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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 />zo <br />0 <br />0 <br />O <br />N <br />M = U" 9 <br />� <br />S3 tz © A7 <br />112 ELEV (-) <br />0'-3 1/2" <br />30'-0" <br />6' X 3' <br />1 <br />4'-8" <br />5'-4" I <br />31_4" <br />31_4" <br />T-2" <br />5'-2" <br />1 <br />5'-0" <br />HB <br />I <br />F-2 <br />—------- <br />B <br />1 <br />I— <br />1 <br />I <br />❑ <br />B <br />- <br />I <br />I � <br />I o <br />N <br />I <br />I <br />� <br />71_3" <br />SINK <br />I_ <br />LAV <br />C.J. <br />�— <br />,— — <br />— — — — — — <br />— — — <br />— — — <br />— — — — — <br />— — — — <br />— <br />— <br />— — <br />4 <br />F <br />1 <br />� <br />- <br />I <br />ih <br />0- <br />0 O <br />O <br />6 <br />w <br />II <br />I <br />❑ <br />0° <br />15'-3 3/8" 5 I <br />5'-3 1/2" <br />o <br />I <br />❑ <br />CC <br />S3 <br />D <br />_ <br />co <br />(D�1 13 <br />v <br />El" <br />1 -8 <br />� <br />N <br />M-III <br />I }� N <br />J <br />S6 <br />0 <br />b <br />1'-10" 1. C1 o" <br />10'-8" <br />C) <br />J <br />S3 <br />I <br />II <br />II <br />II <br />II <br />qlj <br />a f <br />III <br />C)ELEV. <br />❑ <br />I <br />(-) 0'- 4" <br />11 <br />v <br />U <br />g4-' <br />_IH_ <br />C.J. <br />❑ <br />CC <br />�- <br />I <br />9'-10 7/8" <br />D <br />I <br />— <br />--------- <br />-- <br />I <br />(V <br />04 <br />❑ <br />13 <br />I <br />ij <br />MV <br />�� rn <br />II <br />LLB <br />� <br />I <br />I <br />❑ <br />I <br />B <br />L <br />1 <br />i_ <br />Cl <br />11 <br />1111 <br />❑ ❑ <br />C <br />I <br />p` <br />16'-0" <br />10" <br />1'-10" <br />3'-1" <br />1'-0' <br />" <br />3'-5" 2 <br />21'-4" <br />8'-8" <br />30'-0" <br />ELEV <br />(-) 3 1/2" <br />A7 = LL <br />9 a <br />FOUNDATION PLAN - ELEVATION A <br />1 /411 = 1'-01' <br />1'-0" <br />v <br />�t <br />0 <br />v <br />ih <br />0 <br />M <br />0 <br />b- <br />iw <br />M <br />O <br />O N <br />0 <br />a> <br />M <br />C <br />_1 <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 />O 1/2" DP X 9 1/2" WIDE RECESS <br />C 1-1/2" DP X 8" WIDE RECESS <br />O 1-1/2" DP X 13" WIDE RECESS <br />4 ICE MAKER LINE <br />O SINK - KITCHEN <br />O REF <br />O WASHER <br />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 />O MONO FTG 20" x 20" DP (3) #5s CONT. <br />C PAD 24 SQ x 16 DP #5s 6 O.C. EA. WAY <br />O MONO FTG 16 x 12 DP (2) #5s CONT. <br />4 <br />Mm <br />N <br />V <br />-0-00 <br />ol <br />m <br />A� <br />t <br />t co <br />C: <br />�� <br />O <br />O O <br />2 0 <br />N Q <br />V! <br />� <br />O� <br />� <br />0 <br />N <br />U <br />w <br />N <br />C <br />W <br />L <br />C�CN <br />� C M <br />0 <br />r" <br />— F cL <br />-0 <br />❑ ill N w 0 l— <br />n/ Lu L/L�I wlw—~' ��_j wq zW Z <br />oL V w QO _j o�w Ui LLUOOJo <br />Q U <0x zowoz200�_ � <br />Q F- owix9OzoEEoocm0z � <br />w <br />w w- w V � <br />co 0 z Q�¢pwQVzwzo °oa <br />IL 0w ��P mow❑ <br />oit o =)cl zz9< <br />LL Q O F <LL <br />O <br />cV <br />OLu <br />O <br />O <br />a V) V) <br />CL _j zV) LL V- <br />Q L Q Ln <br />ryi <br />tl ,4 <br />aua00 <br />z��- <br />LL1 <br />Lu <br />tO <br />NJ v <br />T <br />N <br />0 <br />N <br />N <br />N <br />L0 <br />C) <br />co <br />L0 <br />Q <br />Z <br />Cw <br />L <br />O <br />w <br />❑ <br />z <br />Q <br />`" CO a0 00 O p p r M , r r r (y <br />O O O O O O O <br />N N N N N N N <br />m m OO O Op cV M <br />N N O r r <br />d- r 0 0 0 O N <br />C)O O C)r r O <br />O 0 <br />O <br />r 0 0 0 0 p C)�\ > r N cyi 4 6 m 1,- <br />1 <br />N Z Z <br />1.� Z O_ <br />� W (n <br />C Wor> <br />a �oEE5 <br />�a <br />Oa=Q <br />Loz Z Lu <br />Q f— <br />m=oz <br />J 2F=Z <br />9tz <br />Z� <br /><C 0 <br />�2Zof <br />W 0 z <br />Q 00 VWZU) <br />z T-i mQ0 <br />■ Z U <br />� g <br />OV � <br />O <br />m <br />Q <br />z <br />z Al J <br />Lu Cy <br />N <br />N LAST PLOT DATE <br />Feb. 26, 21 <br />z FOUNDATION <br />J PLAN A <br />