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30'-0" <br />OVERALL <br />13'-0 1/2" <br />6'-0" 10'-11 1/2" <br />4& <br />4'4' <br />3'-0" <br />3'-10" <br />3'-6' <br />3'-5" <br />4'-3" 4'-0" 4'-0" <br />40 <br />A <br />4'-8" <br />►U- o <br />1)" <br />41, <br />HB <br />a r E.LEV (-) <br />TS3 <br />7 <br />C B <br />1 <br />r <br />13 <br />130 <br />ry 13 <br />❑I 13 Io a <br />n <br />I — 1 <br />I <br />ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) <br />I <br />l <br />• 3-1/2" MIN. 2500 PSI CONC. SLAB OVER <br />6 MIL VISQUEEN VAPOR BARRIER <br />13I <br />6 9'-8 1/2" <br />• MECH. COMPACTED FILL TO 95% OF <br />I <br />CD <br />U <br />J <br />MAX. DRY DENSITY <br />I <br />• TREAT SOIL W/ TERMITE POISONING OR <br />I <br />i <br />iv <br />BORACARE TREATED LUMBER IS AN <br />d <br />z 4 <br />ALTERNATIVE TERMITE PROTECTION TO <br />�_ <br />- <br />cn <br />SOIL POISONING (TYP) <br />o <br />`o <br />U <br />I <br />�___� 13 <br />in <br />13'-10" <br />16'-2" I <br />13C.J. <br />I C.J. <br />B <br />oo <br />I I <br />O <br />io <br />I <br />ao <br />® / �/ <br />I B <br />I <br />d <br />i <br />I <br />ll 9'-5 1 /8" <br />I I ELEC/PLUMB <br />I <br />GG <br />CONTROL <br />JOINT <br />i— <br />��\ S3 <br />— <br />— — — — <br />— <br />— — — — — — <br />7'-3 3/8" <br />d <br />I <br />\ \ FOOTING <br />\ 13 <br />1- <br />m <br />I <br />z I <br />(4) STUD <br />OI <br />COLUMN W/ (S) C <br />Q <br />I <br />oLo <br />U <br />_j I <br />HTT4 AT BASE D j� ❑ <br />d <br />_ <br />2'-4 7/8" <br />I <br />_ <br />O <br />SINK <br />zI <br />M <br />z I I 7 <br />N <br />O <br />rn <br />p K <br />q <br />13I <br />Ui <br />(00 <br />S3 Mo T GG ELEC <br />o e <br />��---- <br />N <br />- <br />--1I --- <br />-- <br />- <br />---- ----------- �______�__WH= ==` <br />I13--- <br />---- ---- <br />------13 <br />--zJ� <br />-III,IIIIIIIII <br />w <br />10 <br />I <br />G <br />d <br />11 <br />S3 <br />CC <br />ELEV <br />8 <br />° <br />(-) 0'-4" <br />oo <br />Dz <br />IIIII <br />oIo <br />O�O� <br />❑ <br />IIIIII <br />7/8" <br />i <br />of'-4 I <br />��I <br />oICONTROL <br />zo <br />� <br />JOINT <br />----- -----§ <br />' <br />D <br />co <br />� <br />SEE DETAIL D/S3 N <br />4'-1 7/8" <br />FOR FRAME WALL <br />FOOTING <br />co B <br />TO CMU <br />u <br />CONNECTIONS <br />Q❑ <br />� <br />ddd <br />1313 <br />I_- <br />C?`'' <br />17 <br />°O 13U//- <br />8" <br />1„ 4„3'-p" <br />4- <br />oo <br />M <br />A <br />A IT <br />Q <br />C I <br />d 10 <br />13d❑ <br />oO <br />J <br />ELEV <br />(-) <br /><0 <br />0'-3 <br />1/2" <br />7 5/8' <br />_ U- <br />1'-4" <br />3'-8 3/8" 2'-8" <br />16'-0" <br />l'-4" <br />U \ <br />� 00 <br />a <br />4'-4" <br />5'-8" <br />20'-0" <br />30'-0" <br />OVERALL <br />FOUNDATION _PLAN (ELEVATION B <br />1 /411 1 1-011 <br />0 <br />0 <br />N <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 />19 = 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 />�= 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 />0 KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />1/2" DP X 9 1/2" WIDE RECESS <br />2� <br />NOT USED <br />1-1/2" DP X 13" WIDE RECESS <br />ICE MAKER LINE <br />SINK - KITCHEN <br />66 <br />REF <br />7� <br />WASHER <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 />O <br />THICKEN EDGE <br />8" x 8" DP <br />(1) #5 CONT. <br />O <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 />N <br />N <br />0 <br />�3d <br />Lo <br />0 <br />co <br />4 <br />,z <br />y <br />s w <br />.�' <br />o <br />w <br />o <br />z <br />a <br />>o� ° <br />L ' C �O M U <br />70 <br />co N <br />� <br />vi U Q M <br />t 0 <br />2 O 2 o <br />T�1•� O E:o - Q <br />V—/ U <br />O O -5 it <br />w Q <br />u- � � <br />W 0o E ri <br />70 C) rz, a�-o a <br />-o <br />�F-a <br />W <br />�w C W0E- <br />F-Q � _j w�~zOf <br />Q Q <br />U <br /><oxQJQZw�00ZLL0pO�0 <br />d(n0 ,'OEOomgZ¢U <br />a 0 <br />0 <br />o <br />Z <br />_AIL ZY0LLJ ZZ�' pwc)u <br />Q�_< w <br />-li <br />U) <br />F-gwiD2C) <br />Oo � �Qz�< <br />LLa o QLL <br />if <br />O <br />O <br />z N <br />Ow <br />(n O <br />o FM O <br />Q Ln <br />2U)LL_ti <br />Ill <br />0- co <br />co <br />z V <br />W <br />W <br />J O <br />O <br />J <br />I <br />I <br />I <br />O <br />N <br />O <br />O <br />CN <br />0 <br />N <br />0 <br />C)0 <br />N <br />N <br />0 <br />N <br />N <br />N <br />�_ <br />O_ <br />N <br />O <br />C)� <br />_O <br />O <br />C)C3 <br />r <br />O <br />N <br />C) <br />Z <br />O <br />NLo <br />W <br />o <br />0 <br />0 <br />0 <br />0 <br />l <br />I <br />> <br />N <br />� <br />cr <br />coW <br />}~ <br />z <br />Z <br />C)Q <br />W <br />z � <br />T <br />U <br />WOO_ <br />VU� <br />V/ <br />� <br />=)zj <br />O <br />O�- <br />Q <br />z <br />a�< <br />m r w <br />N <br />�O <br />N <br />z°� <br />QF-:D <br />< <br />O <br />zw0 <br />Q <br />Q <br />0 <br />a Z u- <br />z <br />�z <br />z <br />OU <br />p <br />m <br />z <br />a <br />z <br />W <br />W <br />J <br />Cl <br />cli <br />O <br />LAST PLOT DATE <br />• <br />July 21, 2022 <br />Z <br />O <br />I <br />MONOLITHIC <br />FOUNDATION PLAN B <br />