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30'-0" <br />OVERALL <br />10'-11 1/2" 6'-0" 13'-0 1/2" <br />4'4' 4'-0" 4'-3" T-5" T-6" 3'-10" 6 3'-0" 4'-0" <br />A <br />_ � 12 <br />B C <br />STJVHa B8' <br />E4H <br />P <br />Q Q Q 11 CI6 9a � <br />n <br />jl� I u I <br />13 6 <br />9 '-8 1/2" <br />C _t REF I W <br />W <br />o I I <br />cn 1 lob <br />13 <br />16'-2" 1 13'-10" <br />C.J. I _ C.J. <br />o I <br />1 <br />B <br />B 5 O 00 <br />900 <br />9'-5 1 /8" <br />ELEC/PLUMB <br />o GG <br />`t S3 /�_ i CONTROL JOINT <br />— — — — — — — — — — — — — — — — — <br />7'-3 3/8" <br />FOOTING <br />13 (4) STUD I <br />o f -� COLUMN W/ (S) <br />v �� HTT4 AT BASE <br />i C z <br />to - <br />D 10 �� <br />o U I <br />z 1 2'-4 7/8" <br />7 7'-3 3/8" LAV <br />Q ELEC M Iz <br />4 I ^GG <br />K °' 00 1 O <br />°O V-9 1/2"_ S 3 co 0 <br />`r LL <br />WH Q p N =-- <br />-- -- - --- ----10 <br />---1--- --- i <br />13 <br />1 <br />r 8 I CC I S3 11 I I <br />Q ELEV NkS3fV <br />13 D <br />_U <br />o U�- <br />�b Iz I I <br />FL p <br />'� I N~ <br />1J - 0 <br />Q I 1 I M z -4 7/8" <br />z I WC <br />0 1I l r I I <br />o B 10 I I <br />F_ a — TCONTROL JOINT�— ------— —I <br />D oM = I <br />I <br />0 <br />v <br />0 <br />N <br />S EE DETAIL D/S3 <br />� <br />N I FOR FRAME WALL 1 <br />TO CMU _ 4'-1 7/8" <br />co <br />CONNECTIONS LB FOOTING <br />I I L? <br />M <br />13 <br />�_ <br />1 t M <br />1 '-4�16'-0�2'-80�2'-81 <br />20'-0" <br />30'-0" <br />OVERALL <br />0 <br />co <br />v <br />M <br />(V <br />N <br />N <br />C? <br />N <br />00 <br />N <br />00 <br />CV <br />lc!z <br />0 <br />M <br />4'-1" <br />11" <br />T-0" <br />L <br />C <br />Ir <br />o <br />ELEV <br />(-) 3 1/2" <br />5/8" <br />i- <br />LL <br />T-8 3/8" <br />1'4" <br />L) <br />F- <br />60 <br />5'-8" <br />4'-4" <br />a <br />� <br />FOUNDATION PLAN (ELEVATION B' <br />1 /4" = 1'-0" <br />J <br />J <br />O < <br />(0W <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 />FOUNDATION LEGEND: <br />NOTE: / <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS IN <br />ACCORDANCE W/ AC1224-3R <br />= FILLED CELL W/(1) #5 VERTICAL N <br />® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />= FILLED CELL W/ (2) #5 VERTICAL <br />C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) ,n <br />(2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS c. o <br />Lo <br />m= WINDOW OPENING ABOVE <br />s ,: , <br />PLUMBING NOTES: Z <br />W <br />FBC 7TH EDITION (2020) PLUMBING SECTION 604�; _ <br />1. TANK TYPE WATER CLOSET VOLUME <br />1.6 GALLONS <br />W <br />2. WATER -FLOW RATE. <br />0 <br />z <br />PUBLIC FACILITIES LAV 0.5 G.P.M. Q <br />PRIVATE FACILITIES LAV 2.2 G.P.M. <br />SHOWER HEADS 2.5 G.P.M. <br />N NLN E <br />VTR LOCATIONS ARE APPROXIMATE AND MAY ti. L 0 q ° <br />CHANGE DUE TO JOBSITE CONDITIONS. � � 6 <br />5 } <br />LICENSED PLUMBER TO VERIFY AND HAS THE N V -0-0- r m <br />AUTHORITY TO CHANGE AS NEEDED. [ 4) E O c o <br />ti o <br />•_ v 4 <br />U ,o Q <br />Q N <br />KEYNOTE LEGEND i o °' <br />0 ° a a <br />KEYNOTE ANNOTATION <br />1/2" DP X 9 1/2" WIDE RECESS <br />2D NOT USED <br />3D 1-1/2" DP X 13" WIDE RECESS can <br />4� ICE MAKER LINE <br />SINK - KITCHEN <br />6� REF <br />7� WASHER <br />U ,W/H LIJW wWW Wo <br />of°Qa¢9_jo=LL0o° -jo <br />9� UNDER SLAB ELECTRICAL CONDUIT Q Q U o a o o o m° Z <br />U <br />10 LAVATORY U' -,(D <br />1121 °wo <br />00 <U�zzod <br />OL2Y°QQ Q <br />¢WATER CLOSET a °o°<Xa <br />42" <br />x 42" A/C CONCRETE PAD <br />13 BEARING WALL <br />O <br />C FOOTING LEGEND Z N <br />OW <br />I -- <br />TAG TYPE SIZE REINFORCING ; ~O <br />O THICKEN EDGE 8" x 8" DP (1) #5 CONT. M O <br />G MONO FTG 20" x 20" DP (3) #5s CONT. J j <br />C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY (D V- <br />C MONO FTG I 16" x 12" DP (2) #5s CONT. < Uj < M <br />Z00 <br />U <br />W <br />W J O <br />O <br />mi 14, <br />Virtual Revil <br />w A <br />sikt <br />In <br />fans Review com <br />fete <br />I <br />I <br />for <br />ompliance with tl <br />o 2020 <br />an <br />F <br />I apf <br />IC 71 <br />h E <br />by Debra Annf <br />Kla <br />r <br />I <br />230 <br />I <br />, <br />I <br />on <br />O <br />N <br />o <br />N <br />N <br />0 <br />N <br />N <br />0 <br />N <br />- <br />N <br />0 <br />N <br />N <br />N <br />0 <br />N <br />T <br />M <br />N <br />0 <br />N <br />O <br />0 <br />O <br />a <br />N <br />N <br />I <br />O <br />o <br />o <br />0 <br />o <br />I <br />' <br />0 <br />O <br />N <br />L <br />WLO <br />o <br />0 <br />0 <br />0 <br />0 <br />o <br />11. <br />5 <br />N <br />M <br />d <br />CO <br />i <br />zZ~ <br />W <br />z <br />� <br />O --+ <br />W <br />? co <br />z <br />000 <br />O <br />U <br />UVU) <br />O <br />Z)zj <br />Oa W;:,- <br />Q <br />Z <br />airy <br />�- <br />�w< <br />rl <br />N <br />mr-W <br />N <br />Zoo <br />. <br />WCL <br />�� <br />Q <br />O <br />zwo <br />(� <br />W W <br />z <br />Q <br />az <br />U, z <br />F <br />� <br />OU <br />O <br />o- <br />o: <br />z <br />z <br />J <br />O <br />0 <br />T_ <br />LAST PLOT DATE <br />z O <br />I <br />MONOLITIGH <br />'- <br />FOUNDATION PLAN B <br />-- <br />