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■l�II�R .. ,,L 1 1.1 III_ i i l- 1..L I. <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 />p = FILLED CELL W/(1) #5 VERTICAL <br />® = 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 />1D <br />1/2" DP X 9-1/2" WIDE RECESS <br />2D <br />1-1/2" DP X 8" WIDE RECESS <br />30 <br />1-1/2" DP X 13" WIDE RECESS <br />4� <br />ICE MAKER LINE <br />5O <br />SINK - KITCHEN <br />6O <br />REF <br />7o <br />WASHER <br />8o <br />W/H <br />90 <br />UNDER SLAB ELECTRICAL CONDUIT <br />10 <br />LAVATORY <br />11 <br />WATER CLOSET <br />13 <br />BEARING WALL <br />14 <br />1 (3) 2X4 B.U.C. W/ (S) HTT4 AT BTM <br />Q 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 />CC <br />PAD <br />24" SQ x 16" DP <br />#5s 6" O.C. EA. WAY <br />C <br />MONO FTG <br />16" x 12" DP <br />(2) #5s CONT. <br />C <br />MONO FTG <br />16" x 20" DP <br />(2) #5s CONT. <br />C <br />PAD <br />4 x 30" x 6' <br />#5s 6" O.C. EA. WAY <br />AUG 0 3 2022 <br />V7 /\, <br />v/RTV!. fit: EW ASSISI <br />Artuai Review Assist, Inc. <br />Plans Pevi.evv romrir t-p.� and apor^•'!sd <br />for con iaoc2 win the 2�1 0 <br />rp :"th <br />Edition by Deora Anne Klahr P 2300 <br />FOUNDATION PLAN- ELEVATION B <br />1 /4„ = 1'-011 - <br />N <br />N <br />O <br />N <br />F H <br />t <br />Rp <br />a J Co <br />4) 2 <br />O <br />w <br />0 <br />z <br />Q <br />^` <br />W <br />E <br />L '='o u <br />M 0' <br />can <br />t� �°_m uC) <br />Co') <br />2 O 2 <br />.� o U- 8 m <br />s .'. <br />•� <br />Z_ <br />EC6 9) <br />L O <br />a Q. <br />Lu <br />uj <br />w <br />wwQ "' J it �zw <br />xu)u-UOu-JO <br />W <br />Q V <br />��g J 0 <br />:�X ZU-w_zm_jo -- ~ <br />oZo�OO�mZ� 0 <br />� H- <br />000 <br />�LL1 <br />�(L Foww�'cnwxQ, <br />JaQOw�2zwzowc�oa <br />� <br />O Z <br />LL <br />�pw �f- -�_YZo <br />a Q <br />OQ wO O Oaa- <br />O <br />Z N <br />Ow <br />O <br />M <br />� CIF) <br />2 <br />U) <br />ozQ <br />W l') <br />F_ w a. _M <br />Z C) <br />z <br />W <br />W <br />J O <br />O <br />d0' <br />N <br />N <br />O <br />N <br />I <br />ti <br />N <br />I <br />O <br />O <br />o0 <br />CoCID v- <br />001 <br />•- <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />N <br />N <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 />O <br />N <br />N <br />I <br />O <br />�� <br />I <br />9 <br />M <br />� <br />N <br />O <br />M <br />M <br />0 <br />0 <br />O <br />0 <br />0 <br />0 <br />.Lo <br />; <br />0 <br />0 <br />N <br />0 <br />M <br />O <br />"T <br />O <br />Lo <br />O <br />CO <br />CI <br />I-- <br />I <br />Cr <br />CO w_ <br />Z Z <br />O <br />WZ.) <br />W w (n <br />> <br />}I <br />O <br />Uo—o <br />1­—o <br />a <br />a <br />Lr � <br />� <br />awl=- <br />Q <br />0 <br />Z <br />Q <br />I—w�a <br />=m0=z <br />c'V <br />C�Z�J <br />M <br />a,ZZLL <br />Z W <br />(o <br />w fV <br />O-12z <br />QV�zz <br />. <br />z <br />Z <br />�a0 <br />U <br />v <br />a.Oo <br />m <br />z <br />z <br />w <br />w <br />J <br />N <br />w Co <br />PLOT DATE <br />>LAST <br />. . <br />Apr. 25, 22 <br />FOUNDATION <br />— J <br />P AN B <br />