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Cn <br />UP <br />CD <br />CD <br />5,4 <br />L0 <br />C-1 <br />0 <br />LZ <br />CL <br />E <br />0 <br />IR <br />1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. <br />STAIR CALCUTIONS: <br />TOTAL RISE = V-0 314- <br />(16) RISERS AT 7 9/16- <br />10"TREADS W/ 1"NOSING <br />CONT. HANDRAIL2 <br />RETURN TO <br />WALL DETAIL <br />A SCALE: NTS <br />60 <br />3/4" PLYWOOD <br />DECKING <br />L9 <br />60 <br />STAIR SECTION <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 1/2 Inch. A nosing projection not less than 314 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. Handralls 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 />SCALE: 1/2"=V-0" <br />MIRROR <br />F <br />LOW An <br />I <br />oil <br />KITCHEN ISLAND <br />X <br />TUB/SHOWER FINISH <br />PER FLOOR PLAN <br />F-MAN Mm <br />9 <br />L_J L <br />4 <br />50 <br />OPT. REF. <br />KITCHEN <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />41% <br />MIRROR SHWR. SHWR. DOUBLE <br />VARIES CURTAIN HEAD RODS <br />ROD 0 0- <br />24" TOWEL BAR TOWEL BAR IN <br />UJ ON WALL ABOVE TUB OR SHWR. <br />TOILET n LU <br />TOWEL BAR <br />> ON BATHROOM WALL <br />SHWR. <br />MEDICINE <br />UJ C <br />00 VALVES <br />CABINET <br />TOILET <br />SOAP <br />_4 50 <br />PAPER DISH -1 <br />0 to <br />HOLDER -1 <br />C LO <br />0 <br />14, 02 0— ICE <br />U_ U_ Z lid, <br />< < I ce) <br />> > <br />0 <br />M CINI F0 4- C14 TUB <br />CIO co FIN. FLR. Ul �1 .1 J .1 <br />BATHROOMS, SHOWERS AND TUBS <br />SINGLE <br />ROD <br />CLOSETS/LAUNDRY <br />71119 "0 <br />60 <br />9 <br />M <br />;D <br />-1 <br />co <br />MIRROR <br />9 <br />60 <br />9 <br />Z <br />BATH 3 <br />NJ HOOD Ll LA IU <br />-1 1 __ - <br />11L RANG.E <br />KITCHEN <br />I <br />9 <br />INTERIOR ELEVATIONS <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 />OVERHANGS THAT <br />EXCEED12"MAY <br />REQUIRE A SUPPORT <br />BRACKET 6" H BASE <br />0 FINISHED CABINETS - <br />0 <br />0 COUNTER TOP <br />Lf) <br />C11) <br />cle) <br />I <br />FIN. FLR. <br />SHELVING <br />00 <br />U_ <br />C <br />C <br />10 <br />a- <br />0 <br />2x <br />c9 <br />FRAMING <br />Zo <br />1/2" GYP <br />BOARD — <br />11-21' <br />CABINETS - <br />ISMS". <br />SCALE: 1/2"=V-0" <br />0 <br />ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DIAGRAM <br />SCALE: 1/2"=V-0" <br />en <br />C%4 <br />C* <br />Cr <br />S <br />CM <br />Z <br />cc <br />Cy <br />C-2, CIA <br />CP <br />9Z <br />E <br />p <br />tj <br />ftz <br />;�,?,o W <br />S <br />Z <br />% <br />< <br />X� <br />F L <br />4-- * * <br />0 <br />vx� <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained witirin these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal Is only for <br />the structural engineedng portions of the drawing pages bearing <br />Engineer's signature and seal. <br />0) <br />W <br />E <br />Lo0 <br />V) <br />(� , f <br />6) <br />9i IC-4 01 <br />LL <br />Z <br />0 0 <br />W <br />W <br />CP <br />3 <br />IL <br />cuo) 0 <br />Z <br />0 <br />W <br />013 <br />(D <br />U) <br />V) <br />4 <br />.2 <br />4- <br />LL <br />LU <br />0 <br />L, <br />U <br />< <br />_J <br />LL. <br />E <br />Z a <br />0. <br />Wg <br />E <br />V <br />�� <br />Z.� <br />0 <br />�1 <br />C,> <br />0 <br />C111) <br />0 <br />0 <br />LO <br />a- <br />LO <br />J Lf) <br />0 <br />LO <br />U) <br />M <br />cc) <br />L_ <br />LO <br />0 <br />c) <br />N <br />C) <br />C:) <br />LL <br />0) <br />LO <br />.41 <br />LO <br />ce) <br />0 <br />Z <br />E C—) <br />E <br />M <br />ir <br />;.; <br />0 0 <br />0 _J <br />'D M <br />< a 1 <br />3 <br />JOB <br />NO: <br />23-00525 <br />SCALE : <br />AS NOTED <br />SHEEr NO. <br />2 <br />