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6462 Beverly Hills Dr
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6462 Beverly Hills Dr
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Last modified
1/29/2025 6:02:21 PM
Creation date
1/21/2025 3:40:06 PM
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Building Plans
Street #
6462
Location
Beverly Hills Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
5185
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1.2 <br />1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. <br />STAIR CALCUTIONS: <br />TOTAL RISE = 10'-0 3/4" <br />(16) RISERS AT 7 9/16" <br />10" TREADS w/ 1" NOSING <br />=1N <br />rx- <br />rN <br />CONT. HANDRAIL <br />RETURN TO. <br />ADALL DETAIL -' <br />AL NTS <br />STAIR SECTION <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 />9116 inch or a bevel not exceeding Y2 inch. A nosing projection not less than 314 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 />3/4" PLYWOOD <br />DECKING <br />I <br />0 <br />50 <br />i <br />0 <br />cM <br />MIRROR <br />O. BATH <br />ib <br />80 <br />DW <br />9 <br />M <br />KITCHEN ISLAND <br />00 <br />O <br />F <br />0 <br />co <br />KITCHEN <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 />le T <br />MIRROR SHWR. SHWR. DOUBLE <br />CURTAIN HEAD RODS <br />VARIES /7// <br />ROD <br />�T� z <br />24" TOWEL BAR TOWEL BAR IN a <br />w ON WALL ABOVE TUB OR SHWR. tY <br />Q TOILET TOWEL BAR -- a <br />> / ON BATHROOM WALL <br />MEDICINE o _ SHWR <br />I o <br />co <br />CABINET TOILET VALVES oo = o <br />SOAP <br />PAPER C° o DISH_4 (j 80 <br />U <br />} I HOLDER <br />d- 02 O Z _ c4 <br />IJ_aC Q o M <br />�? > N > o M O <br />c4 cM M N TUB <br />FIN. FLR. <br />BATHROOMS, SHOWERS AND TUBS <br />SINGLE <br />ROD <br />CLOSETS / LAUNDRY <br />r <br />r ■ __ <br />60 <br />0 <br />FO <br />0 <br />N <br />9 <br />t0 <br />9 <br />r <br />MIRROR <br />O <br />n. <br />9 <br />0 <br />IZI <br />O <br />M <br />BATH 3 <br />LL_ I <br />LMIJ <br />KITCHEN <br />INTERIOR ELEVATIONS <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 />BRACKET 36" H BASE <br />O FINISHED CABINETS - <br />0 COUNTER TOP 30" H BASE <br />O <br />00 <br />ILL <br />_ O 2X <br />M 00 FRAMING <br />1 /2" GYP <br />BOARD - <br />T <br />FIN. FLR. <br />SHELVING <br />CABINETS - <br />*=1N <br />1'-2" <br />SCALE: 1/2"=V-0" <br />To 0 0 <br />� - r <br />'— co r <br />N CV N <br />FIN. FLR.. IJ <br />ISLAND COUNTER <br />III <br />CABINET BLOCKING <br />BLOCKING AND MOUNTING DIAGRAM <br />SCALE: 1 /2"=V-0" <br />c.c <br />coo <br />ev <br />o <br />-o <br />W <br />G—? <br />o. « c <br />a C_ <br />N i0 <br />Y <br />r W <br />G <br />• ( y °.0 c <br />-:.wj, <br />_� Fp <br />a <br />�4M <br />:r el, A <br />d iF�yY �3•�fl� <br />!JF16 <br />� <br />ems-•^ <br />s '�, •'\ <br />n��A <br />��.'s§na sws2wp' <br />w�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 Florida <br />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 />Engineer's signature and seal. <br />0) <br />W <br />a <br />�E <br />0 <br />8 <br />00a> <br />09 <br />�Ndi <br />Q <br />�W <br />Eli <br />n�rLV <br />dj 04 V 2s, I.� <br />C _,5 LL W <br />I E LL 55 � 0. <br />Lu <br />Y <br />ILJin <br />IL <br />o <br />CN <br />N z d <br />��E <br />L <br />N <br />O cal � o <br />W <br />❑❑ <br />N C�J <br />0 <br />W NN <br />J - <br />- N <br />M <br />L <br />O-� <br />Chi <br />W g <br />N <br />� w <br />� <br />can <br />WRig <br />z <br />S <br />C) 0 a <br /><U)� <br />Q N O <br />Mid <br />r- <br />CD <br />co <br />CM <br />M <br />Zo <br />w <br />Z <br />a <br />u <br />Q E <br />� <br />V <br />zo <br />Wo <br />z <br />¢ � <br />za9 > <br />¢� <br />zp <br />oa <br />w <br />o <br />o¢ <br />¢= <br />0 <br />oC <br />ww <br />N <br />wa <br />M <br />C <br />z <br />Y <br />x� <br />m, <br />O <br />0 <br />Zr <br />maneZ <br />S <br /><w <br />°a <br />,yLL <br />az <br />u�w <br />aLL <br />�3 <br />=r <br />a <br />c <br />a <br />�o <br />a <br />zI¢ <br />0U <br />In <br />O <br />c� <br />_ <br />Q <br />F-CID <br />i <br />M <br />J N <br />N <br />_J <br />Cr r <br />r <br />m <br />m <br />LO <br />Q <br />p <br />N <br />N <br />0') <br />N <br />M <br />Q <br />c` <br />T <br />� <br />co <br />- I <br />N <br />o <br />z <br />z <br />E co <br />a <br />0 � <br />¢ o <br />°; <br />JOB <br />NO: <br />22-06461 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.0 <br />t.l.� <br />La <br />f <br />ay°3. <br />
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