 <br />0 <br />rn <br />LO <br />0 <br />C <br />Cr <br />O <br />�o <br />N <br />J <br />0 <br />I <br />x <br />m <br />L0 <br />0 <br />C) <br />L0 <br />v <br />O <br />LO <br />L <br />v+ <br />C <br />O <br />3 <br />Q <br />N <br />N <br />c- <br />r� <br />N <br />i <br />t� <br />U <br />v <br />j <br />0 <br />L <br />O <br />J <br />0 <br />ZZ <br />:3 <br />0 <br />0 <br />i1. <br />C) <br />N <br />M <br />LO <br />ui <br />a <br />m <br />0 <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />I <br />MIRROR <br />_ <br />/ <br />VARIES <br />/ <br />ULU <br />MEDICINE <br />CABINET <br />00 <br />OQ <br />OQ <br />LL <br />O <br />CV <br />M M <br />M M <br />OP <br />80 <br />O <br />F- <br />0 <br />i0 <br />TUB/SHOWER <br />FINISH PER <br />FLOOR PLAN - <br />MIRROR <br />OC <br />a <br />FEE0 � o <br />DW <br />0 <br />KITCHEN ISLAND <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />SHWR. SHWR. <br />CURTAIN HEAD <br />ROD <br />Z <br />24" TOWEL BAR TOWEL BAR IN <br />d <br />ON WALL ABOVE TUB OR SHWR. <br />TOILET TOWEL BAR <br />a <br />ON BATHROOM WALL <br />SHWR. o <br />_ <br />VALVES <br />TOILET CO SOAP <br />00 <br />PAPER `D DISH <br />U <br />HOLDER b <br />FIN. FLR. <br />0 0 <br />iv M TUB <br />DOUBLE <br />RODS <br />00 <br />LO <br />TUB/SHOWER <br />FINISH PER <br />FLOOR PLAN - <br />KITCHEN <br />BATH 2 <br />T <br />CONT. HANDRAIL <br />MIRROR <br />OPT. <br />REF. <br />KITCHEN <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 />12" FOR PANTRY CABINETS <br />SINGLE OVERHANGS THAT <br />ROD EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />BRACKET <br />IX <br />36 H BASE <br />o <br />FINISHED CABINETS <br />COUNTER TOP 30" H BASE <br />�D <br />CABINETS <br />80 <br />00 <br />00 <br />o <br />, <br />u- <br />(` <br />r <br />0 <br />V-2" <br />CO <br />2x <br />11? <br />00 <br />FRAMING <br />O <br />O <br />r I- C'7 <br />c0 <br />_ <br />1/2" GYP N N <br />N <br />M <br />BOARD <br />FIN. FLR. J J <br />J <br />i FIN. FLR. <br />2x P.T. SOLE PLATE <br />BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AN MOUNTING DETAILS_ <br />SCALE: 3/8"=1'-0" <br />y <br />0 <br />M <br />MIV <br />Y'- -7L_ <br />�4 <br />7 3 <br />" PLYWOOD @ LANDING <br />X�VL— <br />2x8 #2 SYP JOISTS @LANDING <br />w I@ 16" O.C. w/ SIMPSON A35 CLIP �11 <br />OR LUS26 HANGER EA. SIDE SEE I— <br />Z I PLAN FOR CLG. HT. 10 <br />w I2x12 HDR. w/ (3) 2x STUDS AT <br />EA. END FOR BEARING 9 <br />STANDARD (3) 2X12 <br />STRINGERS W/ SIMPSON A35 <br />= CLIP TO FLOOR SYSTEM <br />00 -Ito <br />1� <br />CONT. <br />HANDRAIL <br />7 2x8 LEDGER #2 SYP <br />1x RISERS & (P.T.) w/ (2) 1/4"x3 1/2" <br />TREAD (TYP.) TITENS TO MASONRY @ <br />16" O.C­ <br />5 <br />4 <br />3 <br />THRUST <br />THRUST BLOCK SECURED TO <br />SLAB w/ 1/4"X3 1/2" TAPCONS <br />@ 16" O.C. <br />0 <br />i0 <br />OWNER'S BATH <br />O <br />n <br />INTERIOR ELEVATIONS <br />SCALE:1/2"=V-0" 1 <br />STAIR CALCLITIONS: <br />TOTAL RISE = 10'-0 3/4" <br />(16) RISERS AT 7 9116" <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 />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 '/2 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 />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 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 />N <br />cV <br />O <br />N <br />.o <br />� W <br />U f1 C7 <br />— mx <br />- c U.. <br />. <br />cc O <br />N N •' <br />4 N � <br />��esC <br />CL) <br />�cc <br />add) <br />m <br />7 <br />N T�-� <br />C E <br />� O <br />d � <br />f <br />2 <br />. <br />X. <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 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />N <br />W <br />a <br />E <br />8 <br />V <br />O <br />N _ COO� N r <br />to <br />7��i N t0 to <br />N ~O <br />Q <br />iM LJi <br />aj M J <br />LL <br />J LL L L W <br />a <br />13Z <br />-vo, (L Y <br />0 <br />1% <br />W <br />L 7e CO o <br />i r- <br />Z <br />m <br />0 Z Q J <br />aN <br />O C) �d U <br />Z <br />r, W <br />W <br />❑ ❑ <br />z N <br />z � S <br />z o� <br />Q� <br />J <br />N <br />N <br />z <br />CD <br />(a) <br />o <br />4-1 <br />� � <br />U <br />0)W <br />0 <br />s <br />(n <br />C N <br />Y <br />C) c <br />W J <br /><0 <br />= t N <br />U 9� <br />0 <br />Lv <br />o <br />9 <br />W <br />COo <br />¢ <br />Z <br />0- E <br />0 <br />Z <br />0o <br />wz <br />� <br />0� <br />z® <br />oa <br />V <br />ao <br />'0 <br />OU <br />S <br />Z <br />0 <br />—E <br />CO'J N <br />E o <br />< <br />0 Z <br />ww <br />o <br />�t <br />C/) C <br />U <br />mo <br />z <br />Z <br />N J <br />m0 <br />7� <br />QZ <br />z <br />uNi <br />d <br />< <br />o <br />ZZ <br />go <br />Q <br />�w <br />W <br />U <br />w3 <br />a <br />~ <br />oLL <br />o <br />w <br />m` <br />>O <br />a <br />v <br />za <br />°3 <br />`LO <br />rn <br />J <br />T <br />Cr <br />r <br />Y <br />Y <br />M <br />m <br />LO <br />¢I <br />O <br />N <br />C) <br />O <br />O0O <br />O <br />C') <br />T <br />E <br />'c Q <br />v <br />Z <br />v <br />E <br />iri <br />- <br />c <br />N <br />a. <br />E <br />IJ <br />Q p <br />JOB <br />NO: <br />22-06462 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.0 <br />111111111111W <br />