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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 />Lo <br />_ ii M 9 <br />H 0 S3 A7 <br />a- <br />12 ELEV - <br />0'-3 1/2" <br />30'-0" <br />6' X 3' 1 <br />5'-4" 1 T-4" T-4" 3r_2" 5'-2" 1 5'-01r <br />C 1 2' 0" <br />1 1 <br />1 HB <br />Q a Q a 4 1 a A <br />I 2 1 <br />I B 1 <br />I � <br />d I g I - <br />1 � I <br />1 0 <br />N <br />I <br />I N <br />1 I 4 <br />I r rr 1 <br />11 -2 11'-7" 6 7'-3" <br />SINK 1 LAV CJ <br />-- — - <br />- — — — — — — — — — — — — — — — — — — — — — — — <br />4 �I rl - <br />- <br />a I O II 1 <br />6 II <br />LL <br />I w'T <br />o I <br />°D 15'-3 3/8" 5 I I 5'-3 1/2" j <br />_ cc D I u' <br />d \` S3 D iAll � <br />o I <br />4 <br />M <br />10'-8" <br />10" <br />I <br />10 II <br />II <br />� II <br />II <br />i <br />ELEV. <br />I 1 II v <br />(') 0'- Orr <br />11 <br />=LL <br />U <br />III <br />ICJ <br />f-- <br />: <br />oo <br />J_l — <br />_ <br />a <br />1V <br />2r_ <br />" <br />^CC <br />`r° <br />Wi <br />I <br />I <br />I <br />S3 <br />j <br />B <br />9'-10 7/8" <br />I <br />—Ci <br />D <br />1 <br />Ili <br />= = <br />M <br />II U <br />----------- <br />I <br />LLB <br />1 <br />I <br />B <br />J0r0 <br />Ing <br />03 <br />DO <br />I <br />cl <br />1 <br />T <br />1 <br />3r_1rr <br />3r_5rr <br />61 <br />IO <br />D D <br />IO <br />1 <br />d Q <br />A <br />1 <br />16'-0" <br />rr <br />10 <br />1'-10" <br />1 <br />T-4" <br />1'-4" <br />21'-4" <br />8r_8" <br />1 <br />30'-0" <br />FOUNDATION PLAN - ELEVATION B <br />1 /411 = 11-011 <br />ELEV - <br />0'-3 1/2" <br />_U_ <br />U <br />H -obo <br />v <br />"v <br />0 <br />v <br />b <br />v <br />0 <br />;t <br />0 <br />Z%) <br />ELEV. AT 0'-0" (8" MIN. ABV. GRADE) <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/ ACI224-3R <br />p = FILLED CELL W/(1) #5 VERTICAL <br />0 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />© = 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 />20 <br />1-1/2" DP X 8" WIDE RECESS <br />3O <br />1-1/2" DP X 13" WIDE RECESS <br />4O <br />ICE MAKER LINE <br />5o <br />SINK - KITCHEN <br />REF <br />WASHER <br />8� <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 />�A <br />THICKEN EDGE <br />8" x 8" DP <br />(1) #5 CONT. <br />MONO FTG <br />20 x 20,DP <br />(3) #5s CONT. <br />PAD <br />24" SQ x 16" DP <br />#5s 6" O.C. EA. 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