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I � I <br />P1 I <br />LO <br />L0 <br />Lr) <br />Cq <br />Fn <br />Q0 <br />C-4 <br />Ln <br />0- <br />%—J I-- <br />-��'P�0' N'� @­ '1'6""-o.-c.' Z��'F`R­OM EA. END. <br />CONT. HANDRAIL—/' <br />RETURN TO_ <br />WALL DETAIL, <br />A SCALE: NTS <br />00 <br />STAIR SECTION <br />SCALE: 1/2"=V-0" <br />STAIR CALCUTUNS: <br />TOTAL RISE = V-0 3/4' <br />(16) RISERS AT 7 9/16- <br />10"TREADS w/ I'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 />Windom: <br />VkAnder 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. V\Ander 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 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 />handralls. <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 />00 <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />MIRROR <br />VARIES <br />LIJ <br />MEDICINE <br />CABINET 00 <br />F- <br />lit 02 0— <br />U- U- Z <br />> > <br />co N ce) It <br />ce) co <br />9 <br />MIRROR <br />F- <br />9 <br />24" TOWEL BAR <br />ON WALL ABOVE <br />TOILET <br />TOILET <br />PAPER <br />HOLDER <br />rt d:=h <br />0 <br />-1 <br />C14 <br />FIN. FLR. <br />0. BATH <br />KITCHEN ISLAND <br />9 <br />F- <br />BATH 2 <br />F <br />9 <br />Li L] <br />OP <br />60 <br />Cn <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 0- <br />0 Z SINGLE <br />TOWEL BAR IN ROD <br />TUB OR SHWR. <br />n LIJ <br />TOWELBAR <br />ON BATHROOM WALL <br />SHWR. 0 <br />VALVES UJ -- <br />9 <br />SOAP_4 <br />(0 IV— 00 <br />DISH - <br />0 LO <br />9 <br />0 TUB <br />BATHROOMS. SHOWERS AND TUBS <br />CLOSETS / LAUNDRY <br />C? <br />00 <br />9 <br />M <br />9 = 1N <br />9 <br />�'01 <br />9 <br />�1) <br />9 <br />F- <br />00 <br />MIRROR <br />9 <br />00 <br />Z <br />[EE <br />BATH 3 <br />HOOD LJ <br />RANGE <br />KITCHEN <br />Mill <br />-1 <br />INTERIOR ELEVATIONS_ <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 />OVERHANGS THAT <br />EXCEED 12"MAY <br />REQUIRE A SUPPORT <br />X <br />0 <br />0 <br />b AU t F 36" H BASE <br />FINISHED CABINETS <br />COUNTER TOP 30" H BASE <br />CABINETS <br />C <br />1 <br />60 <br />00 <br />00 <br />9 <br />U- <br />C <br />LO <br />0- <br />0 <br />2x % <br />a. <br />>. LO <br />C <br />00 <br />- <br />FRAMING- <br />Z <br />(D <br />CY) <br />-1 <br />1/2" GYP C14 N <br />BOARD <br />FIN. FLR. <br />W4 <br />Ut <br />ut FIN. FLR., <br />1k <br />cut <br />2x P.T. SOLE PLATE-/ <br />SHELVING ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DIAGRAM_ <br />SCALE: 1/2"=1'41 <br />Cn <br />go <br />C-4 <br />C= M <br />-Cq 3g <br />co <br />Z <br />r Ca <br />01b <br />\ <br />4 <br />FLO <br />let kk\\\\\ <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />W <br />OT E <br />C'S 8 <br />0 <br />�; 7- 1 r�q <br />P, t-R <br />C', C, <br />LL u- <br />Z <br />0 <br />0 <br />LL. , <br />- — Lu <br />2 - , <br />M <br />W <br />Cl <br />12 0 <br />A 0 <br />T X <br />LL <br />C0 <br />0 . <br />L0 Cn Z < <br />N . . < 0 <br />0 L) <br />Z <br />W <br />Q W <br />00 <br />C4 <br />Ln <br />� <br />X <br />CD <br />U-J <br />0 <br />LLI Co. <br />(A <br />LLJ <br />8 <br />co <br />< <br />Mid <br />. <br />'I <br />Z <br />C"> <br />z <br />:E <br />E <br />R <br />Zo <br />L <br />E 8 <br />M5 <br />0. <br />10 <br />00 <br />0 <br />Z <br />E <br />-_(D <br />0 <br />0, <br />Z <br />Z <br />C/3 <br />S <br />!j <br />0 <br />0 <br />Z <br />, 0Z <br />CL <br />0. <br />>� <br />C) <br />0 <br />C� <br />C=� <br />, <br />�-J� <br />2. <br />.0 <br />ELI <br />03: <br />.0 <br />LO <br />t3) <br />03 <br />CD <br />a) <br />F- <br />L- <br />T- <br />co <br />J CY) <br />CN <br />CY) <br />C:) <br />C:) <br />U) .2 <br />CN <br />U) <br />U) <br />0) <br />co <br />LL <br />cr) <br />L0 <br />CY) <br />E <br />ce) <br />0 <br />Z <br />E <br />Z <br />E <br />0 0 <br />0 -J <br />M <br />0 <br />C <br />0 <br />-J <br />JOB <br />NO: <br />22-12365 <br />SCALE : <br />AS NOTED_ <br />SHEEr NO. <br />2.0 <br />