Laserfiche WebLink
C <br />a <br />i;'_n" gn'-411 <br />FOUNDATION PLAN <br />1 /4"=1'-O" <br />#5 DOWEL TO MATCH <br />(1) #5 VERT. IN <br />VVEERTICAL REINFORCING <br />W/25" MINIMUM LAP <br />FILL CELLS <br />ROOF VENTILATION AS PERHEADER BLOCK <br />FBCR SECTION R806 <br />CLIMATE ZONE 2A <br />4"X4" INSPECTION PORT AT <br />EACH FILL CELL TYPICAL <br />6z6 10/10 W.W.M. <br />MIN. OPENING = 3" <br />J <br />c� <br />° <br />GRADE <br />6 MIL VAPOR BARRIER <br />_I �— <br />CLEAN, POISONED <br />11 <br />I I I I=I I I I I I I I=1 <br />AND COMPACTED <br />— <br />�II <br />. °a <br />STANDARD 90' BEND <br />I .a I — co <br />ALL CONC. BLOCK w/ DOWELS <br />TO BE FILLED SOLID w/ CONC. <br />BELOW GRADE <br />(2) #5 CONTINUOUS <br />16" <br />O1 LOAD <br />BEARING STEM WALL FOOTING <br />3/4" = 1'-0" <br />1'-0" <br />i <br />1'-4" <br />4" N❑M. SLAB OF 3000 PSI <br />CONCRETE W/ 6x6 W1.4 x W1,4 WWE <br />6 MIL. POLY VAPOR BARRIER, <br />LAPPED 6" & TAPED <br />(2) #5 REBARS C❑NT, SPACED 6" ❑,C. <br />ON 3" HIGH CHAIRS <br />CLEAN, COMPACTED, <br />TERMITE TREATED FILL <br />(0 <br />0 <br />z e n <br />d GRADE---=-- <br />: �. <br />I <br />O Z <br />I � o <br />1'-4" <br />4" N❑M, SLAB OF 3000 PSI <br />CONCRETE W/ 6x6 W1.4 x W1,4 WWF <br />6 MIL. POLY VAPOR BARRIER, <br />LAPPED 6" & TAPED <br />(2) #5 REBARS C❑NT, SPACED 6" O.C. <br />ON 3" HIGH