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=ILE <br />ELEV <br />(-) 3-1/2" <br />4'-0" 1 I. 2'-4" I T r7 5'-4" T1 4'-4" <br />15 <br />3'-9" I. 3'-10" I. 2'-5" L 4'-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 />o <br />9 0 U <br />B 2 M I ii I tB I <br />13s3 I I 13 <br />I I ii I I <br />o I II I O <br />II` <br />6 I II I Lu �� 16 I ii I <br />> <br />Q c z I <br />N orn o <br />❑ ❑ ( -1 <br />14 i - ' <br />I ? Z _ <br />C.J. I —i—❑ --N °°_N W-—r7---- z— I — L O <br />---- <br />__ _ __ ___ _ <br />o I I N U <br />a,z <br />w Nmii I ii 11 <br />II II <br />[3 I 1 W 1 1 I ��----------- - 6 <br />o I I II II I L - <br />"' I i Ti I 13 <br />[3Ll <br />N 10 I 6 <br />II <br />- <br />II II <br />II <br />�14}� I = 0 0 <br />IL--------- -- --1 1 -�---------------- <br />-- <br />Q I I1 11 — C.J. PLUMB. <br />I I I I I 1 1 I <br />7'-3 3/8" 8'-5 1 /8" 1 1 <br />o SINK/ ELEC CONDUIT ELEC. CONDUIT I LAV LAV <br />-----�1 it - <br />�„ I I I 00 <br />LO <br />I <br />13 <br />-- <br />O -J <br />o <br />C----Jj 11 4 --- <br />__ I _ _ 13-� L <br />1 6 1 I 6 <br />� I <br />9'-2" 1 I I 14 I o <br />---REF.--- — —---------�--------C.J. <br />— co <br />1 <br />II I II II II I Q <br />II 1 II <br />L----- - I---J L_ I L----� <br />20'-6" N <br />S3 ii 1TUB <br />2 „ <br />I17'-7 <br />IW/C <br />i I I 14'-10" O <br />FT I I LAV <br />II I II u I — � <br />m 13 <br />I L-----J =_____- I -- ----- ----��--I -- --- --- <br />--------- <br />--- - - -- ------ <br />o IM 1- / 0' <br />OW ii 14 Iii 11 10 I o <br />K I Q_, <br />Ili S3 I C <br />K <br />II I S3 <br />o 1 1 4'-8 1/2" 1 <br />L 1 WASHER Ii I ELEV <br />13 <br />III I = u13 <br />- <br />A 1 B ~ -°° <br />0 1_0„ 35 Iii I am <br />- Cl) L <br />d C 3" 7— —I— - — C.J. I mo' W <br />-J ri <br />N , W <br />o 0 <br />a 6 Ci r 13 C`14 r N< <br />I � la Q <br />A co I CD <br />I CD <br />-0' T-8" 1'-8" 3'-0" 1'-4" I ' <br />ELEV - 4'-8" 6'-0" B I B <br />0'-3 1 %) o o <br />v � I 14 <br />- dB 3 I I o <br />LL % <br />?I ' <br />10'-8" <br />FOUNDATION PLAN I <br />1 /4" = 1'-0„ <br />1'-8" <br />30'-0" <br />LEV A <br />16-0" <br />19'-4" <br />1'-8" <br />0 <br />LO <br />FOUNDATION LEGEND: <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN <br />ACCORDANCE W/ ACI224-3R <br />13 = FILLED CELL W/(1) #5 VERTICAL <br />0 = 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 />1� <br />1/2 DP X 9 1/2 WIDE RECESS <br />2� <br />1 1/2" DP X 8" WIDE RECESS <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 />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 />42" x 42" A/C CONCRETE PAD <br />0 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 />PAD <br />24 SQ x 16 DP <br />#5s 6 O.C. EA. WAY <br />JUN 27mi <br />vw\,4--- <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />co <br />N <br />O <br />N <br />00 <br />LO <br />O <br />LO <br />B <br />ti <br />�, _ <br />f{ <br />ROO <br />Wc <br />O <br />LU <br />Q <br />L0 <br />L <br />W L 0 o <br />/\� r� � 0 ti <br />N <br />Ln <br />M <br />■If�, (0") <br />V -of <br />L. t O <br />W Oo 2 a <br />rn <br />V/ O LL QQD m <br />ZU�0 <br />•V) <br />N <br />U W QN C <br />o E <br />-u <br />L. � <br />o <br />0 5 cCL <br />U� L1J <br />w <br />LW H W J w 2 0 <br />XZ) 0 LL(-)00 <br />Q <br />U <br /><aRJwwoz2go�_J- <br />zQ-3W296ZOE00mz<�O <br />Uj <br />w w- wOZQw- <br />U0<) <br />QELQ0 <br />LL <br />�YOOQ¢ <br />oQ o 0<<X0 <br />w <br />O <br />Z <br />L1J <br />000 <br />O <br />- <br />1M O <br />Q w M � <br />U) LL <br />� <br />z <br />< LU < U? <br />M <br />Q Q <br />00 <br />Z U F- <br />Z <br />W <br />W <br />O <br />O <br />I <br />� <br />, <br />I <br />I <br />I <br />I <br />I <br />I <br />NO <br />O <br />N <br />N <br />coN <br />O <br />N <br />r' <br />N <br />O <br />N <br />M <br />O <br />N <br />- <br />N <br />O <br />N <br />Cl) <br />a) <br />O <br />N <br />O <br />Z <br />' <br />O <br />N <br />> <br />o <br />0 <br />o <br />O <br />o <br />I <br />I <br />LO <br />�- <br />NI!' <br />'cr <br />In <br />i <br />i <br />I <br />CO <br />} Z <br />zz <br />Qw <br />O <br />z <br />+-+ <br />+� <br />0 <br />W <br />U <br />�00 <br />UUFn <br />Lo <br />I--. <br />O <br />Z) z -> <br />0LU❑ <br />Z <br />airy <br />�— <br />C) <br />= <br />W = Q <br />Y j <br />(J <br />F-~� <br />0 <br />ZO= <br />LU <br />HD <br />0 <br />zw <br />O <br />Uj o <br />Se <br />Z <br />az <br />mz <br />Q <br />� <br />OU <br />_0 <br />W <br />Z <br />z <br />z <br />w <br />W <br />_j <br />T_ <br />N N <br />N <br />0 <br />LAST PLOT DATE <br />■ <br />June 8, 2023 <br />Z <br />0 <br />— <br />= <br />MONOLITHIC <br />FOUNDATION PLAN A <br />