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36515 Smithfield Ln
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36515 Smithfield Ln
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Last modified
3/21/2025 2:46:39 PM
Creation date
2/27/2025 1:09:22 PM
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Building Plans
Street #
36515
Location
Smithfield Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
6082
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FOUNDATION LEGEND: <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) <br />IN ACCORDANCE W/ AC1224-3R <br />0 = FILLED CELL Wl(l) #5 VERTICAL <br />0 = FILLED CELL W/(l) #5 TURNED 2'-0" INTO SLAB <br />A = FILLED CELL W/ (2) #5 VERTICAL <br />0 = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) <br />(2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS <br />CM= 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 />0 KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />1/2" DP X 9-1/2" WIDE RECESS <br />1-1/2" DP X 8" WIDE RECESS <br />(D <br />1-1/2" DP X 13" WIDE RECESS <br />(D <br />ICE MAKER LINE <br /><D <br />SIN K - KITCHEN <br />REF <br />WASHER <br />W/H <br />UNDER SLAB ELECTRICAL CONDUIT <br />LAVATORY <br />WATER CLOSET <br />42" x 42" A/C CONCRETE PAD <br />�5 <br />BEARING WALL <br />qD <br />(3) BUC W/ HTT4 ON BOTTOM <br />0 FOOTING LEGEND <br />TAG <br />TYPE <br />SIZE <br />REINFORCING <br />THICKEN EDGE <br />8" x 8" DID <br />(1) #5 CONT. <br />MONO FTG <br />20" x 20" DP <br />(3) #5s CONT. <br />OC <br />PAD <br />24" SQ x 16" DID <br />#5s 6" O.C. EA. WAY <br />OD <br />MONO FTG <br />16" x 12" DP <br />(2) #5s CONT. i <br />FOUNDATION PLAN (ELEVATION B <br />1/411 = 1 1-011 <br />cy) <br />04 <br />0 <br />04 <br />c, <br />00 <br />ul <br />< <br />Lu <br />0 <br />Lu <br />it <br />0 <br />z <br />V) <br />a) LO & E <br />> 0 " 0 <br />'o C? u <br />mv cv) co <br />V) ci 2 <br />4— <br />.0. <br />D 0 20 u c") <br />U -0-0— 2 , <br />cl) <br />E 0 <br />5 0 <br />U Lu <br />cc) E �2 <br />0 C) 00 <br />CL <br />w <br />LL, <br />LL; Lu o <br />LU P LU <br />F- < = 3 zo x z <br />.0 < < 0 <br />x ::) � 0�x luojo <br />< <br />F - <br />_j <br />< a X _j cn x <br />D 0<zLLLL02m0a�--j- <br />aWwwo oRoomoz <br />Lu z Lu - Z <br />=) <br />00 <br />0 <br />0 <br />Z <br />j= <br />(Lwoww�w_w,w<01 <br />_j 0. Z �e 0 z Z 0 LLj <br />_j<<8w<Fo_wz <br />w _j <br />(L <br />CL <br />LL <br />W25p <br />ow ��-P ��ez <br />< <br />< < LL <br />LL < 0 F- <br />c:) <br />0 <br />z CN <br />w <br />9 I-_ <br />S2 n t-- <br />> U) 0 <br />(o c:) <br />ce) o <br />< co M r— <br />L0 <br />_j <br />U) <br />IT <br />LL <br />U) <br />- I*-- <br />z <br />w < u') <br />W 0- cy) <br />CL T— <br />oo <br />< < <br />z <br />z <br />W <br />Lu <br />Cy) <br />co <br />cf) <br />;a <br />c� <br />ai <br />0 <br />6 <br />N <br />C3 <br />N <br />0 <br />'N <br />0 <br />z <br />0 <br />> <br />— <br />m <br />It <br />Lo <br />co <br />Lo <br />q- <br />co <br />cr <br />Z F- <br />< Z <br />Lu <br />C) <br />zu) <br />ozz <br />0 <br />Luoo <br />L) <br />Lo <br />0 <br />z <br />0 LIJ <br />0 LA <br />z <br />w-< <br />a- a. <br />w 2 <br />< <br />Lr) <br />(D <br />W <br />ing-Lij <br />2 <br />Ln <br />F- �_ <br />0=)O <br />r'14- <br />O� <br />znz: <br />w <br />>-!E U) <br />< <br />oo <br />0 <br />zwo <br />< <br />L) <br />:5ww <br />Z LL <br />I <br />z <br />z <br />CL <br />cnz <br />< <br />=2 <br />F- <br />0 <br />0 <br />w <br />z <br />Al <br />z <br />z <br />ui <br />Wm <br />>C) <br />LAST PLOT DATE <br />4, 2123 <br />ZApdI <br />0 <br />MONO FOUNDATION <br />PLAN B <br />
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