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6828-6856 Ripple Pond Lp
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6828-6856 Ripple Pond Lp
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Last modified
3/21/2025 7:30:22 AM
Creation date
2/19/2025 11:43:05 AM
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Building Plans
Street #
6828-6856
Location
Ripple Pond Lp
Contractor
Lennar Homes LLC
Building Plans - Permit #
Unknown
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NIT 1500 <br />NIT 1397 <br />110]U M1 1111��D <br />NIT 1397 <br />SYMMETRICAL <br />SYMMETRICAL <br />BUILDING PLAN (Left) <br />SCALE: 3116"=1'-0" <br />6 UNIT <br />AREA TABULATION <br />LIVING AREA <br />8634 S.F. <br />GARAGE <br />1484 S.F. <br />LANAI <br />612 S.F. <br />ENTRY <br />124 S.F. <br />TOTAL SQ. FT. <br />10854 S.F. <br />iV <br />CM <br />ewro <br />40 <br />o , <br />-o <br />4-. <br />> ua <br />c <br />® <br />:ice o <br />4 ►. <br />W <br />Oi <br />u eu <br />0 <br />E <br />o <br />0 <br />i <br />ti <br />•°�� Alkpl <br />°s <br />• 1�3 <br />i <br />P - 0 •� <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 <br />Florida Building Code - <br />Residential <br />7th Edition, Engineer's signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />N <br />a <br />E <br />V <br />0 <br />11 o <br />N C fl n <br />� DO N <br />A r A <br />QaS <br />M L <br />C J <br />W <br />J u"CL <br />Z <br />dam o <br />s�o 0 <br />W <br />��pj0 mw <br />Z <br />�' m Z <br />�n <br />Z <br />N <br />OU U <br />W <br />U) <br />v M � <br />z N O <br />� <br />z co <br />QQN <br />z O Q <br />Q <br />�1 <br />N <br />M <br />/Zn II <br />O <br />1 ' <br />` V <br />Ua <br />LLI <br />U <br />0 <br />V) <br />v + <br />w o <br />a N <br />F 3 <br />fn <br />i-- <br />w <br />winU <br />r-- — E <br />I <br />i <br />z <br />U o N <br />co <br />Co <br />W <br />Cl) <br />-o9 <br />2 <br />Q <br />J <br />Li' <br />E <br />no <br />0 LL <br />i <br />Z <br />E <br />❑n: <br />co <br />~ <br />�o <br />U <br />O ¢ <br />00 <br />O K <br />CO <br />a <br />aZ <br />4 <br />XQ <br />ww <br />W <br />L <br />CO C <br />0 <br />z< <br />�'pY <br />U <br />"m <br />mo <br />Z <br />Ow <br />Zrp <br />N <br />J <br />a <br />i <br />z <br />v) <br />CL 3 <br />o< <br />w LL <br />go <br />a <br />y <br />W <br />U <br />�o <br />mLL <br />F <br />ICc <br />=5 <br />CDCD <br />V <br />za <br />aF <br />a3 <br />°N <br />Uj <br />co <br />o <br />o <br />0 <br />o <br />s-- <br />co 0 <br />M <br />Q <br />r <br />CrQ <br />d' <br />NO <br />00 <br />� .9 <br />Q <br />.E..�CN <br />O <br />O N <br />LO <br />-� 0')N <br />ui <br />r <br />E <br />(0 <br />C N <br />N <br />o <br />Z <br />E <br />C <br />C <br />co <br />0-,1 <br />O <br />U <br />Q >j <br />30B <br />NO: 22-08393-08388 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />4 <br />
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