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14 FOUNDATION PLAN- ELEVATION A <br />1 /4" = 1'-0" <br />PLUMBING NOTES: <br />7TH EDITION (2020) FBC PLUMBING CODE 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 CHANGE <br />DUE TO JOBSITE CONDITIONS. <br />LICENSED PLUMBER TO VERIFY AND HAS THE <br />AUTHORITY TO CHANGE AS NEEDED. <br />FOUNDATION LEGEND: <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS IN <br />ACCORDANCE W/ ACI224-3R <br />❑ = FILLED CELL W/(1) #5 VERTICAL <br />0 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />(2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS <br />O KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />O <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 />5 <br />SINK - KITCHEN <br />O <br />REF <br />7O <br />WASHER <br />8O <br />W/H <br />9O <br />UNDER SLAB ELECTRICAL CONDUIT <br />10 <br />LAVATORY <br />11 <br />WATER CLOSET <br />13 <br />BEARING WALL <br />14 <br />(3) 2X4 B.U.C. W/ (S) HTT4 AT BTM <br />O FOOTING LEGEND <br />TAG <br />TYPE <br />SIZE <br />REINFORCING <br />O <br />THICKEN EDGE <br />8" x 8" DP <br />(1) #5 CONT. <br />O <br />MONO FTG <br />20" x 20" DP <br />(3) #5s CONT. <br />O <br />jPAD <br />24" SQ x 16" DP <br />#5s 6" O.C. EA. WAY <br />O <br />MONO FTG <br />16" x 12" DP <br />(2) #5s CONT. <br />O <br />MONO FTG <br />16" x 20" DP <br />(2) #5s CONT. <br />OF <br />PAD <br />24" x 30" x 16" <br />DP <br />#5s 6" O.C. EA. WAY <br />AUG 2 4 �021 <br />REiEW PSSIS t• �f"';C. ..�•ed <br />vIRT�Ay�y( <br />Virtual R'e�1e `on,UIeLc,c cl % <br />plans Re'iew WAII ti,e <br />for comp <br />lianoe Aerie Klahr p7C <br />Edition by pebra <br />N <br />• <br />o O <br />00 <br />Lo <br />a <br />AROOL5u05 .� <br />cc <br />a <br />w <br />O <br />w <br />0 <br />z <br />a <br />(11 <br />E <br />M o <br />Q MN 6 <br />N <br />V -0-0� d a <br />QM <br />O N Q <br />�C) <br />to <br />N <br />w Q.!; 2 <br />i of <br />C L a <br />W~ w J w w O Z z <br />w 2 Y <br />wLLI W <br />(j <br />Q Q V <br />O <br />��_�OD: LLUOLL.10 <br />00 <br />LL LLO o O O Z Q <br />= v 8 f <br />~O <br />� <br />l m O <br />��a�'ZzoWZLLo:�0 a <br />?Wz�wc�oad <br />O <br />LL <br />Z <br />J¢¢�owH <br />0w ~� g w 6 m Q <br />Q <br />U- O LL <br />O <br />Z Ll.l <br />0 <br />D) ti <br />O <br />c <br />Q % M <br />w ti <br />I-WQ_M <br />Of 2 _ <br />oo <br />Z U <br />W <br />W <br />_� <br />O <br />N <br />N <br />O <br />N <br />ti <br />N <br />i <br />O <br />O <br />06 <br />Oe- <br />O <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />N <br />N <br />O <br />N <br />o0 <br />O`er- <br />Lh <br />o0 <br />O <br />m <br />r <br />N <br />O <br />m <br />N <br />tr <br />0 <br />.- <br />0 <br />� <br />0 <br />O <br />O <br />r- <br />•- <br />O <br />(fl <br />O <br />C <br />.L <br />0 <br />0 <br />'-t <br />0 <br />O <br />O <br />N <br />N <br />M <br />to <br />co <br />I, <br />co♦^ <br />v, <br />Z Z <br />O <br />O <br />_ <br />owvn <br />Lu <br />.4.r <br />O <br />Uo�o <br />F_o <br />a <br />a <br />Lo <br />-0z <br />(L <br />Q <br />~Lu <br />m0Z <br />O <br />N <br />(' <br />Z w <br />00 <br />�mzw <br />>-mm <br />M <br />�ZZw <br />(V <br />w N <br />O-32z <br />r� <br />Q <br />V <br />SQ Z Z <br />a <br />r1/ <br />LL <br />z <br />Z <br />F <br />U <br />a <br />OV <br />o <br />m <br />� <br />ZAlw <br />J <br />" <br />uj <br />O <br />N <br />LAST PLOT DATE <br />Apr. 26, 22 <br />Z <br />O <br />FOUNDATION <br />J <br />PLAN A <br />