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1I Ip IT p.l li <br />Oo <br />00 <br />O <br />n <br />TUB/SHOWER <br />FINISH PER <br />FLOOR PLAN - <br />MIRROR <br />BATH 3 <br />oc <br />oc <br />KITCHEN ISLAND <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 <br />SHWR. SHWR. <br />VARIES CURTAIN HEAD <br />ROD o-- <br />24" TOWEL BAR TOWEL BAR IN <br />w ON WALL ABOVE TUB OR SHWR <br />TOILET TOWEL BAR <br />ON BATHROOM WALL <br />MEDICINE 9_ SHWR. <br />00 <br />CABINET I VALVES o v <br />TOILET `O SOAP <br />PAPER �O DISH C <br />HOLDER O <br />- 10 <br />_ W_ _ o <br />�Z OILLZ d o <br />O CV p M 0 <br />MM `� N TUB <br />BATHROOMS, SHOWERS AND TUBS <br />0 <br />Z <br />d <br />Cr <br />w <br />n. <br />C7 <br />W <br />ao = <br />K-3mkl <br />J <br />U <br />DOUBLE <br />RODS <br />00 <br />LO <br />TUB/SHOWER <br />FINISH PER <br />FLOOR PLAN <br />KITCHEN <br />' I <br />MIRROR <br />I <br />rt -- <br />I / <br />I O <br />i <br />Oo <br />Q <br />i— r <br />_ n <br />I I i <br />L <br />I i <br />I I <br />t c <br />O <br />r <br />M <br />BATH 2 <br />r=xV <br />r <br />-ram, <br />CONT. HANDRAIL <br />OPT. <br />REF. <br />KITCHEN <br />RETURN TO <br />WALL DETAIL <br />SCALE: ,a"_,•.o. <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 />SINGLE OVERHANGS THAT <br />ROD EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />CLOSETS LAUNDRY <br />BRACKET 36" H BASE <br />o <br />FINISHED CABINETS <br />= <br />o <br />COUNTER TOP 30" H BASE <br />CO <br />CABINETS <br />- <br />00 <br />00 <br />aD <br />o <br />LJ- <br />+'IN <br />F, <br />LO <br />a- <br />V-2" <br />`O <br />0 <br />2x <br />'T in <br />00 <br />FRAMING = o <br />0 <br />T_ <br />ih <br />in <br />, <br />1 /2" GYP iy M N <br />T <br />(V <br />- <br />�'? <br />BOARD <br />FIN. FLR. T <br />FIN. FLR. <br />yk <br />At <br />2x P.T. SOLE PLATE' <br />SHELVING ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DETAILS <br />SCALE: 3/8"=V-0" <br />, LLI d 71.—j r PF-1—i <br />Z <br />O <br />io <br />c <br />co <br />�14 <br />L- <br />-713 <br />" PLYWOOD @ LANDING <br />2x8 #2 SYP JOISTS @ LANDING <br />L1 <br />@ 16" O.C. w/ SIMPSON A35 CLIP -711 <br />OR LUS26 HANGER EA. SIDE SEE �— <br />PLAN FOR CLG. HT. <br />2x12 HDR. w/ (3) 2x STUDS AT <br />EA. END FOR BEARING <br />STANDARD (3) 2X12 <br />STRINGERS W/ SIMPSON A35 <br />CLIP TO FLOOR SYSTEM <br />7 <br />1x RISERS & <br />TREAD (fYP.) <br />5 <br />/ <br />4 <br />I/ 3ZZ <br />THRUST BLOCK SECURED TO <br />SLAB w/ 1 /4"X3 1 /2" TAPCONS <br />@ 16" O.C. <br />CONT. <br />HANDRAIL <br />10 <br />2x8 LEDGER #2 SYP <br />(P.T.) w/ (2) 1/4"x31/2" <br />TITENS TO MASONRY @ <br />16" O.C.. <br />T <br />Zo <br />OWNER'S BATH <br />INTERIOR ELEVATIONS <br />STAIR CALCUTIONS: <br />TOTAL RISE = 10'-0 3/4" <br />(16) RISERS AT 7 9/16" <br />10" TREADS w/ 1" NOSING <br />Stair and Rallina 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 waikline. 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 318 inch within a stairway. <br />Handralis: <br />Ar <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 />N^ than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. <br />in 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 Drotected on the enclosed side with 1/2-inch ovDsum board. <br />STAIR SECTION <br />SCALE: 1 /2"=V-0" <br />O <br />> <br />00 <br />g_ <br />a� o <br />2 <br />C <br />_ <br />m V N <br />0 <br />c�a <br />.y Mo� <br />4d�ti <br />3 Z �Tz <br />3 <br />T L <br />N Q. <br />C r= <br />d <br />dt <br />41 <br />1 <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 />Residential 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 />H <br />E <br />o $ 8 <br />0 <br />co <br />di <br />UJ <br />Q <br />N 0 zS iR LL <br />C S 2 LL W <br />LL <br />J LL SS a- <br />4 <br />Z <br />'M <br />W <br />gTO1 <br />Z <br />ILm <br />w <br />Q J <br />N In Z In <br />Z <br />OU U <br />W <br />� Li <br />z <br />J <br />tl <br />z <br />�a <br />LL <br />t 'G) <br />N <br />W � <br />V <br />� <br />O—� <br />W <br />w <br />v <br />c <br />Q � m <br />0 <br />o <br />W J <br />W <br />Z <br />LL. <br />w� <br />� <br />2° <br />0 <br />s <br />z® <br />Q <br />0 <br />E <br />10 <br />'U <br />Z <br />F <br />— E <br />— <br />XO00 <br /><= <br />W <br />>v <br /><g <br />m0 <br />rt) <br />C <br />o8 <br />.3 <br />o <br />z� <br />Z <br />_ <br />J <br />�b <br />aZ <br />gZ <br />ow <br />o <br />Z <br />ao <br />W <br />a <br />�w <br />o <br />w- <br />>° <br />O ;r <br />w <br />zla <br />a� <br />3 <br />� ( <br />J <br />L0 <br />LO <br />hi <br />M <br />i� <br />Al <br />W(d <br />C~ <br />� <br />M <br />J <br />r <br />Cr <br />T <br />r <br />U)�/� U <br />o <br />m <br />¢I <br />4-0 <br />C14 <br />0) <br />o <br />O <br />tV <br />r <br />Lf) <br />O <br />M <br />Q <br />co <br />r <br />LO <br />o <br />Z <br />E M <br />N <br />1 <br />l0 <br />c <br />a. <br />U <br />y <br />Q 0 <br />JOB <br />NO : <br />22-06471 <br />SCALE: <br />AS NOTED <br />SHEET NO. <br />2.0 <br />