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6194 Back Forty Lp
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6194 Back Forty Lp
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Last modified
3/20/2025 7:43:47 PM
Creation date
2/19/2025 8:20:01 AM
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Building Plans
Street #
6194
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
6224
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301-0' <br />OVERALL <br />13'-0 1/2" 6'-0" 10'-11 1/2" <br />4'-0" T-0" T-10" T-6 <br />T-5" <br />4'-3" 4'-0" 4'-0" <br />00 <br />A <br />12 <br />= <br />U_ <br />S3 <br />4'-8" <br />a <br />o <br />r ELEV (-) <br />1)"T <br />C <br />HB <br />1 <br />T <br />_co <br />r <br />I <br />Q Q0 Q 6 <br />Q El 13 13 <br />1 <br />l <br />Q <br />I <br />6 9'-8 1 /2""\`Ell <br />o <br />C.0 <br />L <br />I REF �_- <br />- <br />CO <br />w <br />I t__j <br />- <br />r <br />4 <br />z <br />in <br />(j <br />r <br />r - - - - <br />13'-10" <br />16'-2" <br />C.J. <br />C.J. <br />Q <br />OB <br />1 <br />I <br />li <br />I <br />C 5 <br />i® B <br />1 r <br />iC Q <br />[3 <br />1 <br />ELEC/PLUMB <br />I <br />GG <br />CONTROL JOINT <br />i— <br />��\ S3 <br />— — — — — — <br />1 <br />\ T-3 3/8" <br />I <br />FOOTING <br />1 <br />\ 0-- <br />� 7-L— <br />ft <br />AAW <br />z 1 <br />(4) STUD <br />51 <br />COLUMN W/ (S) C <br />Q I �U <br />J 1 <br />HTT4 AT BASE D Q <br />2'-4 7/8" r <br />O <br />Of <br />SINK <br />Z I � <br />Z I I 7 <br />~p <br />O rn <br />K v W T-3 3/8" <br />13 I <br />V i i0 <br />OL S3 GG ELEC <br />0 <br />-___---� <br />S3 L 1'-9 1/2" Q <br />0 <br />J WH <br />[3 / --- <br />---1-=- <br />---- ------------- <br />---- ---- --- <br />- --------------- ----- <br />10 <br />111 S3 I <br />CC <br />ELEV <br />13 <br />I13 <br />~bo <br />I I _ <br />I <br />_ <br />E z1 <br />E: -- - z ' <br />--- I <br />01 <br />cv o <br />6 <br />I I <br />M p I I r <br />r O M z <br />2'-4 7/8" U <br />J1 <br />I <br />13� <br />LAV <br />I I I I <br />of <br />I_ I <br />L)1 <br />B <br />13 I U I <br />C° <br />1 <br />1 CONTROL JOINT <br />00 <br />I � D <br />—o------- <br />" <br />------�— <br />I M <br />II <br />1 <br />SEE DETAIL D/S3 N <br />6 4'-1 7/8" - <br />FOR FRAME WALL 1 <br />FOOTING 00 B� <br />TO CMU <br />` -LO <br />CONNECTIONS 1 <br />9 <br />co - <br />6 13 13 13 p <br />1 <br />r <br />I <br />(j <br />00 0 <br />3'-0" 1'-7" 4'-1 " 4" I <br />A--C,I) <br />Q <br />QQQ <br />1313 <br />C <br />J <br />�� <br />�� <br />-- <br />C o <br />— <br />S3 <br />1'-4" <br />1'-4" <br />16'-0" <br />1'-4" <br />8'-8" <br />20'-0" <br />30'-0" <br />' OVERALL <br />OLO rUNDATION PLAN ELEVATION A' <br />1/4 -1-0 <br />PM <br />0 <br />I <br />o <br />- <br />I <br />co <br />°p <br />zo <br />0 <br />d- <br />0 <br />_ o <br />N. <br />0 <br />� <br />o <br />N <br />M <br />FOUNDATION LEGEND: <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN <br />ACCORDANCE W/ AC1224-3R <br />= FILLED CELL W/(1) #5 VERTICAL <br />® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />A = FILLED CELL W/ (2) #5 VERTICAL <br />C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) <br />= (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS <br />m= WINDOW OPENING ABOVE <br />PLUMBING NOTES: <br />FBC 7TH EDITION (2020) PLUMBING SECTION 604 <br />1. TANK TYPE WATER CLOSET VOLUME <br />1.6 GALLONS <br />2. WATER -FLOW RATE. <br />PUBLIC FACILITIES LAV 0.5 G.P.M. <br />PRIVATE FACILITIES LAV 2.2 G.P.M. <br />SHOWER HEADS 2.5 G.P.M. <br />VTR LOCATIONS ARE APPROXIMATE AND MAY <br />CHANGE DUE TO JOBSITE CONDITIONS. <br />LICENSED PLUMBER TO VERIFY AND HAS THE <br />AUTHORITY TO CHANGE AS NEEDED. <br />O KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />1D <br />1/2" DP X 9 1/2" WIDE RECESS <br />Q <br />NOT USED <br />1-1/2" DP X 13" WIDE RECESS <br />4� <br />ICE MAKER LINE <br />5� <br />SINK - KITCHEN <br />REF <br />70 <br />WASHER <br />8� <br />W/H <br />9� <br />UNDER SLAB ELECTRICAL CONDUIT <br />10 <br />LAVATORY <br />11 <br />WATER CLOSET <br />12 <br />42" x 42" A/C CONCRETE PAD <br />13 <br />BEARING WALL <br />C FOOTING LEGEND <br />TAG <br />TYPE <br />SIZE <br />REINFORCING <br />C <br />THICKEN EDGE <br />8" x 8" DP <br />(1) #5 CONT. <br />C <br />MONO FTG <br />20" x 20" DP <br />(3) #5s CONT. <br />C <br />PAD <br />24" SQ x 16" DP <br />#5s 6" O.C. EA. WAY <br />C <br />MONO FTG <br />16 x 12 DP <br />(2) #5s CONT. :j <br />MAY 0 2 2023 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />.`co <br />t. <br />[p'� <br />co <br />v <br />a <br />' <br />O <br />00 <br />LO <br />r - <br />2. <br />Z <br />W <br />_ <br />O <br />0 <br />w <br />z <br />N <br />i <br />C �, <br />> o,N F <br />Q� i o-� <br />MMN ai <br />V) <br />� N Din <br />U M <br />A� 0 i <br />W0 o <br />❑ <br />.� o 0 <br />o 0 Q <br />U a� Q <br />• N <br />wIt <br />lJ <br />i� `�2 .D <br />� ° 4 <br />W <br />LLI W <br />w <br />❑W H W J W C O <br />r¢ z� <br />LU O= Q Q Q L 0 L 0 <br />Q <br />J p <br />0�0�0 o0 0Q o00co <br />w w- w <br />❑ �� <br />Cy O <br />Z <br />cn a c 5 W W cn Q <br />Q<< WQOZWZO���a <br />x 5 <br />LL <br />pw �I-f- �Y❑QQ <br />o <br />Q <br />O� oQz� <br />U_a O �—Qw <br />O <br />O <br />Z CN <br />0 <br />co <br />U) O <br />��cMf` <br />Q LO <br />� LL <br />ti <br />W <br />f cM <br />00 <br />— <br />zvla <br />Z <br />W <br />C:)J <br />O <br />d0' <br />I <br />I <br />I <br />O <br />O <br />r <br />0 <br />N <br />0 <br />M <br />0 <br />NN <br />0 <br />N <br />0 <br />N <br />N <br />N <br />N <br />O <br />- <br />O <br />N <br />O <br />O <br />00 <br />C)r <br />O <br />r <br />r <br />O <br />N <br />O <br />N <br />O <br />i <br />Z <br />O <br />wo <br />d. <br />O <br />O <br />O <br />O <br />; <br />Li <br />> <br />N <br />M <br />IT <br />In <br />CO <br />i <br />CO <br />v, <br />Zz <br />w <br />O <br />-—1 <br />W <br />z <br />o z z <br />O <br />Woo <br />�z5 <br />O <br />O�0 <br />Q <br />Z <br />a—< <br />WLU <br />r� <br />= <br />g- mw <br />0 <br />ZO= <br />W <br />. <br />ILO <br />0 <br />zW0 <br />�0 <br />Ugz" <br />.. <br />z <br />aZ <br />z <br />F� <br />pow <br />z <br />Z <br />z <br />LLJ <br />WV <br />� <br />'^ / <br />O <br />LAST PLOT DATE <br />N <br />• <br />March 31, 2023 <br />z <br />O <br />MONOLITHIC <br />'J <br />FOUNDATION PLAN A <br />
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