Laserfiche WebLink
ELEV. AT 0'-0" @�'MIN. ABV. GRADE) (TYP) <br />3-1/2" MIN. 3000 PSI CONC. SLAB <br />FOR HERNANDO COUNTY ONLY <br />* 3-1/211 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 />0 <br />9 <br />9 <br />�17) H13 <br />z <br />9 <br />;�r <br />c� <br />�n <br />9 <br />N <br />Lo <br />9 <br />4 <br />9 <br />BID <br />Lo <br />9 <br />;,ir <br />9 <br />;T <br />9 <br />;;t <br />C7 <br />Lo C) <br />C', <br />-0c <br />NOTE: ELEVATION- (-)1-1/2" <br />FFF. ELEVATION CAN BE <br />NO MORE THAN 1-1/2" <br />BELOW TOP OF EGRESS <br />DOOR THRESHOLD. FIELD <br />VERIFY. <br />42" X 42" <br />A/C PAD <br />4-'-0"-- - <br />X F- <br />u- <br />00 <br />L — <br />ELEV. /,'-Ik <br />(-)0'-4" <br />TX 3' <br />50-40' <br />30'-0" <br />1 -0 _.�z --a- I/, <br />0 0 El <br />9 <br />o <br />18'-0" 12'-0" co <br />00 ^GG 0 <br />iii,, �3 <br />co <br />C? <br />Elo <br />04 <br />14'-1 1 3/8" 4'-6" 1. 9'-4 5 <br />ll-2" E] <br />C J. C? <br />SHOWER <br />­)LAV. N, 0 <br />4 :!t <br />M Go <br />0 <br />CD <br />zo <br />cv) <br />)LAV. <br />El <br />0 SINK <br />REF <br />00 C? <br />7 <br />9. <br />-6" 8'-4" 2 -_07 5'-3" 0 <br />2'-5 3/8" 14" 2'-1 5/8 <br />C.J. <br />LA <br />cl <br />^GG <br />�3 <br />l'- 10 1/2" 8 W co <br />pr <br />9 <br />10 <br />(WH <br />0 <br />9'-5-0 10'-2 7/8" 1 <br />C? <br />ELEV. <br />0'- 4" <br />LL <br />bo <br />^cC <br />�3 <br />04 C.J� <br />0? <br />6 <br />L L 0 <br />L <br />00 0 0 .1 Inn <br />l'-7" T-5" <br />_V_0,3 0' 0 <br />112" SQ CMI I <br />C LUMN 1 S3 HB <br />0 1 C.J 0 <br />El <br />_�o _0 <br />8'-6" 16'-0" l'-5" <br />1'-0" 9'-6" 20'-6" <br />_4 <br />30'-0" <br />U- <br />bo <br />FL <br />FOUNDATION PLAN - ELEVATION A <br />1/411 = 1 1-011 <br />9 <br />�o <br />11.0 <br />S6 <br />A <br />S3 <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS <br />IN ACCORDANCE W/ AC1224-3R <br />o = FILLED CELL W/(l) #5 VERTICAL <br />0 = FILLED CELL W/(l) #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 />5TH EDITION (2014) FBC 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 />0 KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />THICKEN EDGE TO 8" <br />1-1/2" DP X 9 1/2" WIDE RECESS <br />T <br />3/4" DP X 13" WIDE RECESS <br />16" W X 12" DP CONC FTG W/ <br />(2) #5 RODS CONT. <br />16" W X 20" DP CONC FTG <br />W/ (2) #5 RODS AT 6" O.C. CONT <br />20" W X 20" DP CONC FTG <br />W/ (3) #5 RODS AT 6" O.C. CONT <br />24" SQ X 16" DP CON. FTG. <br />W/ #5 RODS AT 6" O.C. E.W. <br />24"X30" X 16" DP CON. FTG. <br />W/ #5 RODS AT 6" O.C. E.W. <br />BEARING WALL <br />(3) 2X4 B.U.C. W/ USP HTT16 AT BTM <br />V) <br />w <br />UJ <br />Lu <br />cl z <br />w a. < <br />0 <br />zo <br />uj 0 w <br />w (1) 0 <br />Ow <br />Lu Z r� <br />> 7�_j <br />uj < <br />.'.0 J <br />Lo <br />C) <br />co <br />< <br />m: M P: <br />— 0 C) z <br />- F LLJ <br />< Z <br />0 (f) <br />w <br />LLJ <br />ZZ) �0: w- <br />z <br />LLJ <br />0 w UJ <br />LL <br />0 <br />L11 0 F- 0 <br />Z Lo <br />W <br />00 Z Z <br />LLI o <br />. . . . . . <br />. <br />w <br />uj U) <br />5 <br />0 . . . . . <br />COW <br />Lu <br />0 m <br />z <br />< <br />0 Q) Lo ILI; <br />>= 0,0 <br />L. c"! uo <br />> m a cv) 4, 6 <br />1 V) cv) cq <br />4— D 0 <br />70 co <br />j cn <br />a, <br />0 u <br />0 u- <br />U <br />u <br />r <br />cO E <br />0 <br />70 rz, a <br />a LLi C6 w o 1-- <br />LLI W �_ 0 <br />31 <br />w w w <br />0 <br />w x 2 <br />w _Ao< <br /><:a)-X-I(/) 3:0,-COLL <br />n Zx <br />ow: zw z <br />< (,)OO-jo <br />OZ20 C) -i- <br />< I.- <br />0 0 <br />0 <br />oc0w9ou-tFroomqW <br />fn W CL �u> w <br />_j <br />LxL W < 'o cr 2 <br />C3 <br />cn 0 z <br />LL <br />_JOCLE)Z�eozz <br />W�Fn-wwa <br />< 0 w <br />X D <br />ow CL <br />z a. <br />0 < <br />z <br />(:) <br />LL < 0 <br />< LL <br />0 <br />Z W <br />0 F— <br />Fn 5 <br />> U) 0 <br />(,) C:) <br />co <br />co cv) r,-- <br />_j <br />Co <br />LL <br />w <br />U, u) <br />F—cv) <br />z <br />< co <br />Z C) F— <br />z <br />w <br />w <br />_j c:) <br />c:) <br />mi <br />co <br />clq <br />CN <br />C) <br />0 <br />c) <br />C) <br />U") <br />0 <br />Z Z <br />­0 <br />—zo <br />c4q co <br />w <br />0 W 65 <br />Lu <br />_j <br />< <br />0 (L <br />> <br />Lu <br />0 <br />W Ul � <br />a- X <br />U) <br />F__4 <br />Z <br />< <br />W F- F- <br />X F- of <br />LL <br />Lu =) < <br />moz <br />F- Z: Z <br />F- <br />(Do <br />W <br />Z;� _j <br />>- D� 2 <br />< w 0 <br />MZW <br />0- <br />Z Z U- <br />Ill 00 <br />O.cf <br />< �- <br />-3 2 z <br />C) <br />m <br />< m <br />a. w <br />>- V) <br />Lo z <br />z <br />z <br />X < 0 <br />z <br />F- L) <br />o <br />l< <br />A 1 <br />z <br />z <br />CN <br />LAST PLOT DATE <br />Mar. 15, 17 <br />FOUNDATION <br />PLAN A <br />