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7050 Ripple Pond Rd
Zephyrhills
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7050 Ripple Pond Rd
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Last modified
3/4/2025 11:47:13 AM
Creation date
2/18/2025 3:47:21 PM
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Building Plans
Street #
7050
Location
Ripple Pond Rd
Contractor
Lennar Homes LLC
Building Plans - Permit #
4918
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I I- - -- - I---- -- I'1 I_ '11 Fill <br />3 <br />v <br />N <br />0 <br />Q <br />0 <br />I <br />r <br />0 <br />J <br />0 <br />CID <br />I <br />C) <br />0 <br />I <br />N <br />v <br />tc <br />B <br />0 <br />I <br />0 <br />0 <br />J <br />co <br />C) <br />0 <br />to <br />ILO <br />o <br />Q <br />I <br />N <br />ID <br />C <br />tCr <br />3 <br />a <br />N <br />0 <br />E <br />122 <br />N <br />O <br />L <br />v <br />y <br />J <br />N <br />ram. <br />0 <br />U <br />0 <br />0 <br />c. <br />t <br />U <br />N <br />U <br />J7 <br />N <br />47 <br />I <br />Y <br />O <br />.0 <br />J <br />LZ <br />0 <br />Lo <br />0 <br />C <br />0 <br />LO <br />0 <br />Q <br />m <br />v <br />v-) <br />OC <br />L u <br />U)2 <br />T 0 <br />60 r <br />VERIFY <br />W/ PLAN <br />TYP.DETAIL o <br />DRYWALL <br />.CLEARANCE <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 />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 />HANDRA. <br />SCALE: 3" =1'-0" <br />6 LANDII` <br />FRAME[ <br />ALL <br />2X12 #2 <br />RINGER <br />IL DETAIL <br />e�lt- <br />O <br />60 <br />M■ <br />MIRROR <br />(1787) STAIR SECTION <br />C <br />a <br />MIRROR <br />0 <br />Zh <br />CV <br />99 <br />OF, <br />A <br />eel <br />4' <br />01 <br />3 <br />0 <br />1 <br />BATH #2 <br />OWNER'S BATH <br />KITCHEN <br />KITCHEN <br />KITCHEN <br />of c <br />60 a <br />OTC <br />QT <br />A6 <br />4� Ag� <br />BATH #2 OWNER'S BATH <br />KITCHEN <br />STRING <br />r r Cl <br />1� N <br />0 <br />M <br />0 <br />CV <br />i� <br />(1666) INTERIOR ELEVATIONS. <br />461 <br />KITCHEN <br />(1787)1 <br />SCALE: 1/4" =1'-0" <br />0 <br />i� <br />40� <br />KITCHEN <br />NTERIOR ELEVATIONS I <br />1666) STAIR SECTION <br />� � O <br />N <br />M <br />CO X <br />C" <br />�J <br />O <br />C'O <br />C,i C6 <br />a (' <br />CJ <br />J � i <br />^y <br />< <br />O O <br />C U <br />_ <br />> <br />> a O W <br />N <br />N <br />O <br />N <br />O <br />0 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />i a <br />E <br /><;3 <br />N N rT � <br />♦� CO N 10 <br />z1 M <br />M V <br />C J w <br />Z <br />i13Q <br />cc C a <br />v <br />0 <br />W <br />ccNCO 0 <br />W <br />� <br />rn X <br />w <br />Z <br />m <br />N Z Q <br />N <br />OU L) <br />Z <br />_ . ............. W <br />(D <br />❑❑ <br />Z pN� (p7 <br />Z <br />z o <br />� <br />QU) <br />M <br />al <br />GN <br />w <br />� m <br />U <br />�O <br />V ! <br />w o <br />4c <br />U <br />w J <br />F— — <br />Y <br />O1 <br />N <br />O <br />C <br />w <br />M <br />M <br />i Q <br />Q S <br />r <br />z <br />Z <br />Q <br />� <br />U- <br />C <br />2 E <br />OV <br />zo <br />w o <br />>N <br />¢N <br />oa <br />H <br />O <br />xo <br />�G <br />0 <br />0 U <br />�0 <br />Q <br />Z <br />N <br />L <br />Q Z <br />o <br />¢o <br />w Z <br />¢ili <br />m E <br />CIO <br />(n <br />� <br />z <br />o4�Z <br />6, <br />O <br />zF <br />Z <br />Qa <br />J <br />m <br />a <br />Q w <br />Z z <br />rn <br />N <br />U7 <br />oa <br />Z <br />go <br />a <br />w <br />W <br />00 <br />z <br /><a <br />�F <br />�o <br />CO <br />d <br />ZI4 <br />a <br />O �i <br />C <br />T <br />w <br />> M <br />ai <br />N <br />r0 <br />TT <br />VI <br />L <br />r` <br />CU <br />O <br />O <br />1 <br />III <br />N <br />O <br />N <br />LO <br />04 <br />O <br />c04 <br />O <br />O <br />� <br />tl/ <br />0) <br />` <br />T <br />E <br />T ' <br />cCNZ <br />LO <br />o <br />6 <br />Z <br />I� <br />cc <br />m <br />a <br />U <br />o d <br />Q p <br />c <br />JOB <br />NO: 22-05604-05601 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />10 <br />
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