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<br />NOllE: <br /> <br />. INDICA TES 1-#5 REBAR IN FILLED CELL FROM <br />FOOTING TO LENTAL <br />LOCATED AT EACH SIDE OF ALL ~INDO~S <br />AND DOOR OPENINGS, 8' DC MAXIMUM OTHER~ISE, <br />SEE FOOTING DETAIL <br /> <br />G!3:= OUT SI DE ~ A TER TAP <br /> <br />1/2' X B' ANCHOR BOLTS APPROX, 21' DC AND EACH SIDE OF DOOR OPENING <br />6' MIN IMBEDMENT <br /> <br /> <br />GARAGE FLOOR <br />SLOPE 1'/10' A'-IAY FROM <br />FROM LIViNG AREA <br /> <br />FOUNDATION SECTION AT <br />WALL BETWEEN <br />GARAGE FLOOR/LIVING AREA FLOOR <br /> <br />N071E1: <br /> <br />,,~ <br />vO * \9 <br />I~ <br />~~ <br /> <br /> <br /> <br />FINISH FLOOR SHALL BE 8' ABOVE CRO\./N OF ROAD <br /> <br />#5 DOWEL TO MA TCH VERTICAL <br />REIN, ~ 1 25' MINIMUM LAP <br />4' CONCRETE (3000PSD WITH #10 <br />6X6 MESH ON 6 MIL POLY <br />VAPOR BARRIER OVER CLEAN <br />COMPACTED POISON TREATED <br />SOIL. VAPOR BARRIOR <br />MATERIAL TO BE LAPPED <br />6'WITH SEAMS TAPED <br />FIBERMESH MAY BE SUBSTITUTED <br /> <br />. <br /> <br /> <br /> <br />, X 4' INSPECTION PORT AT <br />T EACH FILL CELL (TYP) <br /> <br />TYPICAL FOOTING <br />DETAIL <br /> <br />PLUMBING: <br />ALL PLUMBING FIXTURE LOCATIONS ARE TO BE DETERMINED BY THE PLUMBING CONTRACTOR. <br />THE PLUMBING CODE REQUIRES THAT AT LEAST ONE 3q VENT STACK PIPE wILL BE <br />VENTED THROUGH THE ROOF, <br /> <br />IN ACCORDANCE wITH CHAPTER 471.003 (2) OF THE FLORIDA ADMINSTRA TIoN CODE; <br />PLUMBING SYSTEMS SHALL BE DESIGNED BY THE <br />RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES, THE SYSTEMS DRAwN <br />HEREON ARE BASED UPON THE HOMEOwNERS/CONTRACTORS REQUIREMENTS, <br /> <br />WATER SUPPLY <br /> <br />o~ <br /> <br />I~ <br /> <br />40' <br /> <br />-~~t-----_:~--__-1-_--_---------------- <br /> <br />!ill <br /> <br />fa] <br /> <br />fa) <br /> <br />fa) <br /> <br /> <br />.. <br />co <br />I <br />.. <br />C) <br />(\J <br /> <br />II IiJJ <br />I" 71 I <br />" / I I <br />/~"-:"-7( I ~t~~ <br />~ I//"~ 1 ~ <br />./ L___ I <br />/. <br />.. I 1 <br />~/ Iml <br />./ I I <br /> <br />. <br /> <br /> <br /> <br />/// ~:~ ~-~~-=--,) i <br /> <br />.. r= =JJ .+ L - - - __ / I I <br />r................-..-..# L::_____ I <br />,.~ I I <br />~~ I IilJ <br />~; ~ ;0, I <br />,. w'~ <br />/ ~I I <br />;~ r - - - - - -, - ..... \ _ 8 (f) I I <br />,.~ I /--- - - -l, rl\'~rls\t t-"L~iL \JK.l(~I}- \ I IilJ I <br />.~; I ( 1'11)1 ~\\.\.. )2)f- /\'\lriU,1.VA.'\ 5(( I I <br />; I \ .. J I <br />,." L ~ -1-- -.-J fti~i (... CikJ<JI'i of l~J'O I I <br />.LIIIlW.._.._..J~;uV~ I I <br />; ~y-U I I I <br />..