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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 />9 <br />Ln <br />9 <br />9 <br />9 <br />:;t <br />^j <br />9 <br />;I- <br />J <br />9 <br />4 <br />HE <br />4- <br />z <br />:r U_ M <br />U <br />S3 <br />r__0_ELEV <br />0'-3 112"1,1-.J <br />rchl"I <br />"04, <br />A N <br />6'X 3' <br />ff -0 1 <br />5'-4" <br />3'-4" <br />3'-4" <br />T-2" <br />5'-2" <br />5-41 <br />F <br />21011 <br />L <br />HBt <br />0 <br />0 <br />F-2 <br />Y113 <br />13 <br />C) <br />04 <br />C14 <br />111-211 <br />7'-3" <br />SINK <br />LAV <br />L __j - <br />- - <br />- <br />- - - - - - <br />F'. <br />- - - <br />- - - <br />- - - - - <br />- - - --- <br />- <br />k- "_'11 17, <br />L_jL_Aj <br />671-1 <br />0 <br />............. <br />LL <br />1�� <br />C1 <br />W <br />60 <br />1 15'-3 3/8" <br />1 <br />5'-3 1/2" <br />D <br />@ <br />cc <br />S3 <br />D <br />�O <br />00 <br />04 <br />&4 <br />-Air <br />10 <br />U <br />H <br />�-4 <br />0 <br />ELEV. <br />0'- 4" <br />U_ <br />CO <br />q_Cj <br />C� <br />21- <br />\C <br />ED <br />a <br />'/C <br />IN, <br />�3 <br />L <br />91-10 <br />7/8" <br />Ci <br />- - - <br />D <br />1 <br />T- <br />- - <br />- - - <br />- - --- <br />L <br />L-OB <br />B <br />_j <br />S3 <br />0 <br />31 -111 <br />31-501 <br />1033 <br />1 '_0 <br />103 <br />Z IC033 <br />DD a <br />&T <br />11'-10.. <br />10.. <br />16'-0" <br />7'-4" <br />.1'-4" <br />21'41 <br />81-811 <br />a <br />30'-0" <br />z <br />F_ <br />9 04 <br />:;t <br />9 <br />,,—OA <br />9 <br />C Z') <br />ELEV <br />AF 0'-3 1/2" <br />-r t: <br />A7 <br />9 00 <br />VFOUNDATION PLAN - ELEVATION B <br />1 if= 1-011 <br />1 A 1 <br />L 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 />[3 = FILLED CELL W/(1) #5 VERTICAL <br />0 = 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 />,I <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 />(D <br />1/2" DP X 9 1/2" WIDE RECESS <br />Q <br />1-1/2" DP X 8" WIDE RECESS <br />Q <br />1-1/2" DP X 13" WIDE RECESS <br />ICE MAKER LINE <br />SINK - KITCHEN <br />REF <br />70 <br />WASHER <br />W/H <br />UNDER SLAB ELECTRICAL CONDUIT <br />LAVATORY <br />WATER CLOSET <br />02 <br />42" x 42" A/C CONCRETE PAD <br />qD <br />BEARING WALL <br />0 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 />OB <br />MONO FTG <br />20" x 20" DIP <br />(3) #5s CONT. <br />PAD <br />24" SQ x 16" DP <br />#5s 6" O.C. EA. WAY <br />1(2) <br />MONO FTG <br />16" x 12" DP <br />#5s CONT. <br />JUL 2 12523 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Ktahr PX2300 <br />0 <br />0 <br />7, <br />.K. <br />Ln <br />CD <br />00 <br />Lo <br />_f, 00 <br />< <br />0 uj <br />0 <br />0 <br />z <br />LQ (D LO E <br />> 0 0 <br />-0 C, U <br />C') <br />D C) co <br />co <br />V) -0 -0— <br />E '= -c <br />:) 0 <br />U <br />V) LU <br />00 E <br />0 CD <br />W <br />c6 W 0 <br />LU W 3 W — ZO W <br />W� X 0� � z <br />02 2 < �e <br />LU <br />x (D W <br />< L) <br />< <br />< < <br />0 U_ U 0 0 0 <br />U_ <br />x W OZ200 i_ <br />D 0 _j 0 Z <br />ZO U_ U0_ 2 <br />CY 00 <br />CY W W 0 0 ca <br />(n LU a. MzWWMW <br />0 0. 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