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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 />Ln <br />J <br />v <br />HE <br />ELEV (-) <br />30'-0" <br />1� <br />6' X 3'Lw <br />1 <br />4'-8" <br />5'-4" 1 _ <br />3'-4„ <br />3'_4" <br />3'_2" <br />5'_2" I <br />6_0 <br />FA <br />1 <br />2,_011 <br />1 <br />1 <br />1 <br />HB <br />Q <br />Q Q <br />Q <br />C <br />Q <br />A <br />I <br />1 <br />F—2 <br />I— <br />IB <br />1 <br />1 <br />I <br />1 <br />� <br />I <br />1 <br />o <br />9 <br />I <br />N <br />I <br />I <br />N <br />1 <br />I <br />� <br />I <br />1 V-211 <br />714" <br />1 <br />LAV <br />C.J. <br />—SINK <br />— <br />4 <br />— — — — <br />— — — — <br />— — — <br />� <br />— — — — — <br />— — — — <br />— <br />— — <br />- <br />-I-- <br />d <br />I 6 <br />O o �� <br />I <br />1 <br />I <br />w I <br />5 <br />o <br />I <br />15'-3 3/8" <br />6-3 1/2" <br />j <br />in <br />CC <br />I <br />� <br />S3 <br />N <br />0I <br />N <br />10 <br />1 <br />II <br />II <br />II <br />N <br />I <br />II <br />d <br />_ <br />I <br />ELEV. <br />I 1 <br />I <br />8 <br />(_) 0'- 4" <br />=U- <br />U� <br />III <br />CP <br />c� <br />n <br />II <br />H` <br />— <br />— <br />CJ <br />I <br />- <br />m <br />2'- <br />W <br />i <br />Ell <br />II <br />CC <br />S3 <br />1 <br />10'-8" <br />9'-10 <br />7/8" 04 <br />I <br />Li <br />I <br />_ <br />II <br />13 <br />III <br />�3 <br />c I <br />1 �L� <br />I <br />13 <br />B <br />B <br />I <br />L13 <br />J <br />a <br />� <br />J <br />03 <br />6O <br />I S3 <br />I <br />1 <br />3 <br />UI <br />1 <br />3_1 <br />3_5" <br />I_ <br />,� <br />1 <br />K3 <br />1 <br />1'-10" <br />10" <br />16'-0" <br />10" <br />1'-10" <br />1 71 A 1, <br />1 , <br />1 <br />30'-0" <br />11 <br />FOUNDATION PLAN - ELEVATION B <br />1 /4" = 1'-011 <br />ELEV <br />03 1/2" <br />A7 = <br />9 F_ c0 <br />It <br />v <br />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 />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS <br />IN ACCORDANCE W/ AC1224-3R <br />p = FILLED CELL W/(1) #5 VERTICAL <br />0 = 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 />10 KEYNOTE LEGEND I <br />KEYNOTEI ANNOTATION <br />10 <br />1/2" DP X 9 1/2" WIDE RECESS <br />20 <br />1-1/2" DP X 8" WIDE RECESS <br />3� <br />1-1/2" DP X 13" WIDE RECESS <br />ICE MAKER LINE <br />SINK - KITCHEN <br />O <br />REF <br />7D <br />WASHER <br />8� <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 />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. 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