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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 />in <br />Sl <br />0 <br />v <br />z <br />M 9 <br />F- o S3 A7 <br />12 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 />3'-4" 3'-4" 3'-2" 5'-2" I 5'-0" • 6 MIL VISQUEEN VAPOR BARRIER <br />MECH. COMPACTED FILL TO 95% OF <br />• MAX. DRY DENSITY <br />l v i 2,_0 TREAT SOIL W/ TERMITE POISONING OR <br />I i • BORACARE TREATED LUMBER IS AN <br />I HB ALTERNATIVE TERMITE PROTECTION TO <br />❑ ❑ ❑ ❑ ❑ ❑ ❑ O SOIL POISONING (TYP) <br />I <br />I <br />2 I v <br />B 1 <br />I ❑ <br />❑ B - <br />I � - <br />o 0 <br />I � <br />N I ❑ <br />I <br />❑ <br />11'-2" 11'-7" <br />7'-3" M <br />,— —SINK — — — I LAV CJ <br />4 I - <br />� <br />---—------ -- J o <br />00o I <br />❑ Oo o II I M <br />6 II <br />w I - ❑ <br />o <br />0O 15'-3 3/8" 5 5'-3 1/2" j <br />Lo <br />cc 0 <br />❑ ` S3 D r <br />00 00 <br />1-8i D 13 - -o--- r ❑ co <br />II - I II c2 <br />II N - <br />cy <br />O N <br />I <br />/H <br />10 <br />1 i-+ o <br />❑ <br />ELEV. <br />III <br />(_) 0'- 4" 11 <br />U" <br />, <br />J <br />tz 50 <br />— �� _ <br />C J <br />rn <br />2W 11 <br />o <br />I <br />I <br />❑ <br />CC <br />S3 <br />B <br />10'-8" <br />9'-10 7/8" <br />q <br />p <br />— <br />CJ <br />�' <br />❑ <br />it r <br />r <br />co <br />II <br />N <br />❑ <br />I LLB <br />❑ <br />B <br />1 <br />o <br />' <br />B <br />L <br />' <br />❑ <br />o <br />J <br />❑❑ <br />100MMA <br />❑❑ <br />A <br />S3 <br />❑ <br />HB <br />O <br />3 <br />B <br />I <br />C <br />M <br />_ <br />o <br />I <br />o <br />N <br />ID <br />❑❑ <br />ID❑ ❑ <br />— I <br />❑ <br />A I <br />1'-10" <br />10" <br />16'-0" 10" <br />1'-10" <br />3-1" <br />1'-0' <br />3'-5" 2, <br />1 0„ <br />21'-4" <br />8' -8" <br />30'-0" <br />ELEV'(-) <br />AF 0'-31 /2" <br />A7 <br />9 bo <br />a <br />PLAN — ELEVATION A <br />Cj:>7ROUNDATION <br />l <br />4 — 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 />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 />0 KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />1/2" DP X 9 1/2" WIDE RECESS <br />1-1/2" DP X 8" WIDE RECESS <br />1-1/2" DP X 13"WIDE RECESS <br />ICE MAKER LINE <br />SINK - KITCHEN <br />6� <br />REF <br />7O <br />WASHER <br />8O <br />W/H <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) #5s CONT. <br />O <br />PAD <br />24 SQ x 16 DP <br />#5s 6" O.C. EA. 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