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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/ AC1224-3R <br />❑ = FILLED CELL W/(1) #5 VERTICAL <br />0 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />O = 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 />1O <br />1/2" DP X 9-1/2" WIDE RECESS <br />2O <br />1-1/2" DP X 8" WIDE RECESS <br />3O <br />1-1/2" DP X 13" WIDE RECESS <br />4O <br />ICE MAKER LINE <br />5O <br />SINK - KITCHEN <br />6O <br />REF <br />7O <br />WASHER <br />W/H <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 />C 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 />© <br />MONO FTG <br />20" x 20" DP <br />(3) #5s CONT. <br />O <br />PAD <br />24" SQ x 16" DP <br />#5s 6" O.C. EA. WAY <br />OD <br />MONO FTG <br />16" x 12" DP <br />(2) #5s CONT. <br />OE <br />MONO FTG <br />16" x 20" DP <br />(2) #5s CONT. <br />O <br />PAD <br />24" x 30" x 16" <br />DP <br />#5s 6" O.C. EA. WAY <br />1UL 2 % TO <br />Virtual Review Assist, ", /ed <br />Plans Review completed and <br />for compliance w'AnneeKlahRr PX23�U Edit!"by Debra <br />FOUNDATION PLAN- ELEVATION A <br />1 /4„ = 1'-011 <br />M <br />N <br />O <br />„ <br />uo <br />Lo <br />co <br />Ln <br />O <br />uj <br />W <br />`o o U <br />in CM �! <br />tn MO <br />� <br />D a <br />d M <br />v <br />�O rt5 <br />Q Q <br />�CN <br />u w aN # <br />c <br />L o E � ,cm <br />W <br />LLjw <br />LU L (6 W O F- <br />WI-~ erg-' UJ W YzW z <br />0 <br />U <br />F <br />�5-J�0 x�,�ogo <br />cr z o <br />oWxloiowo98°0d <br />6 <br />a 0 Z <br />WLL <br />W <br />_joa z�og6zo <br />QoW <br />o <br />Qoq_ <br />g'-� Wz <br />oQ aQ <br />Q <br />i <br />O <br />Z N <br />Ow <br />D : ti <br />F— cM O <br />Q M � <br />� <br />U) - <br />f-'Wa_M <br />00 <br />ZUH <br />ZJ0 <br />W <br />O <br />(D <br />N <br />N <br />N <br />N <br />N <br />N <br />flL <br />N <br />4 <br />-­ <br />4 <br />v,- <br />O <br />N <br />O <br />cV <br />O <br />0 <br />0 <br />OC <br />06 <br />of <br />.— <br />CAD <br />0o0 <br />N <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />N <br />O <br />N <br />O <br />N <br />' <br />CV <br />O <br />N <br />CO <br />O <br />of <br />r <br />ob <br />O <br />M <br />N <br />O <br />M <br />N <br />O <br />O <br />p <br />CD <br />O <br />Q <br />Q <br />N��oOC�0000 <br />M <br />It <br />Lo <br />N <br />I I <br />LO <br />O 1 <br />ti <br />' cr <br />co <br />Z Z <br />-_o <br />Oo <br />owe <br />O <br />cm <br />V��a <br />�� <br />�-0 <br />Cn <br />zwMQ <br />� <br />t� <br />=m0z <br />Q <br />N <br />�Zw <br />J <br />}-mzW <br />rn <br />CLzz" <br />w N <br />O_j2z <br />�Na <br />�'LOZ <br />Z <br />z <br />Z <br />FQo <br />U <br />oUg <br />� <br />�- 00 <br />l< <br />z <br />Z <br />W <br />cl) <br />N <br />S <br />LAST PLOT DATE <br />May. 9, 23 <br />Z+-r <br />O <br />FOUNDATION <br />_I <br />PLAN A <br />