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= r <br />U <br />� w <br />ELEVa <br />L <br />(-) 0'-3 1/2" <br />S3 <br />30'-0" <br />8'-8" <br />6'-0" <br />164" <br />2'-10" <br />3'-0" 3'-2" <br />5'-4" <br />3'-4" 3'-6 3/8" <br />3'-10" <br />2'-5 5/8" 2'-6" <br />ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) <br />12 <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 />— <br />TREAT SOIL W/ TERMITE POISONING OR <br />o <br />r <br />q <br />• BORACARE TREATED LUMBER IS AN <br />m <br />B <br />ALTERNATIVE TERMITE PROTECTION TO <br />I <br />HB <br />SOIL POISONING (TYP) <br />Q <br />Q <br />QC3 <br />� <br />Q <br />Q CIO <br />El <br />v2 <br />I <br />D <br />GG <br />I <br />M <br />S3 <br />Q <br />S3 <br />13'-2 3/8" <br />I <br />I <br />BRG WALL <br />J <br />O <br />O <br />N <br />T <br />B <br />C� <br />CO <br />� <br />CIOI <br />0 <br />Qw <br />13 <br />w I <br />GG <br />I <br />S3 I <br />o <br />o <br />L <br />13 <br />C.J. <br />= <br />O-- <br />-- <br />--------- <br />--- <br />14 <br />0 <br />B15'-5" <br />13 SINK \ ELEC <br />---------- <br />10 <br />0 <br />o <br />ii <br />ii <br />o <br />E0: <br />• <br />6-2 3/4" <br />_ <br />Q <br />C <br />SHWR <br />� <br />II <br />II <br />Ar- <br />Q I <br />-A <br />CV <br />5CF_ <br />p <br />II <br />11 <br />11 <br />00 <br />IF <br />II <br />-_ <br />CO Y <br />I <br />ih <br />- <br />CD <br />v <br />II 4 <br />rU <br />v <br />LO <br />1REF <br />I <br />1 00 w CC <br />�r <br />II <br />S3 <br />6 <br />I o o <br />4'-2 5/8" <br />13 <br />1 -8' <br />Q BRG WALL <br />II <br />q <br />I <br />—I <br />I I <br />e <br />D <br />� <br />I <br />G <br />S3C.J. <br />I <br />10 <br />BOLLARD <br />D <br />\ <br />Q I <br />I I_ <br />I <br />z— — <br />— <br />E <br />LEV.ILL <br />9 <br />A <br />13 <br />II -- ---------N-4-- — --J'—�— <br />Av 13 <br />z I 9'-10 7/8" L 9'-4" <br />o <br />I <br />oo <br />I <br />p <br />SEE DETAIL D/S3 <br />6 <br />1 <br />FOR FRAME WALL <br />L <br />TO CMU <br />13 <br />CONNECTIONS <br />QC3 <br />a Q <br />136 <br />, o <br />7 <br />I? <br />U <br />J <br />S3 <br />3'-0" <br />1'-11" <br />3'-5" <br />B <br />00 <br />8� <br />A <br />; <br />3 <br />-o <br />io <br />I 'A, <br />M <br />0 <br />SIX <br />ELEV. <br />Ho 3 1 /2" <br />U U <br />aE0 <br />8'-8" <br />6., 10,E <br />10'-0" <br />30'-0" <br />16-0" <br />20'-0" <br />FOUNDATION PLAN (ELEVATION A <br />1 /4„ = 1'-0" <br />'_4" <br />0 <br />v <br />FOUNDATION LEGEND: <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) <br />IN ACCORDANCE W/ AC1224-3R <br />p = FILLED CELL W/(1) #5 VERTICAL <br />® = 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 />0 KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />D <br />1/2" DP X 9-1/2" WIDE RECESS <br />2Q <br />1-1/2" DP X 8" WIDE RECESS <br />3� <br />1-1/2" DP X 13" WIDE RECESS <br />4� <br />ICE MAKER LINE <br />5D <br />SINK - KITCHEN <br />6D <br />REF <br />7� <br />WASHER <br />8D <br />W/H <br />9D <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 />O 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 />C <br />PAD <br />24" SQ x 16" DP <br />#5s 6" O.C. EA. 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