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6538 Back Forty Lp
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6538 Back Forty Lp
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Last modified
3/21/2025 3:06:53 AM
Creation date
2/19/2025 10:11:25 AM
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Building Plans
Street #
6538
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
6613
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HANDRAIL <br />BATH 2 <br />KITCHEN <br />TUB/SHOWER <br />FINISH PER <br />FLOOR PLAN <br />0 <br />60 <br />O <br />RETURN TO. <br />WALL DETAIL. _ <br />SCALE: 1 /2"=V-0" 6 <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION 15 <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS CONT. 14� <br />VARIES, 2" LESS THAN 42 H UPPER <br />CABINETS BELOW CABINETS HANDRAIL 137 <br />36" H UPPER <br />CABINETS 12 3/4" PLYWOOD @ LANDING <br />MIRROR SHWR. SHWR. DOUBLE 30" H UPPER <br />CURTAIN HEAD RODS 16" FOR LINEN CABINETS t 1T 2x8 #2 SYP JOISTS @ LANDING <br />VARIES 12' FOR PANTRY ROD OVERHANGS THAT _l @ 16" O.C. w/ SIMPSON A35 CLIP <br />Q <br />SINGLE EXCEED 12" MAY 10 OR LUS26 HANGER EA. SIDE SEEI <br />24" TOWEL BAR J PLAN FOR CLG. HT. <br />TOWEL BAR IN a ROD REQUIRE A SUPPORT <br />_w ON WALL ABOVE <br />TUB OR SHWR. 9 2x12 HDR. w/ (3) 2x STUDS AT TOILET w BRACKET 36" H BASE _ - TOWEL BAR 0O FINISHED CABINETS - EA. END FOR BEARING <br />ON BATHROOM WALL = o COUNTER TOPSTANDARD <br />MEDICINE _ SHWR. o 0 o 30" H BASE b 8 00 STR NG RS(W/ SIMPSON A35 <br />0o I VALVES W o CABINETS o 00 CLIP TO FLOOR SYSTEM <br />CABINET TOILET 00 = � - - bo TIN � 2x8 LEDGER #2 SYP <br />SOAP — (P.T.) w/ (2) 1/4"x3 1/2" <br />PAPER J 00 r - 1x RISERS & <br />DISH F- TITENS TO MASONRY <br />HOLDER - � - U in (0 10 O V-2" ^� @ TREAD (TYP.) <br />} - - - 16" O.C.. <br />z O Z �- o �y �° '_ ir) `t °P FRAMING bN o b in 5 <br />o> i�t > o < O 1/2" GYP N Cl) i 4 <br />``' coN``' M N TUBJ �? BOARD N \ <br />1 J I FIN. FLR. FIN. FLR. FIN. FLR.0 3\ \I <br />2x P.T. SOLE PLATE \ <br />BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING 2 \ <br />BLOCKING AND MOUNTING DETAILS <br />SCALE: 3/8"=1'-0" <br />THRUST BLOCK SECURED TO <br />SLAB w/ 1/4"X3 1/2" TAPCONS <br />@ 16" O.C. <br />1 <br />r- <br />OWNER'S BATH <br />C0 <br />c <br />INTERIOR ELEVATIONS <br />I V I AL HIZIt = -I U'-U ,114" <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 />STAIR SECTION <br />SCALE: 1/2"=V-0" <br />N <br />*-Co) <br />O <br />iVl <br />® <br />. goo <br />= <br />mPI <br />LA. - <br />CO O a <br />Oi <br />O� {p <br />a <br />CD <br />v <br />r it.-� cat <br />r <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 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />h <br />n� <br />W <br />O 0 <br />N <br />1`W <br />O <br />cS E? 0 <br />CA N <br />N <br />:3 LO <br />(0 44 <br /># W <br />ID <br />C J� W W <br />fir{ <br />V <br />13 <br />m Ll a <br />J W <br />(0 � <br />CCU: <br />W <br />� <br />omtN-rn� <br />c <br />ZUZ <br />LL <br />T.M <br />7N <br />Ck <br />JrO <br />N <br />Ow <br />UH <br />U <br />U U <br />N th <br />� o <br />N <br />O Q <br />Q� <br />J � <br />o- <br />u) <br />r <br />M <br />Ln <br />�v0o <br />LU <br />O <br />v I <br />w o <br />y <br />� <br />wa <br />C) c <br />W <br />I <br />C) <br />Q 0 <br />o <br />� <br />JZ <br />w <br />M <br />J <br />o3z <br />z <br />Q <br />LL <br />N <br />zo <br />aoM <br />>N <br />ZQo <br />rL O <br />E v <br />W z <br />z 8 <br />oa <br />F� t6 <br />o< <br />? o <br />o E <br />O <br />ao <br />g� <br /><o <br />�z <br />B <br />-O C:2Z,z3z <br />IS <br />CO <br />O� <br />ao <br />w<05 <br />�o <br />o <br />a <br />> <br />U ) <br />LO <br />rn <br />CL <br />� <br />L <br />� <br />N <br />o <br />o <br />N <br />Y <br />T <br />� Y <br />� <br />J <br />CN <br />m <br />Co <br />O <br />LO <br />I <br />Lo <br />.Q <br />co N <br />00 <br />m <br />(D <br />L.n <br />� <br />00 T' <br />r <br />E <br />c <br />d <br />Z <br />co <br />Z <br />T <br />N <br />c <br />a <br />0 <br />Q o <br />JOB <br />NO: <br />23-06137 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2 <br />
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