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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 />ME <br />0 <br />zo <br />_ M 9 <br />o S3 A7 <br />112 EEV <br />0L 1/2" a r <br />c�1 <br />' 6' X 3' ' <br />3'-4" T-4" 3'-2" 5'-2" <br />v I 2 <br />i I HB <br />❑ ❑ ❑ ❑ Q ❑ ❑ O <br />1 <br />I <br />F_ 2 I— <br />B <br />I ❑ <br />❑ B - <br />o <br />T T <br />r <br />N I ❑ <br />I <br />1 V-2" 1 V-7" 11 7'4" <br />—,--SINK --------------------- I LAV CJ <br />�— - — — <br />4 5 - <br />1 _ Cl) <br />— i — — --_ <br />Oo o II <br />6 II <br />W CDII I ❑ <br />00 15'-3 3/8" 5 I I 5'-3 1/2" <br />CC D D— <br />; I D 13 I I �' ❑ <br />II <br />10 II <br />II <br />�I <br />ELEV. III I ❑ <br />8 I (-) 0- 4 <br />H <br />I = LL I� <br />U �_ CJ <br />o 014 <br />2W I l <br />CC i <br />S3 B <br />9'-10 7/8" <br />I <br />— CJ I i i � N ❑ <br />ElI I LL] ❑ <br />B <br />o I I 1 <br />d B L — <br />0 <br />S3 ❑ I <br />HB ' B I C <br />0 3 U <br />o i <br />CI col 00 0- <br />A 1 <br />'1'-10" 101, 16'-0" 10"-;)1'-10" 3'-1" 1 1'-0' 3'-5" 2" <br />21'-4" 8'-8" <br />1 , <br />30'-0" i <br />FOUNDATION PLAN - ELEVATION A <br />1 /411 = 1'-011 <br />ELEV - <br />0'-3 1/2" <br />7 = U_ <br />A <br />U <br />9 d o <br />1'-0" <br />O <br />M <br />0 <br />r <br />;t <br />N <br />ELEV. AT 0'-0" (8" MIN. ASV. 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 />❑ = 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 />ICE MAKER LINE <br />O <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 />OC <br />THICKEN EDGE <br />8" x 8" DP <br />(1) #5 CONT. <br />O <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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