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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 />O <br />N <br />J <br />S6 <br />0 <br />Lo <br />= <br />" <br />M <br />U <br />9 <br />S3 <br />tz 60 <br />A7 <br />ELEV <br />12 <br />0'-3 1/2" <br />30'-0" <br />6' X 3' <br />4'-8" <br />5'-4" I 3'-4" <br />3'-4" <br />3'-2" 5'-2" I 54" <br />A <br />I <br />I <br />21.0" <br />HB <br />0; <br />I <br />B I <br />I <br />❑ <br />❑ <br />B <br />I - <br />I � <br />I o <br />IN <br />N <br />I <br />I <br />❑ <br />11'-2 11 -7 7'-3" <br />— SINK — — — — — — _ I LAV C.J. <br />— — — — — — — — — — — — — — — <br />O 0 <br />❑ O O <br />6 <br />a ' I _ ❑ <br />o w I o <br />a 00 15'-3 3/8" 5'-3 1/2" <br />in <br />t <br />❑ D N <br />r <br />00 <br />1 -8 13 - o ❑ <br />II M <br />(V I N <br />ELEV. <br />(-) 0'_ 4" <br />U <br />� o0 <br />a� <br />CV <br />Eo <br />S3 <br />9'-10 7/8" <br />— — — — — — — — — — — <br />13 <br />❑ <br />❑❑ <br />❑ O <br />❑❑ <br />C <br />�10" 10"16'-0" �111-10" 3'-1" 1'-0' 3'-5, 2 <br />'q <br />21'-4" 8'-8" <br />I <br />30'-0" <br />ELEV Ad <br />A7 =)(-) 3 1/2" �_ <br />U- <br />9 a 60 <br />FOUNDATION PLAN - ELEVATION A <br />1 /411 = 1'-0" <br />1'-01, <br />v <br />"v <br />0 <br />0 <br />cn <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 />C = 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 ANNOTATION <br />1O 1/2" DP X 9 1/2" WIDE RECESS <br />2O 1-1/2" DP X 8" WIDE RECESS <br />3O 1-1/2" DP X 13" WIDE RECESS <br />4O ICE MAKER LINE <br />5O SINK - KITCHEN <br />6O REF <br />7O WASHER <br />8O W/H <br />9O UNDER SLAB ELECTRICAL CONDUIT <br />10 LAVATORY <br />11 WATER CLOSET <br />12 42" x 42" A/C CONCRETE PAD <br />13 BEARING WALL <br />O FOOTING LEGEND <br />TAG TYPE SIZE REINFORCING <br />O THICKEN EDGE 8" x 8" DP (1) #5 CONT. <br />OB MONO FTG 20 x 20 DP (3) #5s CONT. <br />© PAD 24 SQ x 16 DP #5s 6" O.C. EA. WAY <br />O MONO FTG 16" x 12" DP (2) #5s CONT. <br />•y,'il <br />.i� 'r1 <br />�• <br />..� <br />t^o` <br />N LO` <br />E <br />W <br />L <br />0 <br />o <br />0 co <br />N <br />ti <br />A� <br />p <br />�/ <br />�= <br />O <br />o <br />G Q <br />.N <br />.0 <br />uag <br />w sZ� <br />c. <br />c <br />W <br />L <br />0 M <br />70 <br />a <br />' O� <br />N <br />W w <br />W wF-~ WSJ LWLJ X Z <br />(� LLJ Q�§-1 o w"waO0 0 <br />Q U �cnw�0u OmOOm°ZaU <br />(1 _�a�zYOZz"0Lu a <br />Cn 0 z Q~w°g�v�-gW2520 < <br />0Q o 0 0¢ §¢ <br />��w <br />b <br />O <br />O <br />N <br />_O <br />V) O <br />O <br />0 �M O <br />z V) d ul) J Ln <br />LL <br />< Lu 4e LLq <br />Z U <br />z-3: <br />wui <br />ZV <br />0 <br />N <br />cp <br />rn <br />N <br />0 <br />co <br />Q <br />Z <br />w <br />O <br />-i <br />w <br />w <br />0 <br />z <br />Q <br />CO 00 DO O O O N <br />�— � � N <br />O O O O O O O <br />N N N N N N N N <br />6 O O Op N c7 <br />O O N <br />0 0 0 0 0 <br />O 0 <br />O O O O <br />L �- CV c+M It Lr) CO I- <br />I.J..z z <br />1.L. 0z2 <br />20-< <br />~OfL� <br />TLLJ <br />ar ~ <br />y =m0Z <br />OZtz w <br />ri a ZzLL <br />LL <br />IF O 2W_jLu Q MU)Zz z '1_ = Q 0 <br />• zct U <br />--lc g <br />Oo <br />O <br />F.— m <br />Q <br />z z <br />w <br />w(y) <br />N <br />N LAST PLOT DATE O <br />Feb. 9, 21 <br />z 0 FOUNDATION <br />I PLAN A <br />