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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 />M <br />0 <br />Ch <br />0 <br />0 <br />d- <br />9 M U_ <br />A7 S3 a o <br />ELEV 30'-0" - <br />0'-3 1/2" 12 <br />6' X 3' <br />5'-0" I 5'-2" 3'-2" 3'-4" T-4" I 5'-4" 4'-8" <br />2'-0" I A <br />I <br />HB <br />0 ❑ ❑ ❑ ❑ El El%E1 <br />El <br />I <br />I <br />I B <br />I <br />rEl <br />B ❑ - <br />I <br />o <br />N <br />❑ io <br />N ❑ _ <br />T-3" 11'-7" 1 V-2" <br />CJ LAV I SINK <br />❑ — — — — <br />�I F� 4 <br />j--- <br />I II O°°o� ❑ _ <br />II 6 <br />o w <br />5'-3 1/2" 5 15'-3 3/8" 00 <br />Cn <br />CC <br />D <br />❑ � M <br />N II ' <br />II <br />I <br />I I 10 - <br />II <br />II 1 <br />❑ Q �I � <br />11 ELEV. <br />(-) 0 4 8 <br />CJ U <br />00 _ <br />El ;WC N <br />zo <br />II ^cC <br />B i S3 <br />9'-10 7/8" 10'-8" <br />IILr- <br />li D <br />I <br />El <br />N --- CJ +- <br />- — — — — — — — — — — — — <br />rn <br />II <br />❑ r � _j I ❑ <br />I <br />1 B <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 />00 <br />0 <br />d- <br />0 <br />0 <br />'I <br />0 <br />❑ I <br />❑❑ ❑ ❑ ❑❑ J ❑ <br />❑ S3 <br />y I <br />3'-5" 3'-1" 1 6 HB - <br />cU 3 0 v <br />ElI C) <br />— — — — — — ---- — <br />A <br />I <br />I <br />Y-4" T-4" ell-1 0. 16'-0" <br />8'_8� 10" 21'-4" 10" <br />I <br />30'-0" <br />ELEV <br />(-) 3 1/2" <br />_ I­_(:A7 <br />bo <br />FOUNDATION PLAN - ELEVATION B <br />1 /4" = 1'-ofl <br />O <br />CV <br />'. <br />J <br />S6 <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN <br />ACCORDANCE W/ AC1224-3R <br />❑ = 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 />O <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 />O <br />SINK - KITCHEN <br />O <br />REF <br />O <br />WASHER <br />8O <br />W/H <br />90 <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 />AO <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 />© <br />PAD <br />24" SQ x 16" DP <br />#5s 6" O.C. EA. WAY <br />DO <br />MONO FTG <br />16" x 12" DP <br />(2) #5s CONT. <br />APR 0 8 2023 <br />VR/\ <br />virtual Review Assist. 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