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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 />0 <br />13'-0 1/2" <br />4'-D" 3'-0" S-10" <br />4'-8" <br />RB i I I I il�� ELEV (-) <br />a <br />07 <br />13'-10" <br />C.J. <br />CONTROL JOINT <br />--� — ----- <br />o <br />M <br />Q I <br />_ <br />2'-4 7/8" <br />1, SINK <br />J <br />J <br />CV <br />6 <br />CpL <br />C------- <br />OCV <br />N <br />6 13 <br />0? <br />I 10 <br />CV <br />I 11 <br />13 <br />I <br />l <br />I <br />CV <br />13 <br />iv <br />2'-4 7/8" <br />6 LAV <br />I <br />0 <br />I <br />N <br />I <br />� I <br />C? <br />I <br />N <br />L <br />I <br />4'-1 7/8" <br />FOOTING <br />o <br />�— <br />�yi <br />d � <br />� <br />3'-0" is <br />A <br />pp <br />M <br />:a. <br />' <br />C <br />ELEV (-) <br />0'-3 1/2" <br />_LL <br />U <br />z- <br />E: <br />m <br />4'-4" <br />S-6 <br />30'-0" <br />✓ERALL <br />6'-0" <br />_ 3'-5" <br />10'-11 1/2" <br />4'-3" 4'-0" 4'-0" <br />1 M <br />Q 13 1 <br />I _ n <br />I ii I <br />6 9'-8 1 /2"\ I <br />w I REF -D <br />CO J I <br />I r w - l <br />I r z 4 <br />�V <br />LO r U_ <br />l 16-2" <br />'v it i C.J. I <br />oo ill C 5 <br />60 ll� <br />II c i <br />I I <br />I i 9'-5 1 /8" <br />ELEC/PLUMB <br />GG <br />S3 <br />I— — -- <br />T-3 3/8" <br />FOOTING <br />,Z <br />z I <br />(4) STUD <br />OI <br />COLUMN W/ (S) <br />C <br />- I <br />HTT4 AT BASE <br />D <br />� <br />r <br />U <br />O <br />l <br />p <br />m <br />p K <br />Lu <br />W^GG <br />UI <br />m <br />O S3 0 <br />a: <br />ELEC <br />�31 <br />p <br />1'-9 1/2" <br />ma <br />CC <br />ELEV <br />8 <br />S3 <br />(-) 0'-4" <br />I <br />= <br />LL <br />I <br />13 <br />I <br />I <br />�ao <br />I <br />a <br />zl <br />- <br />z <br />I� <br />I <br />CV <br />F- <br />O <br />U <br />DI <br />r <br />O <br />I <br />ZI <br />r <br />OI <br />B <br />I CONTROL JOINT <br />D <br />N <br />co <br />1 I SEE DETAIL D/S3 I I <br />ao B� FOR FRAME WALL <br />LO <br />TO CMU I I <br />'LoCONNECTIONS <br />M <br />Dd 613 �? <br />11" r <br />00 I <br />0 <br />0 <br />v <br />0 <br />It <br />0 <br />v <br />� O <br />zo <br />v <br />0 <br />v <br />0 <br />A V , ekyfi�m <br />I ME <br />• <br />.• u ` <br />a <br />00 <br />7 5/8" <br />T-8 3/8" 2'-8" 16'-0" <br />5'-8" 20'-0" <br />30'-0" <br />OVERALL <br />FOUNDATION PLAN (ELEVATION B <br />1 /4„ = 1 1 <br />-0" <br />96%T&74 <br />-4" <br />FOUNDATION LEGEND: <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN <br />ACCORDANCE W/ AC1224-3R <br />0 = FILLED CELL W/(1) #5 VERTICAL <br />® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />A = FILLED CELL W/ (2) #5 VERTICAL <br />C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) <br />.'_ (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS <br />m= WINDOW OPENING ABOVE <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 />1D <br />1/2" DP X 9 1/2" WIDE RECESS <br />2D <br />NOT USED <br />(3 <br />1-1/2" DP X 13" WIDE RECESS <br />4� <br />ICE MAKER LINE <br />5� <br />SINK - KITCHEN <br />6� <br />REF <br />WASHER <br />8� <br />W/H <br />9� <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 />C FOOTING LEGEND <br />TAG <br />TYPE <br />SIZE <br />REINFORCING <br />C <br />THICKEN EDGE <br />8" x 8" DP <br />(1) #5 CONT. <br />C <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. 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