Laserfiche WebLink
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 />M <br />O <br />M <br />eo <br />N <br />v <br />M <br />v <br />o <br />5'-0" <br />2'-0" <br />HB <br />k O <br />c <br />c <br />c <br />C, <br />❑ c <br />7'-3" <br />C.J. LAV <br />M <br />0 <br />Lo <br />9 = " jLl <br />A7 t <br />a ELEV 30'-0"6'X 33.2 3,_4"3,_4�.4„ 4,_8„ <br />I rA � I <br />I <br />❑ ❑ ❑ ❑ Cl ❑ ❑ <br />I <br />I <br />I B <br />I <br />i <br />I <br />S <br />N <br />❑ <br />1 V-2" <br />SINK <br />- <br />----- <br />-r <br />_z <br />h <br />� <br />4 <br />---- <br />L __ <br />-- <br />— <br />J <br />== — <br />— <br />— <br />II <br />c <br />O <br />6 <br />❑ <br />I <br />II <br />5 <br />w <br />5'-3 1/2" <br />15'-3 3/8" <br />00 <br />il� <br />D <br />CC <br />,;% �❑ <br />3 '' <br />M - 13 , i <br />' I I-Till' <br />- <br />N 4 1 N <br />II <br />II 10 ❑ <br />,I <br />II I <br />I I <br />v i i 11 ELEV. <br />H <br />LL <br />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 />bo <br />v <br />C.J. <br />— — — ii.0 <br />o <br />❑ <br />2„ <br />I C <br />_ <br />CC <br />o <br />BOBi I � <br />S3 <br />9'-10 7/8" <br />10'-8" <br />I <br />D <br />❑ c <br />I I <br />I <br />----- ---------- <br />--- C—J. <br />rn <br />I <br />I <br />c�J <br />1 I II <br />B <br />o <br />❑ <br />I <br />I °' <br />o <br />A <br />C <br />I <br />S3 <br />I <br />I <br />S-OB I . <br />O <br />HB <br />� <br />o <br />00-0­` <br />0. <br />A <br />T_5" <br />I 3' 1" <br />1'-10" <br />16'-0" <br />1'-0" <br />2 8'-8" <br />1 -0 <br />10 21'-4" 10 <br />30'-0" <br />(-) 3 1 /2" <br />_ 9 <br />o A7 <br />FOUNDATION PLAN - ELEVATION A <br />1 /411 = 1'-0" <br />J <br />S6 <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 />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 />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 />O 1-1/2" DP X 8" WIDE RECESS <br />O 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 />C FOOTING LEGEND <br />TAG TYPE SIZE REINFORCING <br />OA THICKEN EDGE 8" x 8" DP (1) #5 CONT. <br />OB MONO FTG 20 x 20 DP (3) #5s CONT. <br />O PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY <br />C MONO FTG 16" x 12" DP (2) #5s CONT. <br />- <br />A <br />_ a <br />E <br />L <br />0? <br />0 <br />_W <br />co <br />ti <br />� <br />V <br />`n 2CN <br />-0-o f <br />M <br />9 a <br />AA'' <br />i <br />t O <br />W <br />.�.., <br />O <br />Oro <br />2 0 <br />o <br />� <br />LM�� <br />.0 <br />U <br />Q <br />Lu <br />E <br />W <br />�Le <br />00 <br />n <br />v <br />0 LLI uj Lu Q <br />w w�a og OfQg zw Z <br />(D U ¢3X Jopw�O2LLpO� JO <br />Q =Una9oZp�:OomZZ¢U <br />U 0 0 ��a�zYOZzLL <br />W o Z ¢�w�Lu<v-gzp20 iL <br />oow o o¢Qq�¢ <br />LL <br />E <br />YI <br />O <br />O <br />N <br />O L1J <br />O <br />z C) "O O <br />`M O <br />Q (M U) <br />UO n <br />Z < Lu Ln <br />d a �M-•I <br />Q u Q 00 <br />Z � I— <br />Lu <br />w110 <br />mi V_ <br />N <br />O <br />N <br />v <br />0 <br />co <br />Lo <br />Z <br />Cw <br />C <br />O <br />0 <br />w <br />0 <br />z <br />Cfl <br />00 <br />a0 <br />O <br />O <br />O <br />O <br />O <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />CV <br />N <br />O) <br />O <br />O <br />0p <br />N <br />T- <br />M)C <br />O <br />CDCD <br />o <br />NN <br />O <br />O O <br />L <br />o <br />N <br />0 <br />M <br />0 <br />� <br />o <br />Lo <br />0 <br />CDr` <br />0 <br />\� <br />�/ <br />z <br />- z C <br />W <br />w <br />fA <br />� <br />U r 5; <br />V! <br />Q <br />_Uo�o <br />�WLu <br />Lo <br />Z <br />zw�Q <br />w ~ <br />T <br />�� T <br />=moz <br />V <br />H z <br />z > J <br />z w <br />w IMF <br />Q <br />O_j�z <br />U <br />Q a LL <br />w <br />r-i <br />U z z <br />2 Q p <br />' <br />Z <br />zZ <br />U <br />00 <br />0 <br />a <br />m <br />zA <br />w <br />J <br />Lu <br />O <br />LAST PLOT DATE <br />N <br />> <br />Apr. 16, 21 <br />FOUNDATION <br />0 a <br />z 0 <br />J <br />PLAN A <br />