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ELEC CONDUIT <br />- <br />CONDUIT - <br />p <br />LO I---- 1 <br />13 - <br />C <br />I <br />�,_05I <br />o <br />111 I I I I <br />D I Ali I <br />-----� 4 I I Q - <br />o I I-----JL------� F--F---------------------��', <br />6 I - <br />v <br />I 14 I <br />9'-2" I _ 1C <br />1 I _ _ <br />r --REF.--- - ----------1-------- .J �----, I I I Q— <br />II <br />o I ii I ii 11 <br />I <br />r------------------ �r----�i <br />A I 20'-6" <br />S3 Li i l 1 TUB I1 T-7" <br />1 ii ili IW/C <br />o I I 14'-10" <br />11 LAV <br />I I i .I II <br />D I ll I D_ <br />C.J.-------- --- ------ ---- <br />----------- -- - <br />q Iih C 11 <br />Z-)w 14 (I 01, 10 <br />II I K <br />Ili S3 I 0 <br />[3 ii I I CI - <br />II I <br />o 11 4'-81/2" 1 S3 <br />L1 WASHER III ELEV <br />0 13 7 I (-) 0 -4 <br />m D III 1 1 2 L~i <br />I ID <br />B II 1 <br />1 oo <br />0 1 -0 3'-5" <br />v L I- - C.J. <br />3" <br />— — — — — — — <br />I <br />D- <br />I <br />I <br />i- fV <br />A 1'-8" 3'-0" 1'-4" <br />bo <br />LEV 12> LO 4'-8" 6'-0"0'-3 B I B <br />0 <br />I ID <br />U� v 14 <br />tz6 <br />_ I I <br />13D DD B 3 1 <br />iv C A C 113 d N d D <br />2'-0" 6'-8" 2'-0" 1'-8" 16'-0" 1'-8" <br />10'-8" _ 19'-4" <br />FOUNDATION PLAN (ELEV B <br />1 /4" = 1'-0" <br />m <br />O <br />v <br />00 <br />0 <br />M <br />0 <br />v <br />0 <br />v <br />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 />PI <br />19mF <br />O <br />0 <br />Tn <br />co <br />FOUNDATION LEGEND: <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN <br />ACCORDANCE W/ AC1224-3R <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 />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 <br />ANNOTATION <br />1D <br />1/2 DP X 9 1/2 WIDE RECESS <br />1 1/2" DP X 8" WIDE RECESS <br />3� <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 />7� <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 />TUB <br />13 <br />36" x 60" SHOWER PAN <br />14 <br />CONTROL JOINT <br />15 <br />8 <br />42" x 42" A/C CONCRETE PAD <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 />16" x 20" DP <br />(2) #5s CONT. <br />C <br />MONO FTG <br />16" x 16" DP <br />(2) #5s CONT. <br />JUN 2 7 2023 <br />yo <br />Virtual Reviet tedtand approplans Review compMr compliance with the 2020kahr FBC3 1 <br />yy Debra <br />N <br />s <br />O <br />co <br />LO <br />CD <br />00 <br />e <br />00 <br />Q <br />z <br />�., <br />0 <br />W <br />0 <br />z <br />Q <br />to N LJO <br />W �■ .0 o U <br />ch � U. <br />N <br />chi t <br />(n 06 <br />U -a- <br />M <br />c: U8 <br />.F. o 0 <br />saw o O Q <br />U Q <br />eei O � <br />.Ln V w QN <br />7W L co E <br />000 <br />V CL a <br />W <br />W (3W <br />�W <br />LLJCn W 0� <br />I-Q _j ofQ~z� <br />xO�_QOQMQEV02�0 <br />Q <br />(� <br />H <br /><ax_jzx�Oz�00�Q� <br />°W°LyO-ZoWoo�mZ� <br />0 <br />Z <br />d W W Q <br />a~wO�IYQ-�ZIZ 00Q <br />J <br />ILL <br />00Q o O oQ<cr <br />Q <br />LL I- u. <br />if <br />O <br />O <br />Z W <br />OF_ <br />w O <br />�M O <br />0- J Lo <br />U) ILL <br />ti <br />f- cM <br />Z C) <br />W <br />W <br />J O <br />O <br />I <br />I <br />I <br />I <br />O <br />0 <br />CD <br />0 <br />N <br />0 <br />M <br />M_ <br />0 <br />N <br />0 <br />N <br />M <br />N0 <br />O <br />O <br />a- <br />N <br />CDi <br />I <br />N <br />O <br />I <br />i <br />I <br />' <br />O <br />0 <br />N <br />O <br />O <br />O <br />O <br />O <br />LOW <br />> <br />N <br />M <br />4 <br />6 <br />' <br />0 <br />�^ <br />zZ <br />v, <br />Q z <br />O? <br />W <br />cz <br />000 <br />}+ <br />0 <br />v <br />UC)Fn <br />O <br />=)zj <br />o�Lj <br />Z <br />aWa <br />O <br />= <br />W=W <br />m~ <br />ZOM <br />■ ■(.c) <br />W <br /><�Z) <br />Q <br />0z0f>_ <br />N <br />WLL <br />z <br />Z <br />Z <br />a <br />�z <br />�� <br />OCU <br />p <br />W <br />z <br />Al <br />z <br />W <br />WNq- <br />O <br />0 <br />LAST PLOT DATE <br />. . <br />May 8, 2023 <br />Z <br />0 <br />MONOLITHIC <br />FOUNDATION PLAN B <br />