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36463 Flats St
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36463 Flats St
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Last modified
3/5/2025 3:10:21 PM
Creation date
2/19/2025 10:50:45 AM
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Building Plans
Street #
36463
Location
Flats St
Contractor
Lennar Homes LLC
Building Plans - Permit #
Unknown
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9 <br />T? <br />C14 <br />2 <br />W) <br />C14 <br />Ill) <br />rn <br />CD <br />22 <br />2 <br />Cr <br />E <br />1-21 <br />49 <br />E <br />-2 <br />3 <br />q <br />-9 <br />1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. <br />STAIR CALCLITIONS: <br />TOTAL RISE = 10--0 SIC <br />(16) RISERS AT 7 9/16- <br />10"TREADS w/ 1"NOSING <br />CONT. HANDRAIL;J <br />RETURN TO. <br />A WALL DETAIL <br />SCALE: NTS <br />STAIR SECTION <br />SCALE: 1/2"=V-0" <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 r1ser height within any flight of stairs shall not exceed the smallest by <br />more than 318 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 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 />anv soffits Drotected on the enclosed side with 1/2-inch ovDsum board. <br />3/4" PLYWOOD <br />DECKING <br />to <br />80 <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />11 <br />OP <br />60 <br />11 <br />9 <br />MIRROR <br />7 <br />LJJ <br />0. BATH <br />LLLIJ <br />KITCHEN ISLAND <br />TUB/SHOWER FINISH <br />PER FLOOR PLAN — <br />MIRROR <br />V <br />60 <br />F- <br />BATH 2 <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 <br />ROD 0- <br />24" TOWEL BAR TOWEL BAR IN <br />U) a. <br />W ON WALL ABOVE TUB OR SHWR. X <br />TOILET ILIJ <br />TOWEL BAR <br />> ON BATHROOM WALL <br />SHWR. <br />MEDICINE 00- 1 LU <br />CABINET 00 VALVES <br />TOILET 00 <br />SOAP - <br />PAPER 00 <br />DISH <br />LO <br />HOLDER <br />LO Z <br />cr 9 9 <br />02 0— ICE - <br />U_ U_ Z <br />Z < - < <br />9 > N > 0 <br />9 <br />co CN c") TUBJ <br />Cf) co :t. - - - Ll <br />FIN. FLR <br />BATHROOMS, SHOWERS AND TUBS, <br />k <br />ZI) <br />2 <br />o? <br />60 <br />9 <br />I - <br />MIRROR <br />co <br />BATH 3 <br />H - OOD lull <br />LU <br />RANGE <br />KITCHEN <br />N <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 />SINGLE OVERHANGS THAT <br />ROD EXCEED12"MAY <br />REQUIRE A SUPPORT <br />BRACKET 36" H BASE <br />0 FINISHED CABINETS <br />0 C <br />COUNTER TOP to <br />30" H BASE -1 <br />00 <br />CABINETS 60 <br />00 9 <br />LL r- <br />7 <br />% <br />LO 13- <br />L] C) 2x <br />a: <br />to <br />0? FRAMING- <br />1/2" GYP N 04 <br />BOARD <br />FIN. FLR. _ _ _�l J J FIN. FLR.J 16:�J J <br />CLOSETS / LAUNDRY <br />SHELVING <br />ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DIAGRAM <br />SCALE: 1/2"=V-0" <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 />SINGLE OVERHANGS THAT <br />ROD EXCEED12"MAY <br />REQUIRE A SUPPORT <br />BRACKET 36" H BASE <br />0 FINISHED CABINETS <br />0 C <br />COUNTER TOP to <br />30" H BASE -1 <br />00 <br />CABINETS 60 <br />00 9 <br />LL r- <br />7 <br />% <br />LO 13- <br />L] C) 2x <br />a: <br />to <br />0? FRAMING- <br />1/2" GYP N 04 <br />BOARD <br />FIN. FLR. _ _ _�l J J FIN. FLR.J 16:�J J <br />CLOSETS / LAUNDRY <br />SHELVING <br />ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DIAGRAM <br />SCALE: 1/2"=V-0" <br />r%J <br />C%J <br />C C= <br />CO <br />L.L. <br />C= <br />G <br />cu <br />"'?,owtv <br />cil., r I <br />01, <br />N. <br />'N <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 7th Edftion. Engineers signature and sea) is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />E <br />s, <br />C., 'A <br />-w <br />cc,,, n, <br />Lt W, <br />0 <br />LL <br />T <br />C� <br />C-D ox <br />W <br />Z <br />ILW <br />Ld M <br />W <br />130 <br />U) <br />< <br />V) <br />LLJ <br />0 <br />LLJ <br />01 <br />LLJ <br />E <br />8 <br />< <br />0 <br />U_ <br />E <br />I <br />25 <br />Z a <br />flu <br />Z <br />Q. <br />E <br />1 <br />0 <br />t <br />C <br />C: <br />0 <br />'Z <br />Z <br />M <br />Z <br />I <br />0 <br />Z <br />W <br />M <br />:j <br />S2 <br />M <br />.J <br />Z3 <br />C�> <br />Iz< <br />C) <br />� T <br />0 <br />0 <br />lit <br />LO <br />M <br />CU <br />co <br />C) <br />.2 <br />M <br />4 <br />LO <br />0 <br />C-) <br />0) <br />U_ <br />CD <br />0) <br />CN <br />C") <br />LO <br />M <br />CV) <br />CC) <br />E <br />ce) <br />0 <br />Z <br />Z <br />E <br />In <br />0 <br />1% <br />CIL <br />E <br />0 0 <br />0 <br />(D <br />JOB <br />NO: <br />23-00518 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2 <br />
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