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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 />io <br />0 <br />v <br />0 <br />O <br />N <br />= iL M 9 <br />o A7 <br />a. <br />rij <br />T12 ELEV - <br />0'-3 1/2" <br />30'-0" ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP, <br />6' X 3' I 3-1/2" MIN. 2500 PSI CONC. SLAB OVER <br />S3 <br />14, 5'-4" I 3'-4" 3'-4" 3'-2" 5'-2" I 5'-0" • 6 MIL VISQUEEN VAPOR BARRIER <br />MECH. COMPACTED FILL TO 95% OF <br />_j � • MAX. DRY DENSITY <br />l `' I 2'-0" TREAT SOIL W/ TERMITE POISONING OR <br />I I • BORACARE TREATED LUMBER IS AN <br />Hg ALTERNATIVE TERMITE PROTECTION TO <br />❑ ❑ ❑ ❑ ❑ ❑ ❑ O SOIL POISONING (TYP) <br />I <br />I <br />2 <br />:r <br />B I � <br />I <br />I ❑ <br />❑ B _ <br />I � - <br />F.F.E. 97.17' NAVD 88 I o 0 <br />v <br />C° B.F.E. 89.7' NAVD 88 I cv <br />N � <br />� I ❑ <br />1 V-2" 11'-7" <br />7'-3" ih <br />— SINK — I LAV CJ <br />L-----J-------------------- —I-- ❑ <br />- <br />I I I I iY7 <br />--- -- —� =—_--- -- o <br />O000O I io <br />w I o ❑ <br />5 I <br />a0 15-3 3/8" 5'-3 1/2" <br />CC ❑ N ' S3 D Q <br />1'-8" 13 - ----- ❑ M <br />° I ih <br />-::I_ <br />II �' O <br />' <br />II 04 <br />Li <br />d <br />I <br />10 <br />II <br />I I <br />� <br />I ELEV. <br />III <br />❑ <br />\ <br />I <br />� <br />(-) 0'- 4" 11 <br />J <br />I 2 <br />I <br />p <br />I Iv- co <br />— — <br />— <br />CJ <br />v <br />S6 <br />a, <br />c� <br />2 _ <br />I <br />v <br />I CC <br />S3 <br />10'-81, <br />1 9'-10 7/8" <br />q <br />I <br />I <br />� <br />+ — — — — — <br />CJ <br />— — --------- <br />D <br />I I I M N <br />❑ <br />13 <br />o� rn <br />iv <br />El <br />, LL <br />I ❑ <br />I g <br />1 <br />B <br />L— <br />_ <br />o� <br />o <br />—1 <br />I <br />❑ <br />ih <br />I <br />A <br />S3 <br />I ❑ <br />B <br />I <br />C <br />v <br />HB <br />Q <br />3 <br />UI <br />M <br />v <br />o <br />I <br />O <br /><V <br />❑ <br />❑❑ <br />❑❑ ❑ <br />I <br />❑ <br />A I <br />1'-10" <br />10„ <br />16'-0" 10" <br />1'-10" 3'-1" <br />1'-0' <br />3'-5" 2 <br />21'-4" <br />8'-8" <br />I <br />30'-0" <br />ELEV - <br />0'-3 1/2" <br />g a o <br />FDOUNDATION PLAN - ELEVATION A <br />1 <br />1/4 —1-0 <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS <br />IN ACCORDANCE W/ AC1224-3R <br />❑ = FILLED CELL W/(1) #5 VERTICAL <br />® = 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 />6O <br />REF <br />7O <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 />O <br />THICKEN EDGE <br />8" x 8" DP <br />(1) #5 CONT. <br />O <br />MONO FTG <br />20 x 20 DP <br />(3) 45s CONT. <br />O <br />PAD <br />24 SQ x 16 DP <br />#5s 6 O.C. EA. 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