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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 />A7 T <br />a co <br />ELEV - <br />0'-3 1/2" — 12 <br />30'-0" <br />6' X 3' <br />5'-2" 3'-2" 3'-4" 3'-4" I(51-4#1 4'-8" <br />., 21-0" <br />HB <br />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 />X <br />❑ ❑ ❑ ❑ El ❑ ❑ <br />I <br />EI <br />I <br />I B � <br />I <br />© ° - <br />v I <br />�i p I <br />CV 0? <br />N p <br />71-311 <br />CJ LAV i SINK <br />_ p � <br />in i 4 <br />L___ — <br />O i --- — — = = = � — — — -- — <br />I o00 <br />M I II o 0 6 ❑ <br />p I LL <br />00 <br />Cn <br />5 3 1/2" 1 1 5 15 3 3/8 <br />_� CCcq <br />I D S3 ;' p <br />V`81e. <br />a <br />C _ N 1—I I fV I O <br />9 <br />�I <br />10 <br />�I �/H <br />p CDi i I O ELEV. o <br />III <br />0'- 4" <br />H <br />o ii =L <br />CJ it U� <br />-- — I <br />�-r-- --- d - <br />2„ <br />p it I tc <br />� CC <br />B i S3 <br />9'-10 7/8" 10'-8" <br />__ CJ <br />p A� ii I 13--- -------- — --- CL <br />i <br />fV C J J I <br />s3 ° <br />B <br />M C 3'-5" 3'-1" 3 Hg - <br />o L Y <br />I o <br />p , <br />p ❑ I — ❑ ❑❑ ❑❑ ❑ N <br />------ ---- - <br />A <br />I <br />1'-4" 7'-4" I 1'-10" 16'4" <br />1- - <br />10" 10"— <br />8'-8" 21'-4" <br />TI 30'-0" <br />(-) 3 1/2" <br />= LL 9 <br />Ur <br />c o A7 <br />FOUNDATION PLAN - ELEVATION B <br />1 /411 = 1'-011 <br />J <br />S6 <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN <br />ACCORDANCE W/ AC1224-3R <br />p = FILLED CELL W/(1) #5 VERTICAL <br />® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />0 = 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 />U <br />1-1/2" DP X 8" WIDE RECESS <br />(3) <br />1-1/2" DP X 13" WIDE RECESS <br />ICE MAKER LINE <br />U <br />SINK - KITCHEN <br />6O <br />REF <br />7� <br />WASHER <br />U <br />W/H <br />U <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 />DA <br />THICKEN EDGE <br />8" x 8" DP <br />(1) #5 CONT. <br />© <br />MONO FTG <br />20" x 20" DP <br />(3) #5s CONT. <br />�G <br />PAD <br />24" SQ x 16" DP <br />#5s 6" O.C. 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