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7018-7030 Ripple Pond Lp
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7018-7030 Ripple Pond Lp
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Last modified
3/21/2025 7:26:43 AM
Creation date
2/19/2025 2:55:43 PM
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Building Plans
Street #
7018-7030
Location
Ripple Pond Lp
Contractor
Lennar Homes LLC
Building Plans - Permit #
5430-5433
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—104 <br />T' <br />,=1N <br />T' <br />RETURN TO WA <br />SCALE: NITS <br />DRYWALL <br />.CLEARANCE <br />LL <br />1 1/4" TO 2" DIA HANDRAIL <br />NO LESS THAN 34" NOR <br />MORE THAN 38" ABV. TREAD <br />NOSING <br />METAL HANDRAIL <br />BRACKET <br />BLOCKING AS <br />REQUIRED <br />DETAIL <br />C <br />W r <br />VERIFY <br />01 W/PLAN <br />TYP. ARCH DETAIL <br />SCALE: 1/4" =V-0" <br />Stairway construction and handrail to conform to the FBC Residential <br />section R311.7 <br />Riser height: <br />The maximum riser height shall be 7 3/4". The greatest riser height within <br />any flight of stairs shall not exceed the smallest by more than 3/8 inch. <br />Tread depth. <br />The minimum tread depth shall be 10". The greatest tread depth within any <br />flight of stairs shall not exceed the smallest by more than 3/8 inch. <br />Handrails. <br />Handrails shall be provided on at least one side of each continuous run of <br />treads or flight with four or more risers. Handrail height, measured <br />vertically from the sloped plane adjoining the tread nosing, or finish surface <br />of ramp slope, shall be not less than 34" and not more than 38". Handrails <br />adjacent to a wall shall have a space of not less than 1 1/2" between the <br />wall and the handrails. <br />Grip -size. <br />Handrails with a circular cross section shall have an outside diameter of at <br />least 1 1/4" and not greater than 2" or provide equivalent graspavility in <br />compliance with FBCR Section R311.7.7.3. <br />Guards. <br />Guards shall be located along open -sided walking surfaces, including <br />stairs, ramps and landings, that are located more than 30" and shall be not <br />less than 36". Required guards shall not have openings from the walking <br />surface to the required guard height which allow passage of a sphere 4" in <br />diameter. <br />Winders. <br />Winder treads shall have a minimum tread depth of 6" at the narrow end <br />and shall have a minimum tread depth of 10" at the intersections with the <br />walkline (12" from the narrower side). <br />HANDRAIL DETAIL <br />K6 Li <br />K FIR) <br />JALL <br />)2X1 <br />FRIN <br />(1787 <br />SCALE: 1/2" =V-0" <br />STAIR SECTION <br />O <br />80 <br />MIRROR <br />P. <br />rFL�L171 <br />r—in <br />7LILI�l <br />O <br />N <br />O <br />M <br />BATH 2 <br />OWNER'S BATH <br />KITCHEN <br />KITCHEN <br />OT�QT <br />B4 3 <br />BATH 2 OWNER'S BATH <br />KITCHEN <br />v <br />M STANE <br />STRIN( <br />CLIP TI <br />(1666)I <br />SCALE: 1/4" =1'-0" <br />i <br />KITCHEN <br />(1787)I <br />SCALE: 1/4" =V-0" <br />KITCHEN <br />NTERIOR ELEVATIONS <br />NOTE: INTERIOR ELEVATIONS WILL BE <br />FLIPPED FOR THE REVERSE UNITS. <br />0 <br />ih <br />KITCHEN <br />NTERIOR ELEVATIONS <br />NOTE: INTERIOR ELEVATIONS WILL BE <br />FLIPPED FOR THE REVERSE UNITS. <br />1666) STAIR SECTION <br />H <br />cV <br />;N <br />W <br />0 <br />v m x <br />N 10 C7 � <br />Q.drN�C <br />2 ao <br />t <br />d <br />so <br />so y ar 'Co <br />c o <br />C <br />o <br />g <br />0. <br />cl e CV; <br />Id <br />, <br />:. („b ' rive �. C.. N <br />Jf ��"• y <br />P}q <br />ems_-• <br />NN <br />4yva;N <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W <br />d E <br />0 <br />c) <br />0 <br />no0D0� 1 <br />Q <br />(, <br />0 <br />��r,a� <br />N O 2 y <br />co V 255z_J <br />C_J S w w <br />cc LL 5 a <br />w <br />z <br />— <br />m c <br />_r_°o <br />Y <br />W <br />W <br />Z <br />N <br />� °� a' cow <br />Q J <br />OIL <br />Z <br />zOU <br />C"!N <br />< 0 <br />MOM <br />M � <br />Z N M <br />00 <br />O <br />Q � <br />J <br />N <br />M <br />z <br />(D o <br />'• <br />a-1 <br />(6 <br />� <br />w <br />U <br />O <br />° <br />w 5 <br />`+ <br />�tl <br />U � <br />W J <br />_ y N <br />P" <br />U o' v° <br />Q <br />c <br />o <br />CO <br />co <br />M <br />w <br />o <br />w <br />z <br />z <br />� <br />J <br />11_ <br />Q E <br />E O <br />z o <br />oo <br />Z <br />a� <br />z© <br />oa <br />�L) <br />U <br />- <br />O <br />C14 <br />O Q <br />a <br />W oz <br />oo <br />tt <br />0 Q <br />-Z <br />Qo <br />m� <br />p <br />_ <br />J <br />Y <br />U <br />O <br />a <br />01 <br />Z Z <br />CW <br />�z <br />CIO <br />2. <br />ZU <br />aU <br />Q <br />U <br />¢�0 <br />z <br />mw <br />O <br />zF <br />V <br />0I¢ <br />F <br />UU <br />s r <br />> CO <br />_ <br />Q <br />rn <br />m <br />`m <br />� <br />O <br />JCD <br />_ <br />i <br />� <br />00 <br />co <br />C <br />a <br />CAD <br />C..C> <br />" <br />O <br />O <br />C.0 <br />O <br />Q <br />E <br />CV <br />O <br />ao 04 <br />`0 <br />�+ <br />C)O <br />O <br />r <br />C) LO <br />MO <br />LM <br />r <br />ui <br />E <br />.T <br />-E <br />n QO <br />o <br />Z <br />Z <br />E (D <br />a <br />a <br />E <br />U � <br />a 6 <br />Q o <br />c <br />_J <br />JOB <br />NO: 22-09474-09471 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />10 <br />s 1� <br />I .r <br />a Ir <br />
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