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NOTE: <br />WHEN A/C UNIT REQUIRED TO BE <br />ABOVE FFE PLEASE PROVIDE <br />CANTILEVER PLATFORM - PROVIDE <br />(1) #5 IN GROUT FILLED CELL AT <br />EACH BRACKET. ALL CELLS TO BE <br />FILLED SOLID W/ GROUT. <br />0 <br />Ln <br />eo <br />d <br />: <br />- <br />M 9 <br />U� <br />S3 tz 60 A7 <br />12 ELEV <br />0'-3 1/2" <br />6' X 3' <br />4'-8" <br />5'-4" <br />1 <br />3'-4" <br />6 3'-4" <br />& T-2" <br />5'-2" 1 <br />5'-0" <br />1 <br />lI <br />I <br />2'-0,� <br />1 <br />HB <br />D <br />> <br />D D <br />D <br />D I D <br />C <br />I 2 <br />1 <br />I <br />B 1 <br />1 <br />I <br />9 <br />B <br />_ <br />1 <br />� <br />I <br />1 <br />r <br />o <br />r <br />IN <br />r <br />N <br />1 <br />1 <br />I <br />9 <br />13 <br />11 -2 <br />11 -7 <br />7'-3" <br />_,--SINK <br />1 <br />LAV <br />C.J. <br />---------------co <br />D <br />6 <br />II <br />I <br />wCD <br />of <br />°° <br />15'-3 3/8" <br />5 <br />10 <br />5'-3 1/2" <br />D <br />1 <br />1 <br />D <br />` <br />CC <br />S3 <br />DAl <br />00 <br />iiF <br />9MZv <br />1 � <br />N <br />CI <br />10 1 II <br />;- <br />— <br />�( 8 <br />i <br />ELEV. <br />I <br />II <br />I�4 <br />1 <br />o <br />113 <br />(-) 0,- 4" <br />11 <br />1 1 <br />� <br />_L <br />U <br />I I 1 <br />o� <br />n. <br />C.J. <br />m <br />Wi <br />I <br />I <br />^cC <br />r <br />1 1 <br />I <br />S3 <br />10'-8" <br />9'-10 <br />7/8" cal <br />I <br />I <br />C.J. <br />D <br />1 1 <br />1 1 1 <br />= <br />N <br />D <br />----- <br />13 <br />I j1 <br />�� <br />rn <br />D <br />I <br />11 <br />j �L� <br />I <br />I <br />D <br />[,—OB <br />LO <br />oD <br />D0 <br />IS3 <br />I <br />1 <br />C <br />3 <br />I <br />ci <br />B <br />3'-1 <br />1 <br />3'_5" <br />1 <br />1 <br />D <br />D <br />DD <br />DD <br />D <br />D D <br />A <br />121'-4" <br />1 <br />1'-10" <br />10" <br />16'-0" <br />10" <br />1) <br />1'-10" <br />1 7'-4" <br />1 -4" <br />8'-8" <br />30'-0" <br />U <br />40 <br />ELEV <br />(-) 3 1/2" <br />A7 U <br />9 a <br />1 FO,UNDATION PLAN - ELEVATION B <br />1 /4 — 1 -0 <br />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 />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS <br />IN ACCORDANCE W/ ACI224-3R <br />p = FILLED CELL W/(1) #5 VERTICAL <br />D = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />C = FILL CELL TO ONE COURSE ABV PIPE <br />(NO REBAR) <br />Z'= (2) 24" #5 REBAR PLACED DIAGONAL <br />AT CORNERS <br />PLUMBING NOTES: <br />FBC 6TH EDITION (2017) 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 />10 KEYNOTE LEGEND I <br />KEYNOTEI ANNOTATION <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 />ICE MAKER LINE <br />SINK - KITCHEN <br />REF <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 />42" x 42" A/C CONCRETE PAD <br />13 <br />BEARING WALL <br />(� 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 />OB <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 />OD <br />I MONO FTG 1 <br />16" x 12" DP <br />(2) #5s CONT. <br />'140- <br />IF <br />o <br />'A <br />,`�&�� <br />"�• <br />, �'�" <br />` ?FAA ..t V,tv <br />/0 <br />a) L <br />E <br />O <br />�O c ? <br />N <br />(n <br />V <br />Q �_ w <br />4) <br />M <br />E <br />p <br />t <br />o <br />TT <br />�� <br />Z) <br />p <br />0 <br />V!S <br />.LO <br />U p� <br />c� <br />wco <br />c <br />a <br />-u <br />V <br />t <br />O LLj Uj w O F- <br />w W H Q Y Lu Lu 2 Z 0 Z <br />w (� W �O=��QOQ�a�U00 <br />Q Q U �o8gz'LL°Zm°o~¢a <br />I- acn��a2zowoomZz � <br />C� ��a>zYOZLu zLL0 a- <br />(n z ¢~wO�l¢-v5-gLu 2L) <br />aQ o oQ< <br />LL LL <br />O <br />O <br />N <br />Lu <br />� O <br />•M O <br />Lf) � <br />W Q Ln <br />aaM�' <br />U Q 00 <br />I— <br />O <br />O <br />�O <br />0 <br />N <br />O <br />N <br />M <br />r <br />r <br />LO <br />O <br />00 <br />LO <br />N� <br />I..L <br />Q <br />z <br />w <br />x <br />O <br />0 <br />w <br />0 <br />z <br />Q <br />r <br />O <br />T <br />O <br />r- <br />O <br />O <br />N <br />N <br />ON <br />O <br />N <br />N <br />N <br />N <br />N <br />a) <br />N <br />O <br />O <br />O <br />00 <br />O <br />cV <br />r <br />4 <br />0 <br />r <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />c- <br />O� <br />o <br />1 <br />r <br />O <br />N <br />O <br />co <br />O <br />It <br />O <br />LO <br />O <br />t9 <br />1 <br />z z <br />z0 <br />twin <br />� <br />W <br />LL1UF~-� <br />Q <br />�o�o <br />�Q <br />Oa=Q <br />CL <br />L• <br />— <br />z. <br />z <br />Lu <br />�T_ f <br />=Lu <br />moz <br />Ztw <br />J <br />0 <br />Z w <br />z QLL <br />I— <br />w I -"** Og2z <br />Q U�zz <br />z rl �Qp <br />Z U <br />�c g <br />O UO CL <br />m <br />zBL <br />wV1_N <br />LAST PLOT DATE O <br />Nov. 3, 20 <br />z Q FOUNDATION <br />_I PLAN B <br />