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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 />O <br />;t <br />0 <br />v <br />0 <br />0 <br />N <br />_ U_ M 9 <br />o S3 A7 <br />EV <br />12 L 1/2" r <br />6' X 3' <br />' <br />- <br />5'-4" I <br />3'-4" <br />3'-4" <br />3'-2" <br />5'-2" I <br />5'-0" <br />A <br />1 <br />1 <br />2' _0" <br />1 <br />HB <br />Q <br />❑ <br />O <br />❑ ❑ ❑ <br />I <br />Q <br />O <br />F—2 <br />I <br />I— <br />B <br />I <br />❑ <br />❑ <br />g <br />I <br />I <br />I <br />r <br />o <br />0 <br />r <br />�- <br />T <br />N <br />I <br />I <br />7'-3" <br />ih <br />SINK <br />I <br />LAV <br />CJ <br />,— — <br />_ <br />4 <br />� <br />- <br />ih <br />— <br />o <br />6 <br />II <br />Lu <br />5 <br />1 <br />CDI <br />❑ <br />°O <br />15'-3 3/8" <br />5'-3 1/2" 0 <br />I <br />`- <br />LO <br />❑ CC D N -v <br />00 , <br />13 - -----� ❑ M <br />CV I N o N <br />� IT <br />II <br />10 II <br />II <br />II <br />9 <br />ELEV. <br />III <br />❑ <br />(-) 0'- 4" <br />J <br />=LL <br />U� <br />l ii <br />1 1 <br />o <br />S6 <br />- <br />rn <br />~ 00 <br />!lam <br />—} LL — <br />— <br />CJ <br />v <br />cV <br />2i_ <br />o <br />^CC <br />C° <br />W <br />❑ <br />9'-10 7/8" <br />i <br />q <br />I <br />D <br />� <br />— <br />CJ <br />I 1 <br />�' <br />❑ <br />M <br />1 1 <br />co <br />II r <br />r <br />N <br />❑ <br />LL <br />I 7 <br />❑ <br />o <br />g <br />1 <br />- <br />B <br />i <br />cl <br />o <br />S3 <br />❑ 1 <br />A <br />B <br />1 <br />C <br />HB <br />O 3 <br />U <br />M <br />d <br />o <br />I <br />A 1 <br />101, <br />16'-0" <br />10" 1'-10" <br />3'-1" 1'-0' <br />3'-5" 2'—',, <br />21'-4" <br />8'-8" <br />30'-0" <br />i <br />ELEV - <br />0'-3 1/2" <br />= LL <br />A7 <br />U <br />g <br />H w <br />FOUNDATION <br />PLAN - <br />ELEVATION <br />A <br />(: <br />- - -- -- <br />1 /4 - <br />11-011 <br />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 />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS <br />IN ACCORDANCE W/ AC1224-3R <br />❑ = FILLED CELL W/(1) #5 VERTICAL <br />ICI = 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 />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 />O <br />ICE MAKER LINE <br />O <br />SINK - KITCHEN <br />6O <br />REF <br />�J <br />WASHER <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) #5s CONT. <br />C <br />PAD <br />24 SQ x 16 DP <br />#5s 6 O.C. EA. WAY <br />O <br />MONO FTG <br />16 x 12 DP <br />(2) #5s CONT. <br />MAR 0 4 2023 <br />Virtual Review Assist. 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