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36330 Flats St
Zephyrhills
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36330 Flats St
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Last modified
3/21/2025 9:08:47 AM
Creation date
2/19/2025 9:59:18 AM
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Building Plans
Street #
36330
Location
Flats St
Contractor
Lennar
Building Plans - Permit #
6455
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A <br />0 <br />8"x8" SMOOTH <br />TEXTURES CORBELS <br />TEXTURED <br />CEMENTICIOUS 001 <br />FINISH ON C.M.U. CD <br />Mimi <br />35S F.FL. <br />IMINMERM-111M 11 1 1 1 1 go <br />I 1 1 <br />16070 OVERHEAD DOOR +3" SMOOTH <br />TEXTUVED BAVA <br />12 <br />T-0" RIDGE VENT <br />3068 <br />FRONT ELEVATION — 131 <br />14'-0" RIDGE VENT <br />SCALE: 1/4"=1'-0" <br />12? ---- --- --- <br />A <br />7- 12 <br />5 <br />5F <br />SHINGLE OR TILE ROOF PER <br />eel <br />COMMUNITY SPECS - INSTALLED PER <br />MANUFACTURERS SPECIFICATIONS <br />7 <br />T.O.M. <br />- - ---------- <br />HDR HGT <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />25 SH 25 SH <br />F.FL. <br />------------------------------------------------------------------------------------------------------------------------------- <br />RIGHT ELEVATION — 131. <br />SCALE: 1/4"=V-0" <br />3'-0" <br />REV. 09.24.21 <br />C1%j <br />C= <br />C%.1j <br />cn <br />C= <br />Cs4 <br />C-4cc <br />W Zw— C= cc <br />C' <br />Cc <br />C' <br />C"> <br />CN <br />c::k <br />C14 <br />O <br />O <br />11 C <br />7, <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />Uj <br />A, <br />04 <br />-0 <br />0 <br />All, <br />.5 <br />U)n o <br />at <br />13cn <br />c-, <br />LL <br />LL U LL <br />I WC/5 <br />:3 M N <br />r— <br />0 <br />Z <br />JIL W <br />0 2 <br />T <br />0 <br />Lr) Z <br />M <br />< <br />C\1 C') <br />< <br />d <br />x 0 <br />z <br />0 <br />< <br />Nj <br />0 E3 <br />(D <br />co U*) <br />Q) <br />(-D 5 <br />4-1 <br />0 LLJ <br />U) <br />E <br />0 <br />U) <br />IRS <br />Cl> <br />0, <br />z <br />< <br />C6 E <br />co <br />Lj <br />Z< a <br />Z@ <br />00 <br />zO <br />c3 E <br />0< <br />'0 <br />C) <br />azz <br />z <br />C'o <br />co <br />gz< <br />0 <br />'0. <br />z <br />WU5 <br />C) <br />o <br />o Z� <br />>O <br />C: <br />0 C) <br />( <br />Lid <br />(D <br />co <br />CD <br />j CD <br />(0 <br />cn <br />C/) <br />LO <br />(n C') <br />2 C:) <br />LL <br />C) <br />U') <br />U) <br />(D <br />E <br />0 <br />z <br />co <br />z <br />E <br />fn <br />E <br />0 <br />30B <br />NO <br />23-04911 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />
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