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1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. <br />STAIR CALCLITIONS: <br />TOTAL RISE = 10'-0 3/4" <br />(16) RISERS AT 7 9/16" <br />10" TREADS wl 1" NOSING <br />T <br />CONT. HANDRAIL <br />RETURN TO <br />WALL DETAIL <br />A SCALE: NTS <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 Gear 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 />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 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 />anv soffits protected on the enclosed side with 1/2-inch gypsum board. <br />3/4" PLYWOOD <br />DECKING <br />V <br />i9 <br />80 <br />4 <br />MIRROR <br />n <br />IF: - _7_J <br />I L <br />0. BATH <br />op <br />60 <br />KITCHEN ISLAND <br />00 <br />TUB/SHOWER FINISH <br />PER FLOOR PLAN -- <br />BATH 2 <br />'co <br />Q <br />CV <br />rLI <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 />MIRROR DOUBLE <br />SHWR. SHWR. <br />CURTAIN HEAD RODS <br />VARIES / � ROD <br />0 Z <br />24" TOWEL BAR TOWEL BAR IN g <br />W ON WALL ABOVE TUB OR SHWR. 11= <br />TOILET TOWEL BAR—-2—=—" aW <br />/ ON BATHROOM WALL O <br />MEDICINE 9 _ SHWR. 00— UJ <br />CABINET 00 I _ VALVES _ = o <br />TOILET C° SOAP <br />PAPER C° o DISH U <br />HOLDER r141) <br />O 0 - � Oto <br />O <br />Z Z <br />O <br />o > 1:j <br />FBI > o <br />M04 0 M <br />MM r <br />cn 71 N TUB <br />_ FIN. FLR. <br />BATHROOMS, SHOWERS AND TUBS <br />SINGLE <br />ROD <br />CLOSETS / LAUNDRY <br />co <br />00 <br />u <br />4 <br />M <br />T <br />M <br />MIRROR <br />0 <br />h <br />4 <br />60 <br />M <br />BATH 3 <br />HOOD <br />RANG <br />KITCHEN <br />i <br />11ul <br />izj <br />i <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 />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />O BRACKET 36" H BASE <br />FINISHED CABINETS- <br />0 COUNTER TOP 30" H BASE <br />O <br />00 <br />LL <br />= Lo a. <br />CO O 2X <br />It C <br />a t 00 FRAMING <br />r � r r <br />1 /2" GYP <br />Cf) BOARD — <br />T <br />SHELVING <br />CABINETS - <br />ZIN <br />V-2" <br />SCALE: 1 /2"= V-0" <br />�1N O O <br />C14 M N N <br />FIN. FLR. <br />III <br />ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DIAGRAM <br />ea <br />eat <br />0 <br />c�lr <br />N c <br />m�• <br />G W <br />IL s c <br />1S O <br />C co 7•C <br />r Z U_ 0. <br />� go <br />".0 <br />N O <br />4 d N <br />m <br />a u •3 i <br />. �o <br />�o <br />Q. v <br />w <br />SRO W <br />�n6 CV. <br />• <br />J f. <br />• • � <br />• • ..... • <br />^.;;ter,• QR <br />C ESA,. `,,� <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 Florida Building Code - <br />Resldential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />0) <br />a631 <br />M <br />LLLL LL <br />a <br />52 <br />00 <br />g ;; nw. <br />Nip O <br />Z � M Z d {J� <br />F <br />CLW <br />J <br />Z OU 10) <br />L) U) <br />W ❑❑ <br />^� <br />_0 <br />Z� <br />J <br />U) IL �N <br />f•f <br />C� <br />N <br />to <br />O ,. <br />N � <br />s <br />_ <br />U <br />c <br />z <br />LL C <br />� p C <br />Q <br />ao <br />G u <br />ZrN <br />Z <br />_ <br />O <br />E <br />= <br />g <br />U 0 <br />� <br />°Z <br />Z <br />`� <br />t <br />< ° <br />o <br />Z <br />ru <br />o <br />N <br />�Z <br />ZZ�U <br />Q) <br />J <br />O <br />Q <br />�? <br />O <br />�O <br />W <br />m�C <br />w a <br />_ <br />Mills <br />� <br />ZQ <br />c <br />Uyi <br />r <br />= <br />LOLO <br />rn <br />�-. <br />ca <br />O <br />J <br />T.. <br />Y <br />W <br />Coy <br />'' ^^ <br />I <br />IV— <br />c) <br />CF) <br />cod <br />ca <br />-� 0N <br />CV <br />O <br />LO <br />CNN <br />00 <br />r N <br />LO <br />Q Lf) <br />T <br />CM r <br />o <br />Z <br />r0 <br />E O Cn <br />E <br />@ <br />a <br />v <br />L) ¢ o <br />c <br />°i <br />JOB <br />NO: 23-00521 <br />SCALE : AS NOTED <br />SHEET NO. <br />2 <br />