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A7 S3 a o <br />ELEV - <br />IF 0'-3 1/2" 12 <br />30'-0" <br />ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) <br />3-1/2" MIN. 2500 PSI CONC. SLAB OVER I 6' X 3' <br />• 6 MIL VISQUEEN VAPOR BARRIER 5'-0" I 5'-2" 3'-2" 3'-4" 3'-4" I(6-411 4'-8" <br />MECH. COMPACTED FILL TO 95% OF <br />• MAX. DRY DENSITY <br />TREAT SOIL W/ TERMITE POISONING OR 2'4" I A <br />• BORACARE TREATED LUMBER IS AN I I <br />ALTERNATIVE TERMITE PROTECTION TO HB <br />SOIL POISONING (TYP) O ❑ ❑ ❑ ❑ ❑ ❑ ❑ <br />I <br />I <br />v <br />I B <br />I <br />❑ IB ❑ - <br />0 o <br />� I <br />❑ I _ <br />I �Q <br />T <br />N ❑ - <br />Cn 7'-3" 11'-7" 1 V-2" <br />CJ LAV I — SINK <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — <br />P. <br />ih 4 <br />I___ ____ �I <br />o--- --- — <br />M I II o Oo 6 <br />II <br />❑ o I II w <br />5'-3 1/2" 5 15'-3 3/8" 0O <br />U') <br />o D CC <br />Q I \� D S3 ❑ <br />°° r ----- - II I� <br />M Eli - 13 1'-8" <br />' II <br />O - (V N I N <br />CV O w <br />IILi- <br />I 1110 <br />II <br />II I <br />❑ o +{ <br />ELEV. 8 f <br />t— <br />CJ — Ll ao <br />-- IMF ------ <br />El i;I <br />II r- CC <br />9 i 9'-10 7/8" 10'-8" <br />I <br />D <br />iv li I __ CJ �_ <br />CDElA� iiI 13--------- — --- <br />0o <br />N II <br />I <br />ElFJ� I ❑ <br />0 <br />Ck <br />El El ❑ ❑ ❑❑ <br />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 BRACKE'r. ALL CELLS TO BE <br />FILLED SOLID W/ GROUT. <br />A I ❑ SEl <br />I <br />ih C 3 _5„ 3'_1"3 HB <br />❑ I o <br />00 <br />I <br />7'-4" I 1'-10" 16'-0" 1'-10" <br />8'-8" 10" 21'-4" 10" <br />I <br />30'-0" <br />rk/ELEV <br />(-) 3 1/2" <br />_ " tA7 <br />-a0 <br />FOUNDATION PLAN - ELEVATION B <br />1 /411 = 1 '-0" <br />Ln <br />0 <br />0 <br />v <br />0 <br />v <br />O <br />CV <br />0 <br />v� <br />J <br />S6 <br />0 <br />v <br />0 <br />v <br />v <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 />0 = 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 />1O <br />1/2" DP X 9 1/2" WIDE RECESS <br />2O <br />1-1/2" DP X 8" WIDE RECESS <br />3O <br />1-1/2" DP X 13" WIDE RECESS <br />44 <br />ICE MAKER LINE <br />50 <br />SINK - KITCHEN <br />6O <br />REF <br />7O <br />WASHER <br />80 <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 />OA <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 />© <br />PAD <br />24" SQ x 16" DP <br />#5s 6" O.C. EA. WAY <br />OD <br />MONO FTG <br />16" x 12" DP <br />(2) #5s CONT. <br />MAR 2 5 2023 <br />Virtual Review Assist, Inc. <br />Plans Review completed and appkti <br />for compliance with the 2020 FBC 7t <br />by Debra Anne Klahr PX2300 <br />N <br />N <br />O <br />N <br />Ln <br />LO <br />00 <br />¢ <br />z <br />WC <br />W <br />0 <br />z <br />W L �O C, U <br />0 <br />D co <br />V) r M <br />/A��, E . 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