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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 />00 <br />;T <br />0 <br />0 <br />v <br />O <br />'V <br />0 <br />N <br />0 <br />J <br />S6 <br />0 <br />O <br />v <br />_ LL. M _ 9 <br />o S3 A7 <br />1� �L3 2) a <br />30'-0" <br />' 6' X 3' ' <br />5'-4" I 3'-4" 3'4" 3'-2" 5'-2" <br />A I 2 <br />I I <br />HB <br />(D ❑ ❑ ❑ Q ❑ Q O <br />1 <br />I <br />F—2 I <br />B I <br />I ❑ <br />❑ B - <br />I <br />I o <br />IO N <br />N <br />I ❑ <br />I <br />O <br />1 V-2" 1 V-7" -3° <br />— SINK — — — I_ LAV CJ <br />— — — — — — — — — — — — — — — — <br />L ---� il. 71I <br />4 i ❑ CO <br />� ooaoo II I <br />Lu o <br />v I ❑ <br />°O 15'-3 3/8" 5 5'-3 1/2" j <br />- --�: D I i <br />Cn <br />cc <br />❑ ` S3 D <br />co <br />V-8" r7 <br />II r-1 <br />( N <br />I I <br />II <br />10 II <br />/H <br />o ❑ <br />ELEV. <br />z (-) 0'- 4" 11 <br />U� I II CJ <br />o — �� <br />rn `� 2'- " <br />W III ❑ <br />CC <br />33 B <br />10'-8" 9'-10 7/8" <br />I <br />D � <br />CJ <br />t----- —--------- -- I li MU ❑ <br />I �I <br />I <br />� I LL] ❑ <br />B I1 <br />o L <br />v B C� I ❑ <br />o <br />J ❑❑ El ❑❑ <br />S3 El <br />HB B I C <br />O 3 U °� <br />o I <br />N ❑ I] ❑ ID ❑ ❑ I ❑ <br />A I <br />1'-10" 10„ 16'-0" 10" 1'-10" 3'-1" I V-0' S-6, 2" <br />21'-4" 8'-8" <br />30'-0" <br />ELEV (-) <br />0'-3 1/2" <br />A7 = ILL <br />U <br />9 d o <br />FOUNDATION PLAN - ELEVATION A <br />1 /4" = 1'-01 <br />1 <br />0 <br />v <br />: C7 <br />co <br />1'-0" <br />0 <br />0 <br />v <br />0 <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 />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 />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 />4O <br />ICE MAKER LINE <br />5O <br />SINK - KITCHEN <br />O <br />REF <br />O <br />WASHER <br />O <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 />O <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 />O <br />MONO FTG <br />16" x 12" DP <br />(2) #5s CONT. <br />JUN 2 7 2023 <br />Virtual Review Assist, Inc. <br />Plans Review completed and appr `ve <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />M <br />0 <br />00 <br />LO <br />G I <br />LO <br />'4. ' ®' ® E. , <br />Q <br />0,- 0gg <br />Z <br />ui <br />9 <br />O <br />w <br />0 <br />z <br />/N (D LO <br />W L C 0� U <br />co .0 v <br />N M <br />A, L M <br />o <br />W 0 u <br />O o <br />U Q <br />t 2 }4, <br />N V LU Q N C <br />0 <br />6.of o, <br />LU <br />o� '�0w vW2zJ ¢ F- <br />- <br />3: Ofw Z0QXW—UUV <br />002ZtHomqz� < <br />cn�a�Zn LLX<0 <br />OO <br />(/) Q Z <br />e0E- -1 <br />_¢Q0LU LUZ0wUoa <br />¢~pw g�� 2LU ¢ <br />LL <br />0W = oQZ¢ <br />LL¢ 0 ¢� <br />E <br />a <br />O <br />O <br />[V <br />W <br />II O = N <br />a U.) 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