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36485 Flats St
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36485 Flats St
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Last modified
2/26/2025 5:50:23 PM
Creation date
2/18/2025 4:14:35 PM
Metadata
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Building Plans
Street #
36485
Location
Flats St
Contractor
Lennar Home
Building Plans - Permit #
6066
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- — I -IL I - -I <br />LO <br />00 <br />CD <br />M1 <br />LC73 <br />S <br />R <br />LO <br />LO <br />M <br />LO <br />L0 <br />E <br />2 <br />Z. <br />t2 <br />LO <br />LO <br />:19 <br />S <br />C, <br />E <br />E <br />0 <br />E2 <br />C-) I <br />0 <br />(V <br />C14 <br />W <br />A <br />3 <br />TUB/SHOWER <br />FINISH PER <br />FLOOR PLAN <br />BATH 3 <br />DW Z <br />KITCHEN ISLAND <br />MIRROR <br />00 <br />9 <br />F- <br />IN <br />I <br />9 <br />HOOD <br />LU <br />9 bo <br />N <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 SHWR. SHWR. <br />CURTAIN HEAD <br />VARIES ROD o- o— <br />U) 24" TOWEL BAR TOWEL BAR IN <br />W ON WALL ABOVE TUB OR SHWR. <br />TOILET <br />TOWEL BAR <br />> ON BATHROOM WALL <br />SHWR. <br />MEDICINE 9 <br />CABINET 50 VALVES <br />TOILET SOAP <br />PAPER 51— DISH <br />HOLDER 9 <br />Z Z <br />Ll- LL <br />0 C14 CY) 0 <br />C-1; N <br />CV) I Cl) I TUB <br />BATHROOMS, SHOWERS AND TUBS <br />Z <br />W <br />'o <br />r-319011 <br />DOUBLE <br />RODS <br />Z <br />C? <br />10 <br />KITCHEN <br />MIRROR <br />mill <br />—all <br />Ll <br />L <br />Li <br />oi <br />-104J <br />CONT. HANDRAII <br />BATH 2 <br />RETURN TO. <br />WALL DETAIL. <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 />SINGLE 12" FOR PANTRY OVERHANGS THAT CABINETS - <br />ROD EXCEED12"MAY <br />REQUIRE A SUPPORT <br />CLOSETS / LAUNDRY <br />M <br />BRACKET 36" H BASE <br />0 <br />0 <br />FINISHED CABINETS <br />COUNTER TOP 30" H BASE <br />5 <br />CABINETS <br />b <br />00 <br />00 <br />00 <br />LL <br />7 <br />to <br />LID <br />a_ <br />0 <br />1 -2" <br />-1 <br />2x <br />CL .t <br />LO <br />-1 <br />Z <br />co <br />_I <br />FRAMING--e 0 <br />c) <br />(D <br />cr) <br />1/2" GYP 04 <br />04 <br />Cf) <br />BOARD-- <br />I <br />.1 <br />FIN. FLR. ' J J. J� <br />J. <br />- <br />L-L- U I FIN. FLR. J <br />' 'IMP—T-7901-t FLA I t- <br />SHELVING ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DETAILS <br />SCALE: 3/8"=V-0" <br />KITCHEN <br />LO <br />TUB/SHOWER <br />FINISH PER <br />FLOOR PLAN <br />9 <br />60 <br />9 <br />F- <br />9 <br />�0 <br />I HKUb I bLUUK bLUUHLU I U <br />SLAB w/ 1/4"X3 1/2" TAPCONS <br />@ 16" O.C. <br />OWNER'S BATH <br />INTERIOR ELEVATIONS_ <br />SCALE: 1/2"=V-101" <br />STAIR CALCUTIONS: <br />TOTAL RISE= 1 0'_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 Y2 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 />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`"=1'-0" <br />C14 <br />Cc <br />C= <br />OE <br />Wtv <br />C <br />Qdl <br />FLO <br />.......... <br />0:0 <br />To the best of the Engineers knowledge, information and bell <br />the structural plans and specifications oontained 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 />Engineers signature and seal. <br />E <br />A, <br />C 6,0 <br />0) 00 4) C-4 'C'O' <br />0 <br />u-Lu <br />u- <br />u- I <br />LJ <br />Z 'S - a. 2 <br />— 5 <br />C� co <br />no: <br />Z 2. 0 <br />Z <br />C14 <br />0 <br />d L) <br />Z 0 (D <br />W <br />V) <br />LD <br />ME <br />U <br />0 LLJ <br />04 <br />U) <br />E <br />0 <br />U) <br />< 0 <br />'u- <br />Z <br />Cl> <br />Cl-I <br />g <br />0 <br />__J <br />E <br />-0 <br />Z <br />< <br />E <br />, Z <br />0 <br />CL <br />E <br />< � <br />20. <br />10 �J <br />W <br />-,0 <br />0 <br />0 <br />Z <br />Co ro <br />(D <br />t <br />�Z 0 <br />�Z <br />LZ <br />WW <br />n' <br />< <br />.0 <br />0 <br />Z <br />Z <br />Z <br />< W <br />Zo <br />co <br />0< <br />Z <br />W <br />Z <br />W <br />Y, <br />M <br />0, <br />'�Z <br />Will <br />0 <br />03:, <br />2 C) <br />f2 <br />—J <br />LO <br />LO <br />< <br />(a <br />CN <br />0 <br />T— <br />(D <br />U) 0 <br />CN <br />E6 4- <br />LO <br />< <br />4-J <br />0 <br />0) <br />C'4 <br />n a <br />C:) <br />LO <br />00 <br />U- 04 <br />Lf) 04 <br />< 00 <br />E <br />0 <br />Z <br />E U) <br />2 <br />cc <br />E <br />0 '0 <br />0 <br />0 -J :2 <br />C <br />-J <br />JOB <br />NO: 23-00516 <br />SCALE : AS NOTED <br />SHEET NO. <br />2 <br />
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