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&Z <br />3 <br />r7 <br />M <br />L0 <br />0 <br />Cr <br />i <br />O <br />0 <br />J <br />rn <br />CV <br />O <br />N <br />a <br />rr) <br />r) <br />rn <br />L0 <br />v <br />f� <br />0 <br />00 <br />C5 <br />01 <br />J <br />co <br />0 <br />I <br />N <br />, <br />L0 <br />v <br />a <br />r/ <br />0 <br />3 <br />¢ <br />N <br />N <br />v <br />a <br />W <br />0 <br />0 <br />0 <br />J <br />0 <br />•U <br />J <br />N <br />0 <br />W3 <br />0 <br />0 <br />a <br />N <br />N <br />M <br />0 <br />U <br />W <br />QZ <br />X <br />,o <br />0 <br />+=rN <br />T <br />SIN <br />r <br />—J <br />CONT. HANDRAIL <br />RETURN TO_ <br />WALL DETAIL <br />(:A) SCALE: NTS <br />TAPCONS @ 16"o.c. AND 3" FROM EA. END. <br />STAIR SECTION <br />SCALE: 1 /2"=V-0" <br />STAIR CALCUTIONS: <br />TOTAL RISE = 10'-0 314" <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 />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 '% 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 />3/4" PLYWOOD <br />DECKING <br />in <br />r <br />00 <br />50 <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />MIRROR <br />VARIES / <br />W <br />Q <br />> / <br />MEDICINE o <br />CABINET 00 <br />OZ OZ <br />O > CV > <br />Co 04 co M <br />80 <br />24" TOWEL BAR <br />ON WALL ABOVE <br />TOILET <br />I <br />TOILET <br />PAPER <br />HOLDER <br />0 <br />CN <br />FIN. FLR. <br />0 <br />F- <br />MIRROR <br />O. BATH <br />00 <br />ip <br />milli <br />Ll <br />KITCHEN ISLAND <br />60 <br />BATH 2 <br />CO <br />O <br />FV <br />O <br />M <br />OPT. REF. <br />KITCHEN <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />SHWR. SHWR. DOUBLE <br />CURTAIN HEAD RODS <br />ROD <br />Z SINGLE <br />TOWEL BAR IN ROD <br />TUB OR SHWR. <br />TOWEL BAR—��, a <br />ON BATHROOM WALL <br />SHWR. o 0 <br />VALVES W o <br />00 a:r <br />C° SOAP - <br />CO O 00 <br />o DISH U <br />LO <br />r <br />dr o d- CO <br />r co <br />M <br />TUB <br />BATHROOMS, SHOWERS AND TUBS <br />CLOSETS / LAUNDRY <br />00 <br />50 <br />O <br />M <br />O <br /><N <br />F- <br />MIRROR <br />0 <br />rr <br />0 <br />60 <br />9 <br />ih <br />0 <br />BATH 3 <br />IMEM <br />L171, <br />ul-11 I <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 />BRACKET 36" H BASE <br />O FINISHED CABINETS - <br />o COUNTER TOP rr <br />30 H BASE <br />O <br />00 <br />LO a <br />O 2x <br />T } i. 00 FRAMING <br />'— Ch Cfl <br />1/2" GYP <br />_C;' BOARD — <br />T <br />FIN. FLR. <br />2x P.T. <br />SHELVING <br />CABINETS - <br />ISLAND COUNTER <br />SCALE: 1 /2"= V-0" <br />O <br />r <br />CV CV <br />FIN. FLR. <br />CABINET BLOCKING <br />BLOCKING AND MOUNTING DIAGRAM. <br />N - <br />O <br />N <br />00 <br />Ckc <br />C1. <br />a �W <br />og <br />e <br />O <br />... M C �.. <br />N d <br />_ CD <br />�E <br />�v <br />M <br />NO <br />CV <br />cP <br />M <br />�• , v Wit'?, �'✓n <br />s� <br />�,�� �-� <br />STATE sue`, <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within <br />these <br />drawings comply with the 2020 Florida Building Code <br />- <br />Residential <br />7th Edition. Engineer's signature and seal <br />is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />H <br />W cr o <br />Q 0O - U N v <br />, m <br />o6,D <br />0 11 N # t <br />-° <br />LL <br />(n U' r W LL <br />m LL LL 1 <br />J Z <br />103 Q �Mr� a <br />Z Co V 0,2 �:5-L-C�, Co Lu 00 <br />99 <br />�o Y. � <br />� <br />Z Z <br />L LL <br />N Cl) <br />Z <br />01 <br />F- <br />Z V ❑❑ <br />❑ <br />W <br />M 0 <br />z N (n <br />o g <br />z o � <br />z � N <br />J <br />N <br />c+, <br />N z <br />0 <br />w � <br />� a <br />U <br />O w o <br />V) r <br />�N <br />Asa <br />�(xf <br />L Lr J <br />E <br />W g <br />o <br />li ��II U Y <br />e <br />o <br />M <br />M <br />J <br />J <br />N <br />ZO <br />w <br />z <br />z <br />G <br />> <br />W <br />Qz <br />to <br />U <br />zo <br />o� <br />z <br />> <br />o <br />z0 <br />oa <br />F— M2, <br />o <br />o <br />r0 <br />< <br />w z <br />00 <br />0< <br />�� <br />W Z <br />ti <br />0 <br />C/J <br />o <br />Zm <br />¢ z <br />0� <br />�m <br />m O <br />0� <br />¢w <br />a� <br />s�QZ <br />�z <br />Z <br />m <br />as <br />az <br />aLL <br />w <br />=� <br />o <br />w¢ <br />�o <br />a <br />10 <br />0 <br />a,� <br />J <br />LO <br />LO <br />r� <br />c~ <br />J LO <br />O <br />LO <br />J <br />T <br />U �+ <br />T <br />U) m <br />m <br />V1 <br />QI <br />Cn <br />M <br />Q N <br />O <br />CN <br />M <br />Q LOLO <br />r <br />r <br />CEO M <br />ili <br />E <br />w M <br />= 00 <br />o <br />Z <br />ca <br />Z <br />3 i6 <br />O <br />a <br />E <br />0 � Q o <br />� <br />JOB <br />NO: 23-02469 <br />SCALE : AS NOTED <br />SHEET NO. <br />2 <br />