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ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) <br />3-1/2" MIN. 2500 PSI CONC. SLAB OVER <br />• 6 MIL VISQUEEN VAPOR BARRIER <br />MECH. COMPACTED FILL TO 95% OF <br />• MAX. DRY DENSITY <br />TREAT SOIL W/ TERMITE POISONING OR <br />• BORACARE TREATED LUMBER IS AN <br />ALTERNATIVE TERMITE PROTECTION TO <br />SOIL POISONING (TYP) <br />A7 S3 a <br />ELEV - <br />0'-3 1/2" 12 <br />30'-0" <br />I 6' X 3' <br />5'-0" ' 5'-2" 3'-2" 3'-4" 3'_4" ' 5'-4" 4'-8" <br />2'4' I A <br />I I <br />HB <br />Q0 1 ❑ ❑ ❑ 0 %E] <br />I <br />I <br />I B <br />I B <br />17 - <br />I <br />o <br />0 I <br />CV <br />I - <br />I 0 <br />N - <br />7'-3" <br />C'7 <br />CJ LAV I SINK _ <br />1 L____-J <br />4 <br />-- = =—�— — <br />°°° <br />co I O 00 I � <br />II 6 <br />LL <br />'v <br />' 5'-3 1/2" 1 1 5 15'-3 3/8" °O W <br />I <br />0 I J. CC <br />`V D S3 <br />' <br />0? i <br />1'-81 <br />CV 1 1 I <br />O <br />N O <br />I' 10 - <br />FF <br />I I <br />I <br />II � �i <br />a o II <br />III 11 ELEV. 8 <br />(-) 0'- 4„ <br />�' CJ 1 1 <br />emH 0o <br />s— - <br />_2" = <br />NOTE: <br />WHEN A/C UNIT REQUIRED TO BE <br />ABOVE FFE PLEASE PROVIDE <br />CANTILEVER PLATFORM - PROVIDE <br />(1) #5 IN GROUT FILLED CELL AT <br />EACH BRACKET. ALL CELLS TO BE <br />FILLED SOLID W/ GROUT. <br />0 <br />co <br />00 <br />a <br />0 <br />v <br />0 <br />�r <br />O <br />(V <br />0 <br />Nt <br />.l <br />o <br />C <br />o <br />B <br />i i l <br />I <br />^CC <br />S3 <br />9'-10 7/8" <br />10'-8" <br />LY <br />❑ N <br />� D <br />`t <br />-- <br />---- <br />--- <br />— <br />-----cJ — <br />- <br />CD <br />rn <br />' <br />C? <br />I <br />I <br />B <br />I <br />CP <br />o <br />a <br />0 <br />O0 <br />❑ ❑ <br />❑❑ <br />I <br />J <br />❑ <br />A <br />I <br />a <br />S3 <br />M <br />3� O <br />HB <br />o <br />o <br />I <br />❑ 00 <br />dd ❑ <br />N <br />T-5" <br />3'-1" 1'-10" <br />16'-0" <br />1'-0" 2" 8'-8" V-0" 10" 21'4" 10„ <br />30'-0" <br />rk�ELEV <br />(-) 3 1/2" <br />a:U_ 9 <br />U <br />a w A7 <br />FOUNDATION PLAN - ELEVATION A <br />1 /411 = 1 9 <br />-011 <br />Y^: <br />NOTE: <br />BUILDIIJG SLABS SHALL HAVE CONTROL JOINTS <br />(CJ) IN ACCORDANCE W/ AC1224-3R <br />❑ = FILLED CELL W/(1) #5 VERTICAL <br />o = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />O = FILL CELL TO ONE COURSE ABV PIPE <br />(NO REBAR) <br />(2) 24" #5 REBAR PLACED DIAGONAL <br />AT CORNERS <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 />1O <br />1/2" DP X 9 1/2" WIDE RECESS <br />2O <br />1-1/2" DP X 8" WIDE RECESS <br />3O <br />1-1/2" DP X 13" WIDE RECESS <br />4O <br />ICE MAKER LINE <br />5O <br />SINK- KITCHEN <br />O <br />REF <br />O <br />WASHER <br />8O <br />W/H <br />9O <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 />O FOOTING LEGEND <br />TAG <br />TYPE <br />SIZE <br />REINFORCING <br />OA <br />THICKEN EDGE <br />8" x 8" DP <br />(1) #5 CONT. <br />© <br />MONO FTG <br />20" x 20" DP <br />(3) #5s CONT. <br />O <br />PAD <br />24" SQ x 16" DP <br />#5s 6" O.C. 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