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ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) <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 />• TREAT SOIL W/ TERMITE POISONING OR <br />BORACARE TREATED LUMBER IS AN <br />ALTERNATIVE TERMITE PROTECTION TO <br />SOIL POISONING (TYP) <br />A <br />0 <br />in <br />O <br />d <br />0 <br />M <br />0 <br />M <br />ti <br />N <br />0 <br />v <br />N1= <br />(-) 3-1 /2" <br />30'-0" <br />4'-0" L 2'-5" L 3'-10" I. 3'-9" L 4'-4" r 7 ---- 7— 64" 'r-7-1 2'-4" 1- 1 4'-0" <br />B I I M 2 B <br />S3 i <br />I I II I I <br />I II I <br />I II I I <br />1; 0 <br />J <br />aw - as > <br />rQ No gl ;; I <br />N0. Nzl 0 II I� <br />--- w <br />— — <br />________ __ — —T O-- 0 ------ 1 <br />fn a I N U 1 <br />I I I I r Y I I <br />z Of <br />11 ii I iiNFn w <br />II II J II I I � <br />- ------ - �� I w <br />J I I I I I I I <br />13 I n <br />I I ili ii I I <br />I I I I I <br />I <br />C310 u II ' <br />I II II <br />I II II ( <br />II II I <br />II II I <br />-- ------ ---------- <br />2'-2 3/8"-__-------------------- ---- <br />PLUMB. — _ <br />�1— 6'-31/4"-- 2-6'——---r--T------------ — <br />LAV LAV 7'-3 3/8" <br />_ _ _ I i <br />�__ELEC. CONDUIT SINK / ELEC CONDUIT <br />F--- J I <br />I <br />II 11 <br />I II II I <br />I 9 O �I <br />II II 11 I x1 I �L--- I O <br />I <br />I I 5 'II <br />------------------ <br />i I <br />14 I lii � 6 / - <br />I I 91 2aa <br />--— — — — — — — — — — — — — — — ---REF.---� <br />13 _ _ <br />- <br />---JIB - -- - �IL ------I <br />20'-6" <br />C3 I TUBI <br />17'-7" I 12 u <br />W/CI <br />14'-10" <br />LAV <br />I u I I I --- I <br />�---------_ --------------------------- - ----- -- ------ <br />W/H I 10 11 ;Il 14 ii w <br />I <br />�� <br />I K �I <br />Q I S3 ill <br />I III II <br />K <br />2' 0" <br />I i S3 ii ASHE <br />J <br />ELEV13 <br />2 1~L I i l �0 <br />I <br />d� I III B 1 <br />11 <br />I I i 3 -5" <br />— — — — —I— — — — — — — — — — 3" 11_0 <br />11 <br />-------- —__1 <br />I I 14 C3 0 [73 0 <br />OP <br />1'-4" 3'-0" 1'-8" <br />B ( D 61_0 <br />n 41_QII <br />I <br />� I I o I <br />14 v <br />3 B <br />,C <br />N �ANO <br />1'4" 16'-0" 1'-8" 2'-0" 6'-8" <br />19'-4" _ 10 -8 <br />30'-0" <br />FOUNDATION PLAN ELEV B <br />1 /411 = 1'-0" <br />11, <br />O <br />it <br />O <br />N <br />N <br />1 <br />o _ <br />1 O <br />fV <br />LO <br />O <br />N <br />ELEV <br />0'-3 1/2" <br />U� <br />f- eo <br />ar <br />FOUNDATION LEGEND: <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN <br />ACCORDANCE W/ AC1224-3R <br />13 = 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 />C 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 />O KEYNOTE LEGEND <br />KEYNOTE ANNOTATION <br />1� <br />1/2" DP X 9 1/2" WIDE RECESS <br />2� <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 />5� <br />SINK- KITCHEN <br />6� <br />REF <br />7D <br />WASHER <br />8� <br />W/H <br />9� <br />UNDER SLAB ELECTRICAL CONDUIT <br />10 <br />LAVATORY <br />11 <br />WATER CLOSET <br />12 <br />TUB <br />13 <br />36" x 60" SHOWER PAN <br />14 <br />CONTROL JOINT <br />15 <br />42" x 42" A/C CONCRETE PAD <br />O FOOTING LEGEND <br />TAG <br />TYPE <br />SIZE <br />REINFORCING <br />OA <br />THICKEN EDGE <br />8" x 8" DP <br />(1) #5 CONT. <br />C <br />MONO FTG <br />16" x 20" DP <br />(2) #5s CONT. <br />C <br />PAD <br />24" SQ x 16" DP <br />#5s 6" O.C. EA. 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