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0 <br />N <br />LO <br />O <br />v <br />0 <br />0 <br />v <br />O <br />(V <br />v <br />0 <br />v <br />0 <br />O <br />T <br />0 <br />v <br />0 <br />60 <br />ELEV(-) <br />0'-3 1 /2" <br />_u_ <br />U:- <br />d w <br />- <br />CV <br />= U- <br />U <br />� ao <br />a� <br />ELEV <br />(-) 3-1/2" <br />30'-0" <br />4'-0" 1 I. 2'-4" I ITT- 5'-4" T1 4'-4" I. T-9" I. 3'-10" I. 2'-5" L 4'4" <br />15 <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 />r � - <br />I UI <br />II of <br />2 I ii I v <br />I �1 M I I B <br />S3 I I <br />I I a <br />I I ii I <br />I II I - <br />p <br />II <br />I I w 7 d <br />I II I J <br />I > o <br />II I No �o I <br />a-- <br />14 <br />F- <br />D Z _ <br />C.J. — —N m-N - - - - - - - - - - - - -1--,�---- - 1 2 — --- <br />IL-------- - ---— ---------- <br />--------o U - -_1 F� _j-- 0-1r --- ------ <br />I �Q II I 0- �� O <br />I I NU e-Y <br />I I Z I I I I14 <br />v <br />I I ii N� <br />wii I ii 11 <br />_j I I <br />w I I ----------- 13 <br />II II <br />I I r-t I 13 I o <br />I I ii ii I <br />I I I I I <br />I II II <br />u I G I I 13 <br />I <br />II II _ <br />I II II O <br />14 I II <br />�L--------- -- -JL- --J ----- <br />C.J. _ I__ i i i i i i I PLUMB. <br />- - 7'-3 3/8" - - - - - - - 8'-5 1 /8" i -r - - r-r - - -I - 2'-6" - - - 6-3 1 /4" - <br />I <br />SINK / ELEC CONDUIT ELEC. CONDUIT _ i I LAV LAV <br />rl I I L___ I I I 00 <br />I I I---- I I � I <br />-- --I----= i I B <br />I <br />I' 0 9 <br />1 11 I 13 <br />- <br />R� 0 <br />I <br />ill �I li I <br />---J�' 4 I I I a <br />6 13 <br />I li I 14 I <br />9'-2" I I o <br />- ---REF.--- — — I --------- I -------- C.J. _ <br />rl i � rl r�----�� I <br />I I <br />II 1 II II II I <br />I II II I <br />11 II II II <br />L------ —1---J L _ J L --- —I I I� <br />r-----� ------ ------ -1 r----- I <br />1 I I 20' 6" N <br />ITUBI <br />u 12 I 1 T-7" <br />I W/C <br />II I I II II I - <br />�� O <br />II I <br />14-10 <br />T7 I I LAV <br />II I I II ll <br />13 <br />mL-----��______ -- ----- ---J --��-- ----------------------� <br />— — — F....�---------- --- ------ ----------------------- <br />I�?� I �I ' <br />&3w ii 14 Iii 11 10 I o <br />li K I 8, J v <br />Ili S3 <br />O I <br />II �I <br />K I 113 <br />I <br />4'-8 1/2" i 1 S3 i I L I WASHER b III ELEV <br />7 (-' 0'-4" <br />2u_ <br />B II I U � I <br />60 <br />III I f1 � m <br />3'-5" I g <br />II <br />3" — —I— N C.J. I_ cn <br />— — — — — — — — — — — — — — — — — <br />,w <br />- - -, Q <br />1 d 13' 14 I b� d N Q <br />� � O <br />CD <br />N <br />1'-8" T-0" 1'-4" I I v <br />4'-8" 6-0" B I B <br />13 <br />I I 'v 14 <br />I-L� s g 3 I I <br />� a as o <br />L ?I I , <br />C A I C `� _ _ (V13 <br />cq <br />2'-0" L 6'-8" L 2'4" L 1'-8" <br />10'-8" <br />30'-0" <br />FOUNDATION PLAN (ELEV B <br />1 /411 = 1 1 <br />-01' <br />16'-0" <br />19'-4" <br />V-8" <br />0 <br />LO <br />CD <br />FOUNDATION LEGEND: <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN <br />ACCORDANCE W/ ACI224-3R <br />0 = 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 />0 = 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 91/2 WIDE RECESS <br />20 <br />1 1/2" DP X 8" WIDE RECESS <br />3O <br />1 1/2" DP X 13" WIDE RECESS <br />4� <br />ICE MAKER LINE <br />5o <br />SINK - KITCHEN <br />6o <br />REF <br />7o <br />WASHER <br />8O <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 />O FOOTING LEGEND <br />TAG <br />TYPE <br />SIZE <br />REINFORCING <br />THICKEN EDGE <br />8" x 8" DP <br />(1) #5 CONT. <br />© <br />MONO FTG <br />16" x 20" DP <br />(2) #5s CONT. <br />© <br />MONO FTG <br />16" x 16" DP <br />(2) #5s CONT. <br />JUN 1 1i <br />,'!IT !AL REVIEW ASSIST <br />Revlev� i Assist, Inc. <br />;U ,� v+ew completed anded <br />. cj, ±, since vP/ith the 2020 FBC 7th <br />fo <br />Edition by Debra Anne Klahr PX2300 <br />N <br />CA <br />LID <br />t2 <br />LO <br />LO <br />O <br />0 <br />w <br />z <br />Q <br />/W� 18 E <br />0 <br />cv)o? <br />c7d <br />v <br />V -0 �',f M <br />-• P') <br />O O 0 <br />T11 0 LL 0o Q <br />(AI <br />Lu 0_� <br />C <br />�1 <br />W <br />V N <br />O E M <br />0 ^ a @ <br />W <br />U� V <br />o L u w 0 l <br />wP wg~zm <br />Q I— <br />Q�XJW�O��WLLUOo��O <br />=cnO�OLLO�00mOzaQ <br />O <br />O <br />Z <br />fnw�r n. jv5wwWtn0 ww<ow <br />gW <br />J <br />QOWOM�F- <br />OW p =O o<< <br />QUQ <br />LL - a LL <br />i <br />O <br />Z W <br />O F_ <br />>(n0 <br />u) `(M O <br />a�LL�t' <br />a w <br />u� <br />�- a. M <br />Z U <br />W <br />W <br />Jc:) <br />O <br />Mj <br />1 <br />4 <br />i <br />1 <br />1 <br />i <br />O <br />o <br />o <br />CN <br />M <br />"�� <br />N <br />� <br />N <br />M <br />N <br />� <br />Q <br />rn <br />o <br />r <br />1 <br />i <br />j <br />z <br />U) <br />w <br />o <br />0 <br />0 <br />Lu <br />z�- <br />v/ <br />VJ <br />az <br />O <br />zw <br />0) <br />-� <br />O <br />L11 <br />U <br />W o 0 <br />UUcj) <br />00 <br />C) <br />Z <br />F— <br />wt=< <br />w <br />0E- <br />�I_2 <br />NN <br />LL <br />O <br />EOM <br />. <br />/ <br />< <br />Z <br />O <br />gWx <br />aZ <br />Z <br />3 <br />F- <br />0 <br />U <br />a. <br />_0 <br />W <br />z <br />Z <br />w <br />W <br />J <br />O <br />N <br />O <br />N <br />LAST PLOT DATE <br />• . <br />April 22, 2022 <br />z <br />O <br />MONOLITHIC <br />III <br />FOUNDATION PLAN B <br />