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I I ~ -1 :L~ J> I -0 I I I I !ill I I I I I I I 1 I I : 4' CONCRETE (3000PSD \.lITH tHO I 6X6 MESH ON 6 MIL POLY : VAPOR BARRIER OVER CLEAN (f) L() I I COMPACTED POISON TREATED ~N I SOIL, VAPOR BARRIDR cr:: I .. MA TERIAL TO BE LAPPED 0w (f) U i 6'\J[TH SEAMS TAPED 01 I VJATER SUPPL Y ! Irln A I :,;?J ~ /.11 ~ Jl;t _ _ _ _ _ _ _ _ _ _ _ _ SEE_SHT ~1~ I : -0 l!lfl · .. I .. ....... I I ~ ../ I · I I 1./ I. 112' X 8' ANCHOR BOL TS @ 21' DC MAX I I ' · /+ SECURE SILL PLATE AT LoCA nONS SHo\./N I I I . V~ I I !lfl SEE SHT 1*10 @ ~EFLOOR ~ I I ATU Wll I · G: AGE FLOOR I L{) LIVING AREA FLOOR ELEVATION Cl. I r-r) ELEVATION D I I · vi I I I (f) 2. -1. ,( I m . ~'WT 0. f';iZ- f\., \ 1/ \l j{" ",'!t\ J nOli . ftP;C ./ I~ crt'" v" N "'i~ V"'-" I) i 1" I I ... I .. 1 1/2' RECESS FOR ~ I I I I GARAGE DOOR I I I SH 35: 36681 · 18' GARAGE DOOR I I L---------I--------- - __________________.J !il m !il : mm ---~----~t- ----- '- TAP · I NOT El: I~ 40' '-1' 14' 1 --- ------------- --------------------- . INDICATES 1-#5 REBAR IN FILLED CELL FROM FOOTING TO LENTAL LOCATED AT EACH SIDE OF ALL VJINDoVJS AND DOOR OPENINGS, 8' DC MAXIMUM OTHER\.IISE, SEE FOOTING DETAIL m m m m I" 71 " /1 /~..-:..~( I ++ I / / "~ / ~--- + /+ .. +/ /+ .+ / ,----- .+ I r - - - --- I / ~ I " + (( \\ II ) /+ H 1/ .+ r= ~ ~..r L _ _ _ ___ / I /-....................-...-;;;;!' ~ - - - -- ~~ ~~ ~~ ~~ ~; ~ ~ ~; 1/-:-- --=- --=- --=-l~ ~~; I ( ,. II ~; 1 \ ___ _ _ +~ J I ~ L___~_---I ~ +.-:::=-~Th ~':;'.I -. ._11" IIJ~ Ir.~. ; ~.r--U ~~ ~; (~ !ill !ill !ill I I I I I I ~I I I I I I 1R!1 I I I I I I ml IL() IN I~ F!lEI I I I I -, F!lEIDW1 _-.J .. .. rf3= OUTSIDE VJATER TAP 6' FRENCH DOORS EGRESS SH 35 '" co I ... C) OJ 112' X 8' ANCHOR BOLTS APPROX, 21' DC AND EACH SIDE OF DOOR OPENING 6' MIN IMBEDMENT (f)L{) (f)N W 0::: I C-'(f) W GARAGE FLOOR SLOPE 1'/10' AI,/AY FROM FROM LIVING AREA LIVING AREA FLOOR FOUNDATION SECTION AT WALL BETWEEN GARAGE FLOOR/LIVING AREA FLOOR @J ... r--- l[) NOT E': FINISH FLOOR SHALL BE 8' ABOVE CRO\.lN OF ROAD #5 DOWEL TO MATCH VERTICAL REIN, \.I / 25' MINIMUM LAP 4' CONCRETE (3000PSD VJITH #10 6X6 MESH ON 6 MIL POLY VAPOR BARRIER OVER CLEAN COMPACTED POISON TREATED SOIL, VAPOR BARRIOR MATERIAL TO BE LAPPED 6''w'ITH SEAMS TAPED FIBERMESH MAY BE SUBSTITUTED (1) 115 VERT IN FILLED CELLS 4' X 4' INSPECTION PORT AT AT EACH FILL CELL (TYP) 4' 16' X 12' MONOL YTHIC SLAP VJ 1 (2) #5 CONTINUOUS ON CHAIRS TYPICAL FOOTING DETAIL I I Q ... I ENT~ rt l ~LEVATlDN _ ) I~ 19'-48 PLUMBING: ALL PLUMBING FIXTURE LOCATIONS ARE TO BE DETERMINED BY THE PLUMBING CONTRACTOR, THE PLUMBING CODE REQUIRES THAT AT LEAST ONE 3D VENT STACK PIPE WILL BE VENTED THROUGH THE ROOF, THICKEN SLAB ON EGDE wi 12" SQUARE X 16" @ CORNERS WI REFORCEMENT RODS (TYP) 8' 0' IN ACCORDANCE \rJITH CHAPTER 471.003 (2) OF THE FLORIDA ADMINSTRATIoN CODE! PLUMBING SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES, THE SYSTEMS DRAWN HEREON ARE BASED UPON THE HOMEOWNERS/CONTRACTORS REQUIREMENTS, SEE SHT #10 FOUNDATION PLAN I hereby certify tho. t I ho. ve reviewed this plQn Qnd found it to be in cOMpliQnce with section 1606 of the FloridQ Building Code) 2001 edition) Dl\ VID CARR DOGWOOD LANE D"VV"S:MITH, P.E" FLORIDA PROFESSIONAL ENGINEER LICENSE NUHBER 53608 Custom Home Plan Service 9909 WALLASTON DRIVE-DADE CITY FLORIDA 33525 P!{INE,352-521-0865 FAX' 352-521-0867 E-MAIL' zt'phyr27@gte, net \ j;Vl '1;11 DQ vid 'vj, SMith) P,E, CARR CONSTRUCTION, INC ENGINEER LICENCE U53608 !ill '" .q- I ... tn ~ I I I m, I I I I ~I I I I I ... .q- ~ ... r--- l[) RICK GOLLHARDT - DRAFTSMAN FOUNDATION PLAN SHEET OF 5 OF 12 SCALE DATE JOB NO, 1 4"= 1 FT 21 FEB 2005 DESIGN/DRAWN CHECKED 2005-17 R. GOLLHARDT D.W.SMITH,P.E.