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6478 Bar S Bar Trl
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6478 Bar S Bar Trl
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Last modified
3/5/2025 9:08:40 AM
Creation date
2/18/2025 3:38:01 PM
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Building Plans
Street #
6478
Location
Bar S Bar Trl
Contractor
Lennar Homes
Building Plans - Permit #
4271
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3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />12 4' OFFRIDGE VENT-4' OFFRIDGE VEN 12 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS — T <br />--------------- <br />---------- -- <br />--7 <br />EXTENDED <br />-------------------- <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />18' RIDGE VENT <br />,- T.O.M. <br />F11-01, <br />�__---- HDR <br />REAR ELEVATION - B1 <br />SCALE: 1 /4"=1'-0" <br />4' RIDGE VENT <br />12 12 <br />5 <br />— — —T-- - --- — - --- - -- - �— -- -- - - r <br />HDR HGT. <br />V-0" <br />TEXTURED <br />b CEMENTITIOUS TEXTURED <br />_ FINISH ON C.M.U. <br />ao <br />(TYP.) CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />F. FL. <br />RIGHT ELEVATION - 61 <br />SCALE: 1 /4"=1'-0" <br />REV. 09.24.21 <br />C <br />_ c l <br />Cr <br />Lo U Ri <br />/U <br />V- �s <br />0 r. <br />,L <br />N _ <br />T J tJ <br />_• U -ZZ <br />� <br />N <br />N <br />O <br />N <br />M <br />N <br />CNJ <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 Flor da 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 />0) <br />n <br />W E m <br />aO co 8 (Co' � <br />O N oo J <br />je LL <br />O' C1 s <br />® 7 � oo d it " W <br />NJ cnrr� ° L w a <br />M 0 d Y <br />a M LL a L � <br />z <br />0 <br />0 O <br />zmv_ 0RR <br />two w <br />'m N m O <br />3 <br />W cn�OjO' C <br />Z co a <br />LL <br />Z = N 0 <br />N M <br />a pU��vvi <br />Z <br />W ❑ ❑ ❑ <br />CD M � <br />O <br />Z <br />z � � <br />a n <br />E3 <br />N <br />M <br />cn z <br />Uj C <br />\LJ 2 <br />C>� in <br />in <br />0 w g <br />� <br />l/iLn <br />U � <br />W J <br />S w � <br />U o D <br />ill Ili C m Y <br />Q o <br />0 <br />CV <br />O <br />w <br />Mv <br />CM <br />¢ <br />zo <br />z <br />4 <br />u <br />2. o <br />00® <br />E U <br />iE <br />(6 <br />�U <br />XV <br />co <br />cU <br />O <br />N <br />az <br />Woo <br />�iz <br />�z' <br />� <br />z <br />Y <br />m' <br />o <br />o ' <br />m <br />} z <br />¢ W <br />fn <br />N � <br />¢ <br />o� <br />Z Z <br />g� <br />a <br />ci 3 <br /><o <br />o <br />o <br />O <br />wF <br />N. <br />d � <br />3 <br />.0 p <br />J <br />>� <br />LO <br />ui <br />rn <br />L <br />C) <br />� <br />M N <br />T- <br />-� <br />O <br />Y <br />t— <br />v <br />Co o <br />CD <br />M <br />m <br />T <br />� N <br />0 <br />0)al <br />N <br />N <br />O <br />M <br />Ln <br />r <br />N <br />T <br />E <br />C O <br />C) <br />Z <br />f6 <br />Z <br />= <br />N <br />E r <br />a <br />U ° Q p <br />JOB <br />NO: 22-02390 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.2 <br />I ;1b1 iIi, i I it Ii - <br />
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