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a k�)- <br />1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. <br />STAIR CALCUTIONS: <br />TOTAL RISE = V-0 3/4" <br />(16) RISERS AT 7 9/16" <br />10" TREADS w/ 1" NOSING <br />SIN <br />*TN <br />CONT. HANDRAIL <br />RETURN TO <br />WALL DETAIL <br />( A SCALE: NTS <br />3/4" PLYWOOD <br />DECKING <br />I <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 7314 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 />SCALE: 1 /2"=V-0" <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />OP <br />60 <br />MIRROR <br />a <br />—r- I A <br />0. BATH <br />I <br />ib <br />ib <br />� 0 O— <br />DW <br />KITCHEN ISLAND <br />80 <br />O <br />r <br />TUB/SHOWER FINISH <br />PER FLOOR PLAN <br />MIRROR <br />BATH 2 <br />M <br />0 <br />CV <br />0 <br />M <br />� 0 <br />OPT. REF. <br />KITCHEN <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />MIRROR SHWR. SHWR. DOUBLE <br />CURTAIN HEAD RODS <br />VARIES / ROD <br />114 Z <br />24" TOWEL BAR TOWEL BAR IN <br />W ON WALL ABOVE TUB OR SHWR. <br />Q <br />TOILET TOWEL BAR <br />> / ON BATHROOM WALL <br />o SHWR. o <br />MEDICINE -i I _ VALVES W = <br />CABINET TOILET 00 = o <br />SOAP F- <br />PAPER (.0 o DISH v00 <br />} I HOLDER _ _ <br />r 0 <br />pZ pZ ��- _ co <br />LL U_ O ' <br />p N> O M 0 M <br />N <br />co co TUB <br />co FIN. FLR. <br />BATHROOMS, SHOWERS AND TUBS <br />SINGLE <br />ROD <br />CLOSETS / LAUNDRY <br />eo <br />ib <br />N <br />O <br />M <br />0 <br />N <br />O <br />I\ <br />MIRROR <br />60 <br />jr � <br />III <br />BATH 3 <br />KITCHEN <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 />00 <br />W <br />C° 0 2x <br />r >- M 00 FRAMING <br />1 /2" GYP <br />c?BOARD - <br />T <br />FIN. FLR. <br />SHELVING <br />CABINETS - <br />rIN <br />V-2" <br />'—O <br />O <br />M <br />CV <br />2x P.T. SOLE PLATE' <br />ISLAND COUNTER <br />SCALE: 1 /2"=V-0" <br />O <br />� <br />CV <br />N <br />FIN. FLR. <br />CO <br />I <br />O 00 <br />O 00 <br />CABINET BLOCKING <br />BLOCKING AND MOUNTING DIAGRAM <br />SCALE: 1 /2"= V-0" <br />c.t <br />e�� <br />C <br />CIO <br />c�+l <br />= <br />CD <br />>✓Z__ <br />.. <br />U C`J <br />O] <br />L <br />•y'19 <br />tV � <br />ftl `LL � u11 <br />E <br />�o <br />e�l4'lia���lt� <br />- <br />eZ;01"'111Id <br />CNf <br />f <br />-J <br />+fir CV <br />'sr <br />To the best of the Engineers 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 <br />7th Edition. Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />M <br />W <br />OAS <br />SEE <br />O <br />M U <br />O <br />o <br />°NN' <br />(A <br />r0 � <br />cnr-� <br />In <br />N M � � LL <br />J <br />LL LL LL <br />J R <br />- a LU <br />d Y <br />Z <br />3 cc O O <br />N <br />W <br />(0 �_ <br />U) <br />m <br />J <br />N <br />U ¢ o <br />Z <br />O ) <br />U rn <br />W <br />❑ ❑ <br />Ep <br />z N M <br />o� <br />z .0 N <br />—a <br />Q <br />J <br />N <br />M <br />z <br />0 <br />p �° <br />V <br />1W <br />0 <br />C!i <br />,,, o <br />c <br />U <br />wJ <br />L <br />N <br />z <br />U o N <br />o <br />C In T <br />Q N <br />M <br />o <br />w <br />M <br />z <br />o� <br />Z <br />Q <br />Q E <br />oo <br />Q� <br />E <br />Z© <br />U <br />CQ <br />— <br />2 ,) <br />X U <br />00 <br />� U <br />0 <br />0 E <br />CN _ <br />'.¢ <br />o <br />¢o <br />G <br />OZ <br />aZ <br />�L4 <br />ru <br />p <br />m 0 <br />U, <br />- _ <br />-2 <br />OZ <br />Z, <br />Z <br />�>�0 <br />> <br />of <br />g0 <br />Q <br />w E <br />a <br />�Z <br />C> <br />a <br />S Y <br />CD <br />CD <br />zl¢ <br />0 3 <br />N T <br />1 <br />d; <br />' ^ <br />u l <br />6 <br />C' rn <br />.-�LO <br />co <br />I— <br />L <br />0 <br />O <br />:3 <br />(o <br />O <br />J <br />T <br />U) m <br />N <br />m <br />C <br />r <br />� <br />-2 N <br />� <br />I <br />N <br />O <br />CID <br />Cco 5 <br />CV <br />ai <br />CDLO <br />CMc0 <br />M <br />Q <br />to <br />T' <br />E <br />E <br />cY <br />z <br />z <br />E <br />ri <br />cC <br />E <br />U J <br />'0 °� <br />Q <br />c <br />J <br />JOB <br />NO : <br />22-09412 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.0 <br />' rc �'>'# <br />4 �g <br />::.e.. <br />low,d._�..>.�3�'�?�w�.'h.,...,,.._....�,,, ..:..-...-�,. _..__-.. __.....,.-�' �'R�?5�i .�...._s .,., .. _7.,,.........,«...... a.,.. ._.._ _,... s..r..77777 - _... ....... - ..._. _ ..- .. _ _ ;ic. i.�..... .. ..-,-L:. ... - ., __.. .,._,.__,...._- .., .�.., ....... <br />