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6619 Back Forty Lp
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6619 Back Forty Lp
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Last modified
3/24/2025 12:39:53 PM
Creation date
2/19/2025 10:13:18 AM
Metadata
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Building Plans
Street #
6619
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
6458
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ON PLANS <br />SHWR. SHWR. <br />CURTAIN HEAD <br />ROD _ 0— <br />TOWEL BAR IN <br />TUB OR SHWR. <br />TOWEL BAR -� <br />ON BATHROOM WALL <br />SHWR. o o— <br />VALVES <br />1° SOAP <br />co o DISH <br />o 10 <br />� o <br />� TUB <br />BATHROOMS. SHOWERS AND TUBS <br />1 <br />20LE <br />K-3mm' <br />DOUBLE <br />RODS <br />KITCHEN <br />CC <br />SIN <br />SIN <br />CONT. HANDRAIL <br />BATH 2 <br />RETURN TO_ <br />WALL DETAIL <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 />SCALE: 1 /2"= V-0" <br />o BRACKET 36" H BASE <br />FINISHED CABINETS <br />o COUNTER TOP 30" H BASE b <br />o CABINETS o 00 00 <br />u— rIN n <br />bo <br />1 LO ate. V-2" <br />O 2x <br />'n 0`0 FRAMING _N <br />r M Zo O O <br />1/2" GYP `' � <br />CV N CV <br />co BOARD <br />FIN. FLR. T FIN. FLR. <br />7 P.T. SOLE PLATE <br />CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DETAILS <br />SCALE: 3/8"=V-0" <br />KITCHEN <br />TUB/SHOWER <br />FINISH PER <br />FLOOR PLAN <br />CO NT. <br />HANDRAIL <br />10 <br />2x8 LEDGER #2 SYP <br />(P.T.) w/ (2) 1/4"x3 1/2" <br />TITENS TO MASONRY @ <br />16" O.C. . <br />in <br />O <br />50 <br />16� — <br />15 <br />J <br />14 <br />13� <br />12 <br />3/4'' PLYWOOD @ LANDING <br />117 <br />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 <br />HDR. w/ (3) 2x STUDS AT <br />EA. END FOR BEARING <br />8 <br />STANDARD (3) 2X12 <br />WI SIMPSON A35 <br />LSTRINGERS <br />CLIP TO FLOOR SYSTEM <br />1x RISERS & <br />TREAD (TYP.) <br />5 <br />4 \\ <br />3 \� <br />THRUST BLOCK SECURED TO <br />SLAB w/ 1/4"X3 1/2" TAPCONS <br />@ 16" O.C. <br />OWNER'S BATH <br />INTERIOR ELEVATIONS_ <br />STAIR CALCLITIONS: <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 />co <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 />U <br />0 <br />projection by more than 3/8 inch within a stairway. <br />Z <br />Handrails: <br />QHandrails <br />shall be provided on not less than one side of each continuous run of treads or flight with four or more <br />J <br />risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of <br />U <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 />w <br />above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety <br />= <br />80 <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 />IF <br />r- <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 />\ <br />diameter. <br />Under -stair protection: <br />1 <br />E <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 />cV111 <br />c-i <br />o <br />Cl-i <br />C <br />o <br />co <br />r <br />as -o <br />> W <br />ems® <br />ar.- <br />C M C.) N <br />m x <br />cl- <br />(n <br />Q r+ CV <br />?! � CU <br />67 <br />tu w ct <br />a.- <br />� iJ Co <br />> C= <br />C E <br />U <br />c=s <br />ell <br />••-4 <br />•°�<�S�`t, <br />o <br />s•••°•sa..ss••s••• <br />�Ps A� <br />`°a <br />ac�OgpF <br />pt`` <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. 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