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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 />F-11 <br />0 <br />v <br />0 <br />v <br />O <br />;r <br />0 <br />v <br />M <br />o <br />L <br />0 <br />cn <br />ti <br />N <br />0 <br />v <br />0 <br />;. <br />U <br />� oO <br />a r- <br />ELEV <br />(-) 3-1/2" <br />30'-0" <br />4'-0" L 2'-5" 1. T-10" 1. 3'-9" 1A 4'-4" r 7­7— 5'-4" TT71 2'-4" I. 1 4'-0" <br />15 <br />I II I <br />II <br />I B I I M 2 B <br />II S3 <br />I I I C3 <br />I II I <br />II <br />I II <br />I I l <br />II <br />l ~ U II <br />a W I I l 0 <br />> <br />I J II <br />Q > U) I I l <br />o) - ca <br />N Q >I I I I <br />aow I ii I 14 l <br />--- — —N W-N ZI — — — <br />MT 0 <br />�� �-- --------- <br />{ b � 1 <br />= a ' J l <br />(n I N U <br />.� Z I <br />I I I I - <br />1I <br />11 I W <br />I <br />--------- ----_ J-T I W <br />J I I I I I I l <br />13 I 7T <br />I I it II I l � <br />I I I I I I <br />C, l 10 l u ii I l <br />II I I I <br />II 11 I <br />II II I l <br />I <br />� --I o II II 14 <br />--o ----- —J L— -----------� I <br />PLUMB. I li <br />I II II <br />�}- -6'-31/4"-- -2t-6�- -77--�-r-- ------ -- <br />LAV LAV i r1L <br />1 1 8'-5 1/8" 7 -3 3/8ELEC. CONDUIT SINK/ ELEC CONDUIT <br />II <br />4_0 <br />O I I01111 <br />�❑ <br />lI II II I I l <br />l l4 I i i 1 4 � L�----� <br />16 <br />l 14 I i1 I <br />9,_2„ <br />---------- - - - - - - - - ---REF.---�-i3 <br />II II II � II <br />I 11 I1 11 I � ii l <br />II II II <br />--- -- - _j L 4 ------j <br />----ter ------ ------ r- _7I <br />20'-6" I I I I I I <br />TUB1 <br />17'-7" I 12 u l <br />W/C <br />I II II I I II <br />14'-10" I l <br />i II <br />LAV T-T <br />Ll <br />C3 _ <br />II I <br />-- <br />W <br />10 11 ill 14 ii <br />ll 11 <br />K 1j 11 l <br />S3 i <br />ii c <br />l I K LIT 2'0" �e I <br />l <br />l I S3 AAiH, EF2 <br />' <br />ELEV <br />l (-) 0 -4 7 tL <br />_U_ I ill <br />a� I 1il B <br />T-5" <br />l-- N-------I---------- �` <br />3" 1' <br />-0" <br />l o� I 14 a d 0 <br />i 1'-4" 3,_011 1,_8tt l <br />l <br />I I 14 v ( I <br />l I 31 aB, u- <br />o d <br />L I N J <br />1'-8" 16'-0" 1'_8" 2'_0" 6,_8„ <br />of <br />19'-4" 10'-8" <br />30'-0" <br />FOUNDATION PLAN (ELEV B <br />1 /4" = 1'-011 <br />0 <br />v <br />O <br />O <br />N <br />0 <br />0 <br />in <br />co <br />0 <br />0 <br />t <br />0 <br />v <br />0 <br />M <br />` o <br />J ELEV <br />-1 0'-3 1/2" <br />Lo <br />U <br />H ao <br />a� <br />;C4 <br />FOUNDATION LEGEND: <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN <br />ACCORDANCE W/ AC1224-3R <br />0 = 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 />© = 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 />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 />04 <br />ICE MAKER LINE <br />SINK - KITCHEN <br />6� <br />REF <br />7� <br />WASHER <br />8o <br />W/H <br />90 <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 />0 FOOTING LEGEND <br />TAG <br />TYPE <br />SIZE <br />REINFORCING <br />@A <br />THICKEN EDGE <br />8„ x 8" DP <br />(1) #5 CONT. <br />© <br />MONO FTG <br />16 x 201DP <br />124" <br />(2) #5s CONT. <br />© <br />PAD <br />SQ x 16" DP <br />#5s 6" O.C. 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