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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 />0 <br />r <br />i� <br />0 <br />m <br />0 <br />st <br />00 <br />Ch'h <br />C? _ <br />a <br />v <br />9 <br />5r <br />VLL <br />9 M � <br />A7 S3 o <br />ELEV - <br />IF 0' <br />30'-0" <br />I <br />6' X 3' <br />5'-0" <br />I '-2" T-2 <br />" I 5'-4" 4'-8"543-4" <br />2'-0" <br />I <br />I <br />HB <br />0 <br />❑ ❑ ❑ ❑ ❑ <br />I <br />❑ ❑ <br />I <br />I <br />I <br />B ❑ <br />o <br />T <br />I <br />CV <br />❑ <br />I <br />T <br />N <br />❑ <br />CJ LAV <br />— I <br />--------------- <br />_._ —_... <br />SINK — _�-- <br />II <br />II <br />I <br />no <br />(c� <br />II � " <br />6 <br />� <br />❑ <br />w <br />❑ <br />Q <br />II <br />5 <br />r <br />j 5'-3 1/2" <br />15'-3 3/8" <br />N <br />ip <br />D <br />{� <br />CC <br />— — <br />-- <br />—_ <br />El <br />S3 <br />rl <br />T <br />— <br />04 <br />a® <br />II 10 — <br />II <br />- <br />'77 <br />II <br />III - 11 <br />ELEV. I <br />8 <br />I <br />(-) 0'- 4 <br />CJEl <br />H <br />I—F-- — <br />�1-211 <br />a- ' 0)-- <br />rn <br />WC to <br />II T- <br />CC <br />S3 <br />T <br />I <br />@li <br />I <br />9'-10 7/8" <br />10'-8" <br />CJ — <br />°> <br />CJJ <br />❑ <br />❑ <br />a <br />❑❑ <br />❑ ❑ ❑❑ <br />I <br />J ❑ <br />© <br />I <br />S3 <br />❑ <br />I <br />I A <br />o <br />— — — — — <br />— — — — — <br />7'-4" I 1'-10" <br />16'-0" <br />x 1'-10" <br />8'-8" —10" <br />I <br />21'-4" <br />30'-0" <br />1010Y <br />rm�ELEV <br />(-) 3 1/2" <br />_ "- 9 <br />U Y. <br />«� A7 <br />FOUNDATION PLAN - ELEVATION B <br />1 /401 = 1 1-011 <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 />9 <br />io <br />0 <br />;r <br />O <br />;�r <br />Q <br />It <br />9 <br />d <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 />C = 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 />O <br />1-1/2" DP X 8" WIDE RECESS <br />O <br />1-1/2" DP X 13" WIDE RECESS <br />44 <br />ICE MAKER LINE <br />5� <br />SINK - KITCHEN <br />O <br />REF <br />O <br />WASHER <br />O <br />W/H <br />O <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 />THICKEN EDGE <br />811 x 8" DP <br />(1) #5 CONT. <br />B� <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. 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