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30'-0" <br />OVERALL <br />13'-0 1/2" <br />6'-0" <br />10'-11 1/2" <br />4'-0" <br />T-0" T-10" T-6' <br />T-5" <br />4'-3" 4'-0" 4'-0" <br />A <br />12 <br />= <br />� <br />4'-8" <br />IU-- <br />o <br />1)" <br />°- <br />r ELEVco <br />S3 <br />_ <br />HB <br />t <br />\�PF <br />U-3 1/2". <br />t <br />Q <br />Q 0 Q d <br />PU <br />Q � 1 � <br />ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) <br />I <br />�\A <br />• 3-1/2" MIN. 2500 PSI CONC. SLAB OVER <br />6 MIL VISQUEEN VAPOR BARRIER <br />Q <br />i <br />o <br />6 9'-8 1/2"\\ 1 <br />• MECH. COMPACTED FILL TO 95% OF <br />1 <br />v <br />REF--t - <br />MAX. DRY DENSITY <br />N <br />I <br />J <br />w <br />I <br />I <br />• TREAT SOIL W/ TERMITE POISONING OR <br />N <br />I <br />BORACARE TREATED LUMBER IS AN <br />d <br />r <br />4 <br />z 1 <br />ALTERNATIVE TERMITE PROTECTION TO <br />U) <br />SOIL POISONING (TYP) <br />C?I <br />U) <br />V <br />- <br />I <br />13'-10" <br />16'-2" <br />C.J. <br />C.J. <br />o <br />IT <br />r <br />; I; <br />1 <br />i <br />C? <br />1 C 5 <br />19 <br />I <br />e B <br />r <br />I <br />E o <br />1 <br />9'-5 1 /8" I <br />d <br />I <br />ELEC/PLUMB <br />1 <br />CONTROL JOINT <br />_---- <br />II <br />S3 <br />— <br />------ <br />------- -- <br />3GG <br />T-3 /8 <br />13 <br />1 <br />I <br />\ \ FOOTING <br />I <br />\ 13 <br />ti. <br />O <br />z I <br />(4) STUD <br />OI <br />COLUMN W/ (S) <br />C <br />�r <br />I <br />o <br />U <br />I <br />HTT4 AT BASE <br />D <br />I <br />2'-4 7/8" <br />`- <br />O <br />� <br />"' <br />1, SINK <br />zI <br />0 <br />� <br />rn <br />z <br />0 K zt <br />W <br />I <br />I a <br />3 3/8" <br />13 <br />1 <br />V i <br />io <br />Mo <br />S(0 <br />NG <br />ELEC <br />Uj <br />' <br />I <br />LL3 <br />S3 <br />J <br />D <br />1'-9 1/2" <br />WH <br />o i <br />Ilk <br />,'�� <br />A <br />[3e <br />--- <br />---1--- <br />---- <br />--- <br />-- --- <br />1 10 <br />11 <br />S3 <br />I <br />CC <br />ELEV <br />0'-4" <br />D <br />13 <br />I <br />_J_ <br />I <br />1 <br />� <br />aD <br />C= <br />C� <br />� <br />a <br />zl <br />_ <br />I <br />Nz <br />o(j <br />OI <br />0p <br />(h <br />r <br />o c <br />1 <br />J <br />1 <br />7/8" <br />LAV <br />U_ COZ <br />w I' <br />I� <br />I <br />I <br />I <br />I <br />oI <br />01 <br />B <br />r <br />U <br />_ <br />I CONTROL JOINT <br />— <br />O <br />N <br />— — — — — <br />— t- <br />— <br />C? <br />' <br />I <br />D <br />I <br />v <br />� <br />_ <br />N <br />1 <br />I <br />o� <br />I <br />I <br />SEE DETAIL D/S3 <br />4' <br />1 7/8 <br />- <br />FOR FRAME WALL <br />FOOTING <br />oo <br />BJ <br />TO CMU <br />o <br />-U? <br />CONNECTIONS <br />r <br />11 <br />� <br />i7 <br />I <br />I <br />- <br />- <br />- <br />1 _0 <br />3, -0„ 8" <br />41-1„ <br />4 <br />I <br />B 3 <br />I <br />91 <br />0 <br />v <br />0 <br />;' <br />0 <br />d- <br />0 <br />d A A M I I o <br />—t— �— <br />—I ao m �11_ 1 04 <br />r E3 C <br />0 <br />ELEV (-) <br />0'-3 1/2 7 5/8" <br />_ LL 1'-4" T-8 3/8" 2'-8" 16'-0" <br />U�- <br />I_ o0 <br />0-4'-4' 5'-8" 20'-0" <br />30'-0" <br />OVERALL <br />FOUNDATION PLAN (ELEVATION B <br />1 /4" 1'-0" <br />-4„ <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 />W = 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 />O KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />1� <br />1/2" DP X 9 1/2" WIDE RECESS <br />NOT USED <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 />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 />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 />C <br />MONO FTG <br />20" x 20" DP <br />(3) #5s CONT. <br />O <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 />MAY 3 0 2023 <br />Virtual Review Assist, Inc. Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />a <br />co <br />N <br />0 <br />N <br />N <br />CD <br />CD <br />00 <br />° <br />01 <br />w <br />a N_ _ <br />R o <br />a <br />A re <br />•.; <br />o <br />z <br />V) <br />A N LO N <br />WL L ' <br />W u <br />C`7 N N <br />V) <br />CO <br />W E L i 0 <br />� 9 2 <br />o 0 <br />U- o Q ¢ <br />U - m ¢ <br />• <br />.N <br />i7 U <br />V w Q� <br />W <br />L E� <br />0. <br />r <br />/y W W <br />pw Wol <br />rQ x¢E'zo Z <br />�Og_jCn5 <br />LL <br />Q <br />V:oo¢z�W°zm° <br />0-1WLU0 <br />n=oomoomzLa�) z�W <br />0 <br />¢Q <br />W WOZ i <br />OzOWo Q <br />LL <br />oLLJ <br /><<lyQ <br />LL -LL <br />O <br />O <br />z (N <br />OLU <br />U) ti <br />0 F-: C'7 O <br />Q ci) M � <br />U) LL <br />ti <br />LO <br />F- W 11 _o <br />Ir0-2� <br />zv� <br />Z <br />W <br />W <br />O <br />O <br />Mj <br />N <br />O <br />p <br />O <br />O <br />N <br />O <br />M <br />O <br />O <br />O <br />N <br />N <br />O <br />N <br />N <br />N <br />OCD <br />N <br />C <br />N <br />CD <br />IN <br />CD <br />CDO <br />C)O <br />O <br />i <br />1 <br />0 <br />(yLo <br />W000000l <br />i <br />> <br />r <br />N- <br />M <br />d' <br />LO <br />CO <br />i <br />1 <br />� <br />CO <br />VJ <br />Qz <br />LU <br />O <br />W <br />z <br />0) <br />O <br />V <br />WOO <br />VUU) <br />/� <br />—0 <br />=) z j <br />-0 <br />O <br />o�LU � <br />Q <br />Z <br />a -a <br />w Q <br />,—� <br />= <br />m r" W <br />N <br />0 <br />[V <br />0 <br />oU) <br />W <br />�- <br />Q �=) <br />Lo <br />O <br />Zw5 <br />�. <br />C:)Z <br />C) <br />Z LL <br />W z <br />Q <br />L) <br />0 <br />_0 <br />z <br />z <br />J <br />Lij <br />Lo <br />O <br />N <br />LAST PLOT DATE <br />• <br />April 24, 2023 <br />Z <br />0 <br />MONOLITHIC <br />FOUNDATION PLAN B <br />