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ELEV. AT U-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 />0 <br />iI <br />O <br />d <br />O <br />v <br />0 <br />P <br />0 <br />M <br />0 <br />v <br />Irl <br />CIE <br />4'-0" L 2'-5" 1— 3'-10" <br />2 I~i <br />U <br />L <br />ELEV <br />(-) 3-1/2" <br />30'-0" <br />3'-9" 1& 4'-4" r-7--7— 5'-4`7=. 2'-4" i A 4'_0" <br />15 <br />B I I M 2 g <br />S3 i <br />I I II I <br />I II I I <br />tick I ii I <br />I J II <br />�� ND gl II I <br />op Ill a,�l ii I 14 <br />-N Wzo-----,- <br />_N z1 <br />— ��— — ------------�� <br />-------_ _-- — 0-- - - U------- <br />7r O--Jj O �I <br />al <br />I I_ N U I I <br />Z 0 <br />II <br />I II N(n � II I <br />11- Ali I II W <br />- ------ ___-- I w I i <br />I I I I I I I <br />13 I T7 <br />I I ii ii I <br />II II <br />I II II I <br />II II I I <br />� I 10 I ii ii I <br />II II I <br />-I <br />-- L--------- J L-------------�I <br />2'-2 3/8" ---------- -- I I <br />PLUMB. I i I <br />Q­ 6-31/4"-- 2' 6" �——rtr---rt— - ------ �—„— — <br />LAV LAV 8'-5 1 /8 7 -3 3/8 <br />____ELEC. CONDUIT SINK/ ELEC CONDUIT <br />II it---- <br />1 9 0- <br />I � I <br />a I I i 1 14 I L`------� I <br />II 1 6 I <br />14 I ill <br />9'-2" <br />-- ---------I ----� — — ---REF.--- <br />n 1 n <br />I ii Iii ii I 1 ii I <br />--- -- - J L---I - ------ J <br />ITUBI <br />17'-7" 12 u <br />W/CI <br />14'-10" <br />LAV I I r7 <br />II II I II <br />u II I i ii mI II II � <br />�---------------------r��----- ----- --------�L-----J <br />------- ---- ------ --------------� — �- — <br />-------------- — -- — — — — — -- <br />ih C I <br />W/H I 10 11 iil 14 <br />I K I� II <br />� I <br />1 O I S3 i l <br />I III II <br />�I I K II <br />C2'0" <br />OS3 ER <br />JELEV <br />2LL I it <br />U <br />I 17- a� I iil B 1 <br />I I i <br />I — — — — — — — — — — —I-- -------- IL <br />0 I j 14 10 0 6 Cl <br />1'-4" 3'-0" 1 e-8" <br />I <br />B 6,_0„ 4,_$„ <br />� I I <br />14 "v I I <br />1 3 g z— .� I <br />I I �� 6 i <br />0 1 1 IL I <br />CV <br />A <br />16'-0" 1'-8" 2'-0" 6'-8" <br />19'-4" 10'-8" <br />MGM <br />FOUNDATION PLAN (ELEV B <br />1 /4" = 1'-011 <br />O <br />v <br />N <br />zo <br />0 <br />o <br />� CV <br />Lo <br />0 <br />It <br />Ar- <br />0 <br />in <br />to <br />AV <br />0 <br />0 <br />0 <br />O <br />M <br />0 <br />v <br />\ o <br />ELEV <br />°p 0'-3 1 /2" <br />2u- <br />U <br />`t <br />N <br />FOUNDATION LEGEND: <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN <br />ACCORDANCE W/ AC1224-3R <br />10 = 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 />O KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />1/2 DP X 9 1/2 WIDE RECESS <br />2� <br />1 1/2" DP X 8" WIDE RECESS <br />3� <br />1 1/2" DP X 13" WIDE RECESS <br />ICE MAKER LINE <br />5� <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 />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 />16 x 20 DP <br />(2) #5s CONT. <br />C <br />PAD <br />24" SQ x 16" DP <br />#5s 6" O.C. EA. 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