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O <br />i <br />N <br />It <br />13 <br />42" X 42" <br />A/C PAD 30'-0" <br />ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) <br />6' X 3' 1 • 3-1/2" MIN. 3000 PSI CONC. SLAB <br />4'-8" 5'-4" 3'-4" 3'-4" 3'-2" 5'-2" 1 5'-0" FOR HERNANDO COUNTY ONLY <br />• 3-1/2" MIN. 2500 PSI CONC. SLAB OVER <br />— 6 MIL VISQUEEN VAPOR BARRIER <br />1 1 2'-0" • MECH. COMPACTED FILL TO 95% OF <br />MAX. DRY DENSITY <br />HB • TREAT SOIL W/ TERMITE POISONING OR <br />BORACARE TREATED LUMBER IS AN <br />0 k�.� �'� x� 0 0 0 0 1 0 O ALTERNATIVE TERMITE PROTECTION TO <br />1 SOIL POISONING (TYP) <br />o � 2 — <br />Cn <br />1 <br />I <br />I I - <br />0 <br />1 C) - <br />5 o <br />o <br />I ' <br />C? I (V <br />CO <br />OI 04 <br />1 V-2" 1 V-7" T-T' M <br />C.J. <br />— — — — — — — — — — — — — — — — — — — — — — — — — —1— — — — <br />o I <br />d <br />M <br />-------------- I <br />0 p O I I M <br />REF INK I <br />0 <br />9 1 0 <br />�* 15'-3 3/8" 5'-3 1 /2"cc 9 <br />1 <br />O ` <br />\` S3 ----- <br />`1 4 71_ I bo <br />0 0 M <br />v LAV 04 - <br />lV <br />O 04 <br />I <br />ELEV. <br />W/H � <br />I I b (-) 0'- 4" I o 0 <br />' 2U7 I 1 II <br />I U <br />b <br />C.J. <br />^cC <br />o I i S3 I 0 <br />4 <br />10' 8" 9' 10 7/8" I 5 <br />I <br />ii o <br />0 (D I I <br />o —--------- -- I I M N 0 <br />i O <br />N <br />0 j LLB r 0 <br />0 5 I 5 —L w <br />I Zh <br />13J i 00 0 0: 130 <br />S3 I I 1 <br />i 5 1 <br />3 5 6 M �r <br />o <br />13 <br />L <br />0 00 `/Yj �x �� ���� �0 13 13 <br />1'-10" 16'-0" 1'-10" 1 7'-4" a 1'-4" NOTE: ELEVATION- (-)1-1/2" <br />FFF. ELEVATION CAN BE <br />NO MORE THAN 1-1/2" <br />10 21'-4" 10 8'-8" BELOW TOP OF EGRESS <br />io 1 DOOR THRESHOLD. FIELD <br />30'-0" _ VERIFY. <br />FOUNDATION PLAN B <br />1 /411 = 1'-0" <br />13 <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS <br />IN ACCORDANCE W/ AC1224-3R <br />0 = FILLED CELL W/(1) #5 VERTICAL <br />0 = 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 5TH EDITION (2014) PLUMBING CODE <br />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 />O <br />THICKEN EDGE TO 8" <br />O2 <br />1-1/2" DP X 9 1/2" WIDE RECESS <br />O3 <br />3/4" DP X 13" WIDE RECESS <br />O4 <br />16" W X 16" DP CONC FTG W/ <br />(2) #5 RODS CONT. <br />O <br />20" W X 20" DP CONC FTG <br />W/ (3) #5 RODS AT 6" O.C. CONT <br />O <br />24" SQ X 16" DP CON. FTG. <br />W/ #5 RODS AT 6" O.C. E.W. <br />O7 <br />BEARING WALL <br />U) J <br />Q <br />=w <br />w�. <br />~UZ <br />w> Q <br />t~i <br />Q <br />co <br />p <br />J fn <br />2 <br />o <br />_wa- w <br />- <br />F_ s ' N <br />Zp <br />0 w. L,,�, � <br />wOU c <br />I ' <br />• . <br />LO <br />Q w <br />F- OF- ... <br />� IM, <br />,� <br />_ O <br />�z�_.L <br />< <br />U z W <br />�1:3 <br />m Z <br />W 0 <br />Q_ Q rzzlp, . <br />C, = w <br />w <br />=0� <br />�H <br />Q <br />0 ^ a <br />W L �0 <br />c) N 5 <br />u ° ^__ C <br />EOM ro <br />o <br />OLLo �Q <br />•V W Q�4 N <br />L o E <br />70 0 r�l 00- <br />W W <br />w <br />wW<�O�J Q' zaZ z <br />0 <br />U <br />Q < C) <br /><OR-jww <br />�cnO�OZO <br />it <br />02c O0tL�O <br />!OOm�Za0 <br />O O <br />C� O z <br />(nerd j�ww�wzm<0 <br />a_ <br />U- <br />¢�¢Ow_Q�zwZ��0 <br />0w ; t F- <br />o x 0 � <br />�wZ Q <br />p Q <br />IL Q O <br />F_ Q w <br />i <br />O <br />O <br />N <br />Z <br />O� <br />>(n0 <br />0 L_ () O <br />Q �n (M � <br />LJ^ ti <br />Qw<Lq <br />W <br />2 _M <br />ZCU�� <br />z� <br />W <br />W <br />J O <br />O <br />m <br />(O <br />CD <br />co <br />N <br />O <br />N <br />i <br />d1 <br />CV <br />4 <br />O <br />o <br />O <br />' <br />O <br />LO <br />O <br />z z <br />Wc)r- <br />W_O <br />w U)N <br />> <br />F_0�0- <br />N <br />> <br />z <br />W <br />LO� <br />Q <br />o <br />w-5 <br />zW�� <br />V) <br />Q <br />~ <br />m O Z <br />W <br />c�p�w <br />ce <br />Z <br />Ti <br />zw0' <br />OagZ <br />LL <br />r- <br />W M <br />W <br />U <br />w aa- <br />>_U) <br />ry <br />. e <br />U <br />Z <br />vg <br />0 <br />� <br />z <br />Al <br />Z <br />w <br />J <br />/^ <br />LLJ <br />O <br />04 <br />LAST PLOT DATE <br />>N <br />Dec. 21, 16 <br />O <br />FOUNDATION <br />J <br />I PLAN B <br />