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NOTE: <br />WHEN A/C UNIT REQUIRED TO BE <br />ABOVE FFE PLEASE PROVIDE <br />CANTILEVER PLATFORM - PROVIDE <br />(1) #5 IN GROUT FILLED CELL AT <br />EACH BRACKET. ALL CELLS TO BE <br />FILLED SOLID W/ GROUT. <br />0 <br />in <br />_ U_ M 9 <br />F o S3 A7 <br />12 ELEV - a •- <br />0'-3 1/2" <br />30'-0" <br />6' X 3' 1 <br />5'-4" I T-411 3'-4" 3'-2" 5'-2" I 5'-01, <br />1 2'-0" <br />1 1 HB , <br />❑ ❑ ❑ ❑ ❑ ❑ ❑ Yin <br />I <br />I <br />F-2 —------- I— <br />B I <br />I <br />❑ B - <br />I � - <br />1 Co 0 <br />0 <br />m <br />I <br />❑ <br />❑ <br />1 V-2" <br />11'-7" 7'-3" <br />ih <br />SINK <br />I LAV <br />CJ <br />0 <br />-- -_,-- <br />L - <br />_--J <br />_---- —I-- -- <br />--------------- <br />❑ <br />4 <br />ih <br />° °O <br />❑ I <br />6 <br />O° I <br />o <br />LL = <br />00 <br />5 o <br />❑ <br />15'-3 3/8" 5'-3 1/2" i <br />Ln <br />o <br />` <br />❑ �`� <br />D — — i14 <br />v <br />ti— <br />co <br />13 I _ <br />❑ <br />M <br />O04 <br />' <br />1-7 <br />I H N <br />_ <br />0 <br />fV <br />v <br />� I <br />O <br />"v <br />(V <br />10 II <br />I <br />I I <br />❑ <br />ELEV. III <br />`--' <br />- 0'- 4" 11 <br />J <br />UU_ I ii <br />0 <br />S6 <br />_ <br />I- 00 - - - - J__L — — <br />a� -��I <br />CJ <br />a, <br />_ <br />� 2._ <br />I il <br />CC <br />10'.8" <br />9'-10 7/8" <br />I <br />D <br />� <br />- <br />+-- — — — <br />CJ III N <br />— — — — — — — — — — — <br />❑ <br />00 <br />I <br />N <br />❑ <br />I 1 LLB <br />I <br />❑ <br />I B <br />I <br />LCD <br />1 <br />' <br />o <br />❑ <br />M <br />❑ J <br />❑❑ 10OF <br />❑❑ <br />S3 <br />❑ 1 <br />A <br />c <br />HB <br />I <br />Izn <br />o <br />I <br />A I <br />0" 10. <br />16-0° 10" 1'-10" 3'-1" -0' T-5„ <br />2 <br />—A.-O., <br />21'4" <br />8'-8" <br />30'-0" <br />ELEV - <br />0'-3 1/2" <br />= " <br />A7 U� <br />9 a ED <br />FOUNDATION PLAN - ELEVATION A <br />1 <br />1/411-1-0 <br />ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) <br />3-1/2" MIN. 2500 PSI CONIC, 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 />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS <br />IN ACCORDANCE W/ AC1224-3R <br />❑ = FILLED CELL W/(1) #5 VERTICAL <br />® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />O = FILL CELL TO ONE COURSE ABV PIPE <br />(NO REBAR) <br />(2) 24" #5 REBAR PLACED DIAGONAL <br />AT CORNERS <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 />(/ <br />1/2" DP X 9 1/2" WIDE RECESS <br />C <br />1-1/2" DP X 8" WIDE RECESS <br />3O <br />1-1/2" DP X 13" WIDE RECESS <br />O <br />ICE MAKER LINE <br />SINK- KITCHEN <br />O <br />REF <br />7O <br />WASHER <br />8O <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 />O FOOTING LEGEND <br />TAG <br />TYPE <br />SIZE <br />REINFORCING <br />Q <br />THICKEN EDGE <br />8" x 8" DP <br />(1) #5 CONT. <br />© <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. 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