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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 />M_ <br />F9 <br />30'-0" vie <br />OVERALL <br />13'-0 1/2" 6'4" 10'-11 1/2" vot <br />4'-0" 3'-0" 3'-10" 3'-6 io 3'-5" 4'-3" 4'-0" 4'-0" <br />A <br />12 = LL <br />4'-8" tz _0 <br />1)" <br />HB ° _ ELEV (-) ts3 C B <br />13'-10" <br />C.J. <br />I I <br />CONTROL JOINT <br />o <br />M <br />7 QI <br />d Q Q 4 I <br />n <br />II _ I'II <br />I <br />� I <br />6 <br />b U 9'-8 1/2'\ <br />W REF -- A <br />Cl) J <br />�W _ <br />Y 4 <br />z <br />in U �U) <br />16'-2" <br />C.J. <br />I I <br />I ! III <br />0o C 5 <br />a B <br />I a0 <br />J� 9'-5 1 /8" I <br />1 ELEC/PLUMB �— <br />GG <br />------ ��\ S3 <br />I �� — — — — 7'-3 3/8" <br />FOOTING <br />I \ 13 <br />;Z <br />z I (4) STUD <br />51 COLUMN W/ (S) C <br />HTT4 AT BASET D L I <br />oU O Q <br />2'-4 7/8" <br />`?It <br />SINK <br />z I <br />q <br />J <br />W <br />N <br />O <br />U <br />Cl) <br />p <br />O0 <br />K v <br />w <br />7'-3 3/8" <br />d <br />I <br />i <br />(0 <br />S3 o <br />m GG <br />ELEC <br />v CD <br />0 <br />N <br />C=----� <br />rl <br />S3 <br />I <br />1'-9 1/2" <br />iv <br />(� <br />I <br />D <br />WH <br />0o <br />I 10 <br />N <br />111 <br />S <br />I <br />CC <br />ELEV I <br />d <br />8 <br />I <br />D <br />13 <br />I <br />M <br />U- I <br />I <br />iv <br />I <br />I <br />I <br />zl <br />z <br />I �� <br />-11 <br />o <br />I <br />O <br />U <br />N <br />I <br />-0 <br />2'-4 7/8" <br />u- M <br />Y <br />LAV <br />d <br />I <br />I <br />i; <br />Cn <br />I <br />ao <br />100 <br />00 <br />i <br />I <br />o <br />D <br />&4 <br />ILl�_t_ <br />1 <br />AV—d <br />4'-1 7/8" <br />co <br />QBL <br />FOOTING <br />M <br />- <br />dd dd <br />dd <br />q? <br />I C)U <br />11 <br />°O <br />Q <br />1 _p <br />3,-0„ 8„ <br />4' 1.. <br />4, <br />� <br />M <br />A <br />A <br />M <br />C IQ <br />dd <br />dd0d <br />60 <br />ELEV (-) <br />0'-3 1/2" <br />7 5/8" <br />_ <br />1'-4" <br />3'-8 3/8" <br />2'-8"- <br />0 <br />of <br />I- <br />L <br />b0 <br />- <br />4'-4" <br />5'-8" <br />�I <br />O' <br />WI <br />OUi B <br />CONTROL JOINT <br />— — — — — — — <br />N ° <br />I M <br />SEE DETAIL D/S3 I N <br />FOR FRAME WALL <br />TO CMU <br />CONNECTIONS I <br />30'-0" <br />OVERALL <br />0 <br />0 <br />;a <br />u <br />B 3 i 0 _ <br />—t- — Oo _ <br />N <br />16'-0" <br />20'-0" <br />FOUNDATION PLAN (ELEVATION B <br />1 /411 = 1'-0„ <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 />0 = 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 />O KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />\_'_/ <br />1/2" DP X 9 1/2" WIDE RECESS <br />Q <br />NOT USED <br />Q <br />1-1/2" DP X 13" WIDE RECESS <br />4 <br />ICE MAKER LINE <br />SINK - KITCHEN <br />REF <br />WASHER <br />W/H <br />T <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 />© <br />PAD <br />24" SQ x 16" DP <br />#5s 6" O.C. EA. 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