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►- <br />U LL <br />H � <br />ELEV <br />(-) 0'-3 1 /2" 53 <br />30'-0" <br />ELEV. AT 0'-0" 8" MIN. ABV. GRADE) (TYP) <br />3-1/2" MIN. 2500 PSI CONC. SLAB OVER <br />12 81-81' 6'-0" <br />15'-4" <br />• 6 MIL VISQUEEN VAPOR BARRIER <br />MECH. COMPACTED FILL TO 95% OF <br />2'-10" 3'-0" T-2" - <br />3'-4" 3'-6 3/8" <br />3'-10" 2'-5 5/8" 2'-6" <br />• MAX. DRY DENSITY <br />r <br />TREAT SOIL W/ TERMITE POISONING OR <br />I <br />O <br />• BORACARE TREATED LUMBER IS AN <br />B <br />LH <br />ALTERNATIVE TERMITE PROTECTION TO <br />SOIL POISONING (TYP) <br />v 2 <br />D <br />GG <br />M <br />S3 <br />Q' S3 <br />13'-2 3/8" <br />BRG WALL <br />0 <br />0 <br />-v <br />0 <br />v <br />Q' I F.F.E. (98.37') NAVD 88 w m I 13 <br />IB.F.E. 92' NAVD 88 w I I GG <br />S3 <br />Q, <br />I <br />I <br />I <br />L_ <br />C.J. <br />�—-------- <br />14 <br />B <br />15'-3 5/8" <br />�Q <br />r-i <br />SINK \ ELEC <br />�1------ <br />J +L <br />------ <br />_ _ _ <br />--- <br />10 <br />_� <br />�! <br />II• <br />O <br />SHWR <br />Q, <br />N <br />II <br />i 1 11 5 <br />II <br />4'-2 5/8" <br />11 <br />00 <br />II <br />L __ <br />. 1 <br />> <br />T <br />Z <br />M <br />J <br />U) <br />__ <br />—J <br />— <br />14'-6" <br />I <br />bo <br />CC <br />REF <br />II 6 <br />00 <br />S3 <br />r- <br />' <br />I � <br />_ <br />II <br />13 <br />1'-I <br />it <br />G <br />14 <br />I <br />BOLLARD <br />S3 <br />I <br />i <br />p <br />) .. <br />— <br />Iin <br />0__C.J. <br />ELEV. <br />0- 4 <br />I <br />th <br />8 L <br />O <br />F- <br />I <br />° <br />13 <br />0 <br />al------" —�-- — C.J. — <br />9'-10 7/8" L 9'-4" <br />_z <br />V <br />30'-0" <br />■ <br />MEN 00 ZONE ffiffiffiffil <br />--------------- -- <br />16'-0" <br />18'-8" <br />FOUNDATION PLAN (ELEVATION B <br />1 /4" 1'-011 <br />00 <br />M <br />O <br />d <br />0 <br />-v <br />0 <br />v <br />v <br />0 <br />v <br />0 <br />-v <br />0 <br />O <br />-v <br />co <br />FOUNDATION LEGEND: <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) <br />IN ACCORDANCE W/ ACI224-3R <br />0 = FILLED CELL W/(1) #5 VERTICAL <br />® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />= 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 />1/2" DP X 9-1/2" WIDE RECESS <br />2� <br />1-1/2" DP X 8" WIDE RECESS <br />1-1/2" DP X 13" WIDE RECESS <br />ICE MAKER LINE <br />5O <br />SINK - KITCHEN <br />REF <br />7� <br />WASHER <br />8� <br />W/H <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 />14 <br />(3) BUC W/ HTT4 ON BOTTOM <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 />I� j <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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