~ <br />, IIilJI <br /> <br />(" W : : <br /> <br />.. <br /> <br />ill <br />: 4' CONCRETE (3000PSD WITH #10 I I <br />n 6X6 MESH ON 6 MIL POLY 1 rm <br />.. VAPOR BARRIER OVER CLEAN (f)(f) L{)N I I <br />i COMPACTED POISON TREATED <br />.. SOIL, VAPOR BARRIDR .A ~w if):.r: II " J <br />.. MATERIAL TO BE LAPPED ~ <br />~ 6'~ITH SEAMS TAPED 0- Ql <br />i ~x7p A : ~ <br />.. I rilllll <br />~ //~ J!;'L _ ~ ~ _ _ _ _ _ _ _ _ _ SEE_SHT ~l~ I : <br /> <br /> <br />.. .. I. .. ....... I <br /> <br />~ ../ I I <br />i ./ I. 112' X 8' ANCHOR BOL TS @ 21' DC MAX I <br />..: /. I SECURE SILL PLATE AT LOCATIONS SHO~N I I <br />.~ /.. I · I m 0 CON RETE PAD FOR A/C <br />· .. 1 f-- I <br />I ./ I · L.1- I <br />~. <br />n I. ~4 \ IS I I <br />: ~ I V" I I <br /> <br />~ t~'t(j'A~TI~~EA FLOOR I' ~tEe%IbhOOR t.' ~\ I I <br />g I ' [] I I <br />~ I · ~ I I <br />i I I rll I <br />: I · I I <br />~ I . I I <br />i I I I <br />: I · 1 1/2' RECESS FOR I I <br />I I I GARAGE DOOR I I <br />I SH 35: 36681 · 18' GARAGE DOOR I I <br />L________-I-________ . __________________-.J I <br />!!2l m !!2l .. m IZlIID m~ <br /> <br />--,~~-~~~~; - : --84'-- <br /> <br />19'-4Q <br />rt'.. : t~~~~TlON I <br />~-----~ <br />14 <br /> <br />'. <br /> <br />!ill <br /> <br />!ill <br /> <br />r <br /> <br />EGRESS <br />SH 35 <br /> <br />6' FRENCH DOORS <br /> <br />III <br /> <br />.. <br />..q- <br />I <br />.. <br />If) <br />........ <br /> <br />III <br /> <br /> <br /> <br />L{) <br />N <br /> <br />.. <br />..q- <br />........ <br /> <br />I <br />if) <br /> <br />III <br /> <br />.. <br />I'- <br />If) <br /> <br /> <br />, <br />I'- <br />If) <br /> <br />t <br /> <br />SEE SHT #10 <br /> <br />L() <br />r-r) <br /> <br />I <br />(f) <br /> <br /> <br />8' <br /> <br /> <br />THICKEN SLAB ON EGDE W / 12" SQUARE X 16" <br />@ CORNERS W / REFORCEMENT RODS (TYP) <br /> <br /> <br />0' <br /> <br />SEE SHT #10 <br /> <br />F10UNDATION PLAN <br /> <br />Do, vid w, SMith) P,E, <br /> <br /> <br />DAVID Cl\RR <br />DOGWOOD LANE <br />D..'W..SMITI-I, P.E.. <br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 <br />Custom Home Plan Service <br />9909 ~ALLASTON DRIVE-DADE CITY FLORIDA 33525 <br />Pf{]N[, 352-521-0865 FAX' 352-521-0867 [-MAll: zrphyr27@gte, net <br /> <br />JOB NO, <br /> <br />RICK GOLLHARDT <br /> <br />DRAFTSMAN <br /> <br />f <br />: IU {bf <br /> <br />I hereby cer-tify -tho' -t I ho' ve reviewed -this plan and found i-t -to be in <br />COMpliance wi-th sec-tion 1606 of -the Florido' Building Code) 2001 edi-tion) <br /> <br />FOUNDATION PLAN <br /> <br />SHEET OF <br /> <br />5 OF 10 <br /> <br />DATE <br />7 OCT 2004 <br /> <br />SCALE <br />14"=1FT <br /> <br />ENGINEER LICENCE n53608 <br /> <br />DESIGN/DRAWN CHECKED <br />R, GOLLHARDT D,W,SMITH,P,E. <br /> <br />2004-34 <br />