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R <br />4" THICK CONC. SLAB <br />W/ 6X6-10/10 W.W.M. <br />4" CONC. SLAB 3000 psi w/ <br />5 VERT. IN - <br />�Ilk#CELLS - 1/2" GYP. WALL BOARD ON <br />ON 6 MIL VAPOR BARRIER <br />6x6-10/10 W.W.M. <br />REINF. AND VAPOR BARRIER <br />~` \ 3/4" P.T. FURRING STRIPS <br />#5 DOWEL TO MATCH <br />\ <br />d ° <br />VERTICAL REINFORCING �` / <br />MINIMUM LAP � - 4" CONC. SLAB 2500 psi w/ <br />ed ° <br />� <br />z \ I= I I=III=I I <br />j. I <br />4f1l' <br />STANDARD 90 BEND �� <br />'`III III I I I -I I I-'r: <br />n"W/25" <br />6z6-10/10 W.W.M. 4 X4 INSPECTION PORT AT . <br />EAC FILL CELL TYPICALREINF. AND VAPOR BARRIER <br />THICK CONC. SLAB <br />ON 6X6-1010 W.W.M. <br />ON 6 MIL VAPOR BARRIER <br />_ <br />_\4" <br />—III=1 I =1 i— a e 1= \=III <br />� <br />— <br />-'- (2) #5 CONTINUOUS FOOTER I= <br />a ° <br />— <br />_ I — 1=III=III=III=1 \ I- <br />N <br />_ __ <br />I—� 6 MIL VAPOR BARRIER <br />__ ___ _ _ _ _—III= <br />= I =III= I I= I STANDARD 90' BEND I <br />I=I =III=I 11=III=I 11=III= <br />—I I I=I I I= I I= <br />'— <br />_ <br />_ _ _ __ ` ' ' 2 5 CONTINUOUS FOOTER _ <br />—I I I —III —I I I I �) # <br />-4- <br />g <br />(2) 15 CON¶NUOUS <br />CLEAN, POISONED <br />\ AND COMPACTED SOIL. <br />1—' CLEAN, POISONED <br />AND COMPACTED SOIL. <br />8, <br />12" <br />'—REBAR CHAIR IN FOOTING <br />3" CLEAR. <br />12" <br />REBAR CHAIR IN FOOTING <br />(2) 15 CONTINUOUS <br />811 4" <br />16" x 16" STEPDOWN <br />3" CLEAR. <br />/ / <br />4 <br />16" x 12" INTERIOR MONOLITHIC FDN. <br />3 16" x 8;; MONOLITHIC FDN. <br />20„ x 12 <br />1 <br />MONOLITHIC FDN. <br />2 3/4" = 1'-0" <br />3/4 - 1 -0 <br />3/4" = 1'-0" <br />30" <br />(4) J5 cON'T. EW. <br />�- <br />POW. <br />/- <br />z <br />PRAM, <br />ZE <br />ANnA�n <br />H�fA 5T\* <br />z� <br />� <br />7HOO�I <br />(4) i15 E.W. <br />r - <br />.... __ <br />.._._. <br />'.r. ..:.. '. .. .♦ate..... ... •�• �4a Jj .. J .� <br />- _ <br />3O'x30'x12' DP. <br />30" x 30' x 12" MONOLITHIC FDN. <br />5 <br />U�CAL <br />3/4" = 1'-0" <br />MNF0PUWNT <br />IN CWOMP CALL <br />25" LAp MIN, <br />CLAN U�' p�QUlin FOp <br />F00IflN6 15 NOT p9QUIPn, <br />FOOV\ <br />ITIWORCING <br />5fAN12 Mn, <br />HOOK, <br />6 ONE STORY MASONRY WALL LOAD PATH <br />11 <br />3/4 - 1 -0 <br />FOR: <br />WAYNE BUTTERFIELD <br />JOB ADDRESS: <br />4408 Court St. <br />Zephyrhills, Fl. 33542 <br />I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH TBE 2014 PROJECT NAME: WALNUT GROVE <br />(S M EDITION) FLORIDA RESIDENTAL BUR DING CODE, <br />FEC 2014, & ASCE 7-10. BUILDER: BAILEY CONTRACTING, LLC <br />DAVW W. SMnl% PE <br />9909 WALLASTON DR LIC.# PE 53608 DESIGNER: LARRY DEMONTMOLLIN <br />DADE CITY, FL. 33525 PH. 352-521-0865 <br />I <br />SCALE - AS NOTED <br />EET <br />S2 , <br />