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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 3 a ap <br />ELEV 30'-0" - <br />0'-3 1/2" 12 <br />I 6' X 3' <br />5'-2" T-2" 3'-4„ T-4 I 5'-4„ 4'_8" <br />2'-0" I A 1 <br />I <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 />HB <br />O ❑ ❑ ❑ ❑ ❑ ❑ ❑ <br />1 <br />I <br />2 o <br />I <br />❑ I B <br />I <br />o <br />9 0 1 <br />N I <br />❑ <br />I � <br />.— N ❑ <br />c%> 7'-3" 11'-7" 11'-2" <br />CJ LAV I ----- SINK _ <br />-- --I— — — — — — — — — — — —— — —[--- o <br />4 v <br />❑ <br />M ( 1 II o 0 6 <br />II <br />O <br />❑ j 5'-3 1 /2" I I 5 15'-3 3/8" _co W <br />LO <br />D CC - -] <br />D <br />S3 <br />' II Ir— <br />' II � <br />118 <br />0 - I N � I (V <br />9 I N <br />v II 10 � <br />I I <br />o 4-4 l ELEV. I - <br />iiI 11 () - 0'- 4" I I v <br />I I I f- <br />p 2 U <br />CJ zl- <br />- — — I I-1— 1, tz co <br />FF-- --- (L I v> <br />I i _z" � <br />C cD I O <br />1 4 ^cC I ( v <br />B 1 i 1 S3 <br />I <br />9'-10 7/8" 10'-8" <br />I <br />D <br />❑ -- — — — — — — —----C'J <br />I , <br />III I <br />`4 I I <br />I <br />❑ I E _jI I I ❑ <br />o <br />I o <br />A I ❑ I S3 <br />V O I HB v <br />I o <br />• <br />I A <br />3'-5" I T-1" 1'-10" 16'-0" 1'-10" <br />81_1'-0" 10" 21,�" 10" <br />v <br />30'-0" <br />ELEV <br />(-) 3 1/2" <br />_ " 9 <br />Uz- <br />a _ A7 <br />FOUNDATION PLAN - ELEVATION A <br />1 /411 = 1 '-011 <br />S6 <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS <br />(CJ) IN ACCORDANCE W/ ACI224-3R <br />❑ = FILLED CELL W/(1) #5 VERTICAL <br />o = FILLED CELL W/(1) #5 TURNED 2'4" INTO SLAB <br />O = 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 />O <br />1-1/2" DP X 13" WIDE RECESS <br />O <br />ICE MAKER LINE <br />0 <br />SINK - KITCHEN <br />O <br />REF <br />O <br />WASHER <br />O <br />W/H <br />9O <br />UNDER SLAB ELECTRICAL CONDUIT <br />10 <br />LAVATORY <br />11 <br />WATER CLOSET <br />12 <br />42 x 421A/C CONCRETE PAD <br />13 <br />BEARING WALL <br />Q FOOTING LEGEND <br />TAG <br />TYPE <br />SIZE <br />REINFORCING <br />OA <br />THICKEN EDGE <br />8" x 8" DP <br />(1) #5 CONT. <br />© <br />MONO FTG <br />20 x 201DP <br />(3) #5s CONT. <br />© <br />PAD <br />24" SQ x 16" DP <br />#5s 6" O.C. EA. WAY <br />QD <br />MONO FTG <br />16" x 12" DP <br />(2) #5s CONT. <br />AUG 2 4.2022 <br />vIPTUAL REvfE`•: ASS13 <br />Re -..-1 <br />Plans Review cuv� y <br />for corr�plia11Ce wiAntKlahr PX2�00 <br />Edition by Debrane <br />CN <br />+ <br />' r J J D a�,• <br />st <br />o <br />• * — , • <br />00 <br />LO <br />Asp' 805 <br />• .4� <br />a <br />w <br />_ f j�9-•�j' <br />O <br />w <br />z <br />Q <br />V) A, E <br />0 0 <br />W 0 c? 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