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36385 Flats St
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36385 Flats St
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Last modified
3/21/2025 10:15:43 AM
Creation date
2/19/2025 8:15:03 AM
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Building Plans
Street #
36385
Location
Flats St
Contractor
Lennar Home
Building Plans - Permit #
6318
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T <br />TUB/SHOWER <br />FINISH PER <br />FLOOR PLAN <br />O <br />r <br />BATH 3 <br />DW <br />1 <br />KITCHEN ISLAND <br />MIRROR <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />cd oo <br />o <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />MIRROR <br />VARIES // <br />f <br />24" TOWEL BAR <br />w ON WALL ABOVE <br />TOILET TOWEL BAR <br />- ON BATHROOM WALL <br />MEDICINE 5 - <br />CABINET 00 <br />TOILET <br />PAPER <br />�- HOLDER <br />`r pZ pZLl- <br />O CV <br />MM(J <br />SHWR. SHWR. <br />CURTAIN HEAD <br />ROD <br />Z <br />Q <br />TOWEL BAR IN <br />a <br />TUB OR SHWR. <br />w <br />0- <br />SHWR. <br />o <br />VALVES <br />� <br />SOAP <br />BATHROOMS, SHOWERS AND TUBS <br />TUB <br />0? <br />W <br />O <br />KITCHEN <br />80 <br />MIRROR <br />III <br />1 —( I <br />{ <br />I � <br />O I_._i-. r--t--'-1 —I- -- <br />r <br />_4 <br />I <br />T <br />0 <br />L—J <br />ih <br />SIN <br />rTN <br />CONT. HANDRAIL <br />BATH 2 <br />RETURN TO_ <br />WALL DETAIL. <br />SCALE: 1 /2"=1'-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 />IX BRACKET 36H BASE <br />FINISHED CABINETS <br />o COUNTER TOP 30" H BASE o C° <br />O CABINETS - 00 00 <br />co _ o <br />00 h <br />iO a V-2" <br />2x <br />C° r 11? 0? FRAMING------__ <br />M r E— Zo <br />1 /2" GYP N ``) N i <br />C? BOARD <br />FIN. FLR. '— FIN. FLR. <br />2x P.T. OLE PLATE <br />CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING <br />DOUBLE <br />RODS <br />SINGLE <br />ROD <br />BLOCKING AND MOUNTING DETAILS <br />SCALE: 3/8"=1'-101,r <br />KITCHEN <br />TUB/SHOWER <br />FINISH PER <br />FLOOR PLAN <br />CO NT. <br />HANDRAIL <br />IN <br />2x8 LEDGER #2 SYP <br />(P.T.) w/ (2) 1/4"x3 1!2" <br />TITENS TO MASONRY @ <br />16" O.C.. <br />O <br />ib <br />O <br />n <br />o <br />Cl) <br />MIRROR <br />\ <br />\ <br />16� <br />J <br />13T— <br />3/4" PLYWOOD @LANDING <br />J11�� 2x8 #2 SYP JOISTS @LANDING <br />/ @ 16" O.C. w/ SIMPSON A35 CLIP <br />OR LUS26 HANGER EA. SIDE SEEI <br />PLAN FOR CLG. HT. <br />2x12 HDR. w/ (3) 2x STUDS AT <br />EA. END FOR BEARING <br />8 STANDARD (3) 2X12 <br />STRINGERS W/ SIMPSON A35 <br />7 CLIP TO FLOOR SYSTEM <br />ix RISERS & <br />6 TREAD (TYP.) <br />5 <br />4 \ <br />3\ \� <br />2 \ <br />U) 00 <br />00 <br />W <br />Z 0 U <br />ECO <br />E3 <br />LIJ <br />l <br />Ln <br />0 <br />Eca <br />5 10 <br />Z <br />LID <br />CT <br />LU <br />THRUST BLOCK SECURED TO <br />SLAB w/ 1/4"X3112" TAPCONS <br />@ 16" O.C. <br />OWNER'S BATH <br />MAY 17 Z023 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approve <br />for crimpliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />SCALE: 1 /2"= V-0" 1 <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 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 ver60 tical 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 '/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 />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 11l4 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 />I. <br />STAIR SECTION <br />M <br />O <br />CV <br />P <br />�. -5) STATE <br />OF �. <br />r � <br />®�®ro,rior��'toaaaa <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. Engineers <br />signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />
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