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I <br />OVERALL <br />10'-11 1/2" <br />6'-0" <br />13'-0 1/2" <br />4'-0" <br />4'-0" <br />4'-3" <br />3'-5" <br />3'-6" <br />3'-10" 6 <br />3'-0" <br />4'-0" <br />A <br />� <br />12 <br />S3 <br />Ie) <br />v' J <br />U_ <br />r <br />4'-8 <br />'H <br />B <br />C <br />ELEV (-) a <br />` <br />co <br />111 <br />Q <br />Q <br />Q Q <br />9 <br />Q <br />Q0013 <br />n <br />II I <br />ii <br />�J <br />> <br />` <br />I <br />Q <br />I <br />' 9'-8 1 /2" <br />6 <br />C--t-- <br />—I-- <br />REF <br />o <br />J <br />I <br />W <br />I <br />N <br />Z <br />I <br />V5I <br />c <br />� <br />LO <br />I <br />16'-2" <br />13'-10" <br />C.J. <br />C.J. <br />B 5 <br />O <br />co <br />_I <br />00 <br />Q <br />O II <br />I <br />9'-5 1/8" <br />i <br />I <br />ELEC/PLUMB <br />GG <br />I <br />S3 <br />/� j <br />CONTROL JOINT <br />7'-3 3/8" <br />FOOTING <br />/ <br />I <br />/�� / <br />0 <br />13 <br />/ (4) STUD <br />HTOT4 AT BASLUMN W/ E <br />I� <br />Z <br />Q <br />D <br />IJ <br />7'- <br />m <br />ME <br />z <br />I w <br />C <br />e" <br />V <br />2'-4 7/8" <br />E <br />M <br />IzLAV <br />K rn <br />p <br />O <br />S3 c000 <br />iV <br />Q <br />p <br />N� <br />--I <br />a <br />------ <br />-------- <br />--------J --- ---- <br />--- <br />-- <br />--- <br />13 <br />13 <br />10 <br />S3 <br />11 <br />S3 <br />Q <br />ELEV I <br />I(-) <br />0'-4" <br />I <br />I <br />13 <br />D <br />= U- <br />a50 Io <br />I <br />I <br />I <br />o� <br />NZ <br />-- <br />Io <br />�� <br />I <br />I �o <br />M <br />I fi , <br />-4 7/8 <br />Z � <br />BWc <br />I o <br />II <br />I <br />II <br />I <br />CONTROL JOINT o <br />N <br />U <br />Q <br />— <br />— <br />— <br />D <br />SEE DETAIL D/S3 <br />I 1 <br />N <br />FOR FRAME WALL <br />TO CMU <br />I <br />11- <br />I <br />CONNECTIONS <br />LB co <br />4'-1 7/8" <br />FOOTING <br />Q <br />I <br />`,' <br />I <br />a00 <br />I <br />I <br />1'-7" <br />3'-0" <br />Q <br />°° <br />t <br />A <br />M <br />LC3Ej: <br />1313 3 <br />Q ij <br />F <br />C3 <br />0 <br />— <br />S3 <br />C <br />7 <br />16'-0" <br />.1 <br />'-4"1'4' <br />oil <br />8'4" <br />20'-0" <br />4 <br />30'-0" <br />0 <br />v <br />a� <br />N <br />0 <br />M <br />ih <br />M <br />0 <br />M <br />co <br />(V <br />-1 <br />io <br />N <br />00 <br />tV <br />00 <br /><V <br />N <br /><V <br />00 <br />N <br />0 <br />ih <br />O <br />"v <br />A <br />ELEV <br />(-) 3 1/2" <br />= U- <br />U <br />a� <br />OVERALL <br />FOUNDATION PLAN (ELEVATION A) <br />1/411= 11-011 <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 (CJ) IN <br />ACCORDANCE W/ AC1224-3R <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 />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 />1D <br />1/2" DP X 9 1/2" WIDE RECESS <br />Q <br />NOT USED <br />1-1/2" DP X 13" WIDE RECESS <br />ICE MAKER LINE <br />O <br />SINK - KITCHEN <br />REF <br />7� <br />WASHER <br />W/H <br />9O <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 />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 />20" x 20" DP <br />(3) #5s CONT. <br />OCj <br />PAD <br />24" SQ x 16" DP <br />#5s 6" O.C. EA. WAY <br />C <br />I MONO FTG <br />1 16" x 12" DP <br />(2) #5s CONT. <br />40L Z 0 3 <br />Plans <br />for torn pl1—t-c w,m ine ZU20 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />/ <br />M <br />N <br />O <br />N <br />�, •S�'��tij <br />� � <br />\ <br />to <br />... <br />i <br />-. ° <br />Q <br />- <br />dS.d <br />�•:,� <br />z <br />LLJ <br />a <br />_ <br />p <br />0 <br />z <br />CD 0 <br />U <br />Mc d <br />(n <br />M ' <br />V -0a - <br />M <br />� O � as <br />`c <br />8 <br />O Li , <br />�S U <br />'(n <br />o <br />V w aN <br />W <br />Q W <br />a a <br />F W 20 <br />Lu Q <br />�cUJ o'I)- 0 <br />GOv0 <br />�Wu <br />_W <br /><oxJx 0Z20 <br />ov29Z ZLLowoomc <br />UQ <br />Z <br />�oLLO <br />Zw8imL <br />woFw¢02� <br />x=� <br />¢ <br />p <br />oQ o oQz <br />LL �< <br />0 <br />O <br />Z W <br />O� <br />U) O <br />>fl��MO <br />J LO <br />�wILL <br />ti <br />In <br />F-�z < LIJ �('M <br />Zoo <br />V F- <br />w <br />W <br />(O <br />LO <br />O0 <br />0 <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />N <br />O <br />N <br />O <br />O <br />r <br />O <br />O <br />N <br />� <br />N <br />I <br />NC) <br />O <br />r <br />O <br />O <br />O <br />1 <br />I <br />O <br />N'n <br />L / <br />Ir <br />W <br />O <br />O <br />CDO <br />O <br />O <br />Lo� <br />> <br />N <br />M <br /><O <br />1 <br />1 <br />CO <br />U) <br />z F— <br />O <br />_ <br />W <br />¢z <br />W <br />O <br />WOO <br />U <br />U U5 <br />LO <br />-0 <br />ooF- <br />> <br />0 <br />Q <br />Z <br />as —a <br />I-- <br />w a <br />N <br />= <br />�-i <br />mF-W <br />2 <br />LJ <br />N <br />� <br />zo <br />� <br />W <br /><�� <br />zwo <br />z <br />z <br />az <br />0U <br />.0 <br />m <br />Z <br />Al <br />z <br />w <br />W <br />J <br />r- <br />/� <br />V , <br />O <br />0 <br />LAST PLOT DATE <br />. <br />May 8, 2023 <br />z <br />O <br />J <br />MONOLITHIC <br />FOUNDATION PLAN A <br />