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3U-0" <br />OVERALL <br />13'-0 <br />1/2" <br />6'-0" 10'-11 1/2" <br />4'-0" <br />3'-0" <br />3'-10" <br />3'-6' <br />3'-5" <br />4'-3" 4'-0" 4'-0" <br />A <br />12 <br />= <br />LL <br />S3 <br />4'-8" <br />0_ <br />a <br />80 _ <br />- ELEV (-) <br />1)"T <br />C B <br />HB <br />1 <br />V-4 1 /2- <br />t <br />RL <br />? . <br />I <br />I <br />Q <br />QC <br />a 6 <br />Q 13 13 <br />9 <br />n <br />u <br />�\ <br />Q <br />1 <br />6 <br />9'-8 1/2""� <br />9 <br />I <br />o <br />U <br />W <br />I REF <br />1 <br />MJ <br />W <br />_ <br />I <br />TzO <br />-'in <br />Ln <br />1 7- I <br />13'-10" <br />16'-2" <br />C.J. <br />C.J. <br />6 <br />B <br />I <br />l <br />0? <br />o0 <br />C 5 <br />s B <br />a <br />C <br />9 <br />9'-5 1 /8" <br />6 <br />I <br />ELEC/PLUMB <br />I <br />GG <br />CONTROL <br />JOINT <br />i— <br />L�\ S3 <br />— — <br />— — <br />— — — — — — <br />— <br />1 <br />— — — — — — — — — — — — — — <br />\ <br />— <br />\ 7'-3 3/8" <br />- <br />13 <br />I <br />I <br />\\ FOOTING <br />1 <br />\ 13 <br />,y <br />,z <br />z I <br />(4) STUD <br />51 <br />COLUMN W/ (S) C <br />Q <br />I <br />oU <br />-j I <br />HTT4 AT BASE D <br />9 <br />2'-4 7/8" <br />O <br />It SINK <br />z I <br />g <br />z I I 7 <br />O <br />M <br />0 K zt W 7'-3 3/8" <br />6 <br />I <br />v i <br />io <br />OW S3 0 GG ELEC <br />F--- <br />----i <br />0 0 0 <br />1 <br />IT S3 D V-91/2" <br />I] <br />m <br />�/� <br />WH <br />--------- -- <br />--------- ------ -- ----- <br />13 <br />" <br />10 <br />I <br />, <br />13111 <br />3 <br />I <br />CC <br />ELEV 1 <br />8 <br />_�' <br />S3 <br />O 0 4 1 <br />9 <br />D <br />13 <br />I <br />x u 1 <br />I <br />H <br />1 <br />I <br />_ao <br />z_I <br />��- <br />---- <br />N z <br />l o <br />O <br />2'-4 7/8" <br />LAV <br />M 0 = I <br />O M z <br />I <br />-,, <br />1 <br />I <br />ID <br />I I <br />I <br />I <br />of <br />6 <br />I CONTROL JOINT <br />.o <br />— — — — — — — <br />fi------- <br />— <br />o <br />D <br />I M� <br />C <br />�13 <br />1 <br />II <br />1 <br />SEE DETAIL D/S3 N <br />Q 4'-1 7/8" <br />- <br />FOR FRAME WALL <br />FOOTING <br />00 <br />BJ <br />TO CMU <br />— <br />-�; <br />CONNECTIONS I <br />9 <br />QQ <br />6 <br />M <br />Qa <br />- <br />4� <br />I�� <br />1 <br />1 <br />I13 <br />4" <br />B 3 i <br />9 <br />01 <br />A <br />M <br />L1313 <br />Q <br />13 <br />0 <br />C <br />J <br />-- <br />C c <br />— <br />S3 <br />1'-4" <br />1'-4" <br />16-0" <br />1'-4" <br />8'-8" <br />20'-0" <br />30'-0" <br />' UVLKALL <br />FOUNDATION PLAN (ELEVATION A <br />1 /4„ — 1'-0" <br />=, <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 />= 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 />0 KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />1/2" DP X 9 1/2" WIDE RECESS <br />NOT USED <br />3� <br />1-1/2 DP X 13 WIDE RECESS <br />4� <br />ICE MAKER LINE <br />5 <br />SINK- KITCHEN <br />66 <br />REF <br />WASHER <br />l8 <br />W/H <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 />C <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 />LIAR 2 5 2023 <br />virtual F%UVII- -.--' <br />Plans Review completed and approved <br />for compliance <br />by DebraAnne <br />�eKlaho PX230th Edition <br />N <br />N <br />0 <br />P� <br />LO <br />0 <br />O <br />00 <br />LO <br />r : <br />cWC <br />O <br />W <br />0 <br />z <br />a <br />V) N L N E <br />L " <br />L U <br />N d <br />Mmop <br />U) cy) 00 <br />N V Om u a <br />A� L E C M <br />MIMEZ)00`20 <br />ti o 0 a <br />t �d <br />V) Lu CLN C <br />V 00 <br />` E 00 �1 <br />7W� <br />V CL <br />III <br />LLI <br />L <br />LuLL1 H W W 20- <br />�QQ zx <br />�0`�LLU0E�- <br />U <br />Q <br /><LOLLEE00z <br />L.Q <br />¢¢ <br />�a—L0>z�oFZL <br />0 a <br />to Z <br />¢0Lu gam- 9W2 220 <br />< <br />LL <br />Ox 0 0 OQz <br />a O ¢ <br />Il F LL <br />O <br />O <br />Z N <br />OW <br />F- <br />i 0 <br />MC:) <br />O <br />Q <br />LL <br />In <br />F- W M <br />W00 <br />Z V <br />W <br />W <br />J O <br />O <br />Q0 <br />! <br />I <br />0 <br />0 <br />0 <br />� <br />N <br />N <br />N <br />r <br />N <br />N <br />C)O <br />O <br />6)o <br />C) <br />Ni <br />C)i <br />i <br />i <br />' <br />Z <br />O <br />NLo <br />W <br />O <br />O <br />O <br />O <br />O <br />M� (�n <br />_ r <br />Z ~ <br />zz <br />vV <br />aW <br />C)O <br />W <br />COO <br />U <br />UVU5 <br />z)zj <br />O <br />o�- <br />Q <br />Z <br />airy <br />F- <br />LuWa <br />r-I <br />= <br />m r- W <br />N <br />C� <br />F-M <br />(V <br />� <br />Zoo <br />W <br />0- <br />zO <br />aLL <br />z <br />�z <br />F- <br />U <br />Q <br />pow <br />m <br />z <br />a <br />z <br />W <br />W <br />Co <br />0 <br />O <br />o <br />LAST PLOT DATE <br />• <br />December 14, 2022 <br />ZO <br />J <br />MONOLITHIC <br />FOUNDATION PLAN A <br />