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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 />ti <br />M <br />9 M � <br />A7 S3 a 60 <br />ELEV - <br />30'-0" XIIF 0'-3 1/2" 12 <br />I 6' X 3' <br />5'-0" I 5'-2" 3'-2" 3'-4" 3'-4" I 5'-4" <br />� <br />�HB <br />O ❑ ❑ ❑ ❑ ❑ ❑ ❑ <br />I <br />I <br />2 <br />I B <br />El <br />I <br />I <br />o I <br />CV <br />❑ I ifl <br />N' ❑ <br />7'-3" 11'-7" 11'-2" <br />CJ LAV I —_--___ SINK <br />M i1 4 <br />L -- - --- --� --- <br />o 0 o 1 <br />❑ <br />Ilj 6 <br />LL <br />❑ i 5'-3 1/2" 16-3 3/8" bo x <br />C) -- � <br />�— D ❑ <br />v I / \ S313 Do <br />ih iI (i iI <br />� I <br />N N <br />oI <br />.� <br />I I I <br />vi <br />II <br />i�1 <br />10 <br />❑ <br />o <br />II <br />I <br />I <br />I I <br />11, <br />ELEV. <br />v <br />(_) 0'- 4" <br />vCi <br />_ <br />-- <br />--- <br />a <br />Fr <br />_2'iv <br />❑ <br />i <br />C/ <br />' <br />� <br />B <br />I <br />I <br />1 1 I <br />/ <br />CC <br />S3 <br />9'-10 7/8" <br />D <br />II <br />rn <br />13 <br />00 <br />I <br />I <br />o� <br />0 <br />10'-8" <br />B <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 />0 <br />0 <br />v <br />0 <br />O <br />N <br />v <br />0 <br />J <br />S6 <br />0 <br />v <br />0 <br />v <br />9 <br />J ❑ <br />A I ° S3 <br />I <br />C 3'-5" 3'-1" -; 3 HB - <br />� yL — <br />iU � <br />❑ I o <br />El El El El 11. <br />I <br />1'-4" 7'-4" 16'-0" 1'-10" <br />10" 21'-4" 10111) <br />I <br />30'-0" <br />ELEV <br />(-) 3 1/2" <br />a bo A7 <br />FOUNDATION PLAN - ELEVATION B <br />1 /4" = 1'-0" <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 />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 />1/2" DP X 9 1/2" WIDE RECESS <br />20 <br />1-1/2" DP X 8" WIDE RECESS <br />30 <br />1-1/2" DP X 13" WIDE RECESS <br />O <br />ICE MAKER LINE <br />O <br />SINK -KITCHEN <br />O <br />REF <br />70 <br />WASHER <br />80 <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 />0 FOOTING LEGEND <br />TAG <br />TYPE <br />SIZE <br />REINFORCING <br />AO <br />THICKEN EDGE <br />8" x 8" DP <br />(1) #5 CONT. <br />© <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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