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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 />_ LL M 9 <br />_o A7 <br />12 ELEV - arik <br />0'-3 1/2" S3 <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 />5'-4" 1L II 3'-4" 3'-4" 3'-2" 5'-2" 1 5'-0" • 6 MIL VISQUEEN VAPOR BARRIER <br />MECH. COMPACTED FILL TO 95 /o OF <br />• MAX. DRY DENSITY <br />A 1 2'-0" TREAT SOIL W/ TERMITE POISONING OR <br />I I • BORACARE TREATED LUMBER IS AN <br />I Hg ALTERNATIVE TERMITE PROTECTION TO <br />IQQ <br />❑ ❑ ❑ ❑ ❑ ❑ ❑ O SOIL POISONING (TYP) <br />I <br />I <br />� B I <br />I <br />I ❑ <br />❑ g - <br />I <br />I v <br />�Q fV <br />i <br />� N <br />� I ❑ <br />11'-7" <br />7'-3" ih <br />-- -_,-- SINK --------------------- I LAV CJ <br />4 ri I1 <br />❑ <br />6 <br />c Lu I o ❑ <br />°O 16-3 3/8" 5 5'-3 1/2"Lo <br />j <br />❑ �\ S3 D D— I iv v <br />- - - - -, <br />1 _g D 13 l i ❑ <br />ih M <br />O I fV I <br />5 <br />N C <br />v 10 <br />ELEV. III ❑ <br />0'- 4„ 11 v <br />I =LL I o <br />J I CJ v <br />c I co 2W 11 I <br />❑ <br />v I CC <br />- <br />10'-8" 9'-10 7/8" I c <br />D <br />— — <br />CJ ❑ <br />N <br />❑ iL I ❑ <br />I B I 1 <br />q I L <br />cp <br />❑ M <br />o <br />S3 ❑ I A <br />HB B I C <br />�* a 3 --L) � <br />o I <br />N ❑ ❑❑ ❑❑ ❑ — I ❑ o <br />A , <br />21- 1 _0 <br />101 16'-0" 3'-5" <br />21'-411 8 Q <br />I V <br />30'-0" <br />ELEV - <br />0'-3 1/2" <br />A7 = LL <br />U� <br />g 60 <br />a <br />D1FOUNDATION PLAN - ELEVATION A <br />1 /411= 11-011 <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 />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 />0 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 />O <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 />(A) <br />THICKEN EDGE <br />8" x 8" DP <br />(1) #5 CONT. <br />OB <br />MONO FTG <br />20" x 20" DP <br />(3) #5s CONT. <br />© <br />PAD <br />24 SQ x 16" DP <br />#5s 6 O.C. EA. 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