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30'-0" <br />OVER <br />13'-0 1/2" 6-0" 10'-11 1/2" <br />4'-0" 3'-0" S-10" 3'-6' T-5" 4'-3" 4'-0" 4'-0" <br />A <br />12 = L <br />lie <br />4'-8" IU_ co T <br />F - <br />HB °- r ELEV (-) 1 C B <br />r <br />13 00 0 1 0 PL 410 1 0 El 13 <br />II _ n <br />I IIi I Il <br />ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) I �\ <br />• 3-1/2" MIN. 2500 PSI CONC. SLAB OVER I 1 <br />6 MIL VISQUEEN VAPOR BARRIER Q I - 6 9'-8 1/2"\\\ <br />CD • MECH. COMPACTED FILL TO 95% OF - 1 w I REF <br />MAX. DRY DENSITY N I r W I o <br />• TREAT SOIL W/ TERMITE POISONING OR 1 i N Y 1 <br />BORACARE TREATED LUMBER IS AN 6 <br />ALTERNATIVE TERMITE PROTECTION TO r rn <br />z <br />LO <br />SOIL POISONING (TYP) 0 1 U I r c--- �� I 9 <br />`'' 0 13'-10" 16'-2" <br />C.J. it C.J. 1 0 <br />I <br />r <br />B I oo � 0 5 <br />19 I ao ¢ B <br />M I II C Q <br />9'-5 1 /8" <br />13 I ELEC/PLUMB <br />GG o <br />— CONTROL JOINT — — — — — <br />13 FOOTING <br />0 <br />JF <br />�I <br />STUD <br />'o I (COLUMN W/ (S) C <br />cl <br />Q I o v_ I HTT4 A', BASE D <br />_ 2'-4 7/8" 12 I - C7 <br />J "? SINK z l? I 1 7 b <br />J N O T o K d W 7'-3 3/8" <br />d I U I io 00 S3 0 �^GG ELECCD Lu cm <br />iv C--=----� v S3 D 1'-9 1/2" <br />/'�� I I WH <br />13 --- --- -- ---- -------------------�- ----- <br />1 10 G <br />i <br />1 11 S3 I CC ELEV13 <br />0'-4" I 8 � <br />D 13 1 =� I 1 <br />N 1 1 <br />U_ <br />Lz eo <br />Z a Z) 1 0 <br />E NoU 0I <br />�� <br />_' r O O <br />N 2'-4 7/8" M o M Y 0 1 <br />�V 1 1 I z, <br />00 ( r 1 OI B O <br />�j ( r U 19 I CONTROL JOINT 1 <br />oo-------}-------� — — <br />OO I ' D N I co <br />N 1 _ <br />I 1 1 SEE DETAIL D/S3 I o <br />I ' <br />4'-1 7/8" - FOR FRAME WALL N o <br />FOOTING 00 <br />BJ TO CMU I I N <br />-LO CONNECTIONS 9 <br />`e) ih _ <br />13 0 136 66 q?0 13 <br />I I <br />o U I <br />t �I11" °O I I I <br />3'-0" 8" 4' 1 4 , <br />w c� d B 3 I !� _ <br />� A A _ o <br />d C I Q (V = <br />0 53 13 if7777F7777777777 13131 <br />`O J <br />ELEV (-) S3 <br />0'-3 1/2" 7 5/8" <br />1'-4" T-8 3/8" 2'-8" 16-0" 1'-4" <br />U oil <br />i- co <br />FL 4'-4" 5'-8" 20'-0" <br />30'-0" <br />OVER <br />FOUNDATION PLAN (ELEVATION B <br />1 /4" = 1'-0" <br />FOUNDATION LEGEND: <br />NOTE: <br />BUILDING -SLABS SHALL HAVE CONTROL JOINTS (CJ) IN <br />ACCORDANCE W/ ACI224-3R <br />= 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 />CM= 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 <br />ANNOTATION <br />1D <br />1/2" DP X 9 1/2" WIDE RECESS <br />2� <br />NOT USED <br />3� <br />1-1/2" DP X 13" WIDE RECESS <br />4� <br />ICE MAKER LINE <br />SINK - KITCHEN <br />6� <br />REF <br />7� <br />WASHER <br />8� <br />W/H <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 />C 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 />BJ <br />MONO FTG <br />20" x 20" DP <br />(3) #5s CONT. <br />@ <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 />AUG 2 4 2022 <br />vIRTr+L R[ViEvv <br />,jirtualt_ _d <br />Plan d L <br />for conapita l(.v <br />Edition by <br />_ _,.,, _ "71 <br />N <br />J. <br />�n <br />o <br />co <br />Z <br />a -_ <br />e, r <br />w <br />� <br />,3 <br />0 <br />w <br />0 <br />z <br />Q <br />t� (D LO" E <br />0M <br />W L <br />2 <br />o <br />W 2 O 2 0 <br />o 0 <br />TT •� O o Q <br />s � <br />�nUn)' w Qv <br />L �o E ri <br />7W <br />V 0 C) 70 <br />CL <br />(M/) <br />LLJ W W <br />w <br />pW W -i W 2 O_ O <br />o,Q < <, zl z <br />LL 0 0 0 <br />Q Q <br />f- <br />V <br />J 03� 0� (1) U <br />p 0 0< z O z 2 OJ p <br />0w�wF)ZOwoWmz� <br />t- Q Q <br />v <br />U) O <br />z <br />� W W Of Q <br />¢Q<<OwQozWZO��pa <br />� J <br />ILL <br />00Lu 0~� �yz<< <br />Q <br />WQ 0 �QLL <br />id <br />O <br />z N <br />OH <br />> O <br />0 M O <br />2 w LL <br />ti <br />I— a. M <br />Q } Q 00 <br />zvl- <br />z <br />w <br />W <br />J O <br />O <br />N <br />a, <br />I <br />I <br />N <br />O <br />o0000 <br />O <br />o <br />r <br />N <br />N <br />N <br />N <br />N <br />N <br />N <br />ti <br />O <br />N <br />\ <br />N <br />O <br />O <br />N <br />r <br />O <br />00 <br />o <br />0 <br />r <br />r <br />r <br />r <br />o <br />N <br />o <br />' <br />z <br />0 <br />CDLO <br />w <br />o <br />0 <br />0 <br />0 <br />0 <br />l <br />; <br />i <br />� <br />N <br />co <br />d' <br />� <br />Z <br />zZ <br />W <br />o <br />�--+ <br />W <br />Qw <br />z <br />Q <br />U <br />in00 <br />UUcn <br />=)zj <br />LC� <br />O <br />ofo <br />Q <br />Z <br />a—S- <br />r <br />WLLJ Q <br />N <br />- <br />FLu <br />N <br />0 <br />�O= <br />. <br />O <br />Q <br />g�W <br />w,L <br />Z <br />az <br />�Z <br />� <br />pU <br />ow <br />Z <br />Z <br />W <br />w <br />J <br />CV <br />0 <br />N <br />o <br />LAST PLOT DATE <br />• <br />April 25, 2022 <br />Z <br />O <br />e <br />= <br />MONOLITHIC <br />FOUNDATION PLAN B <br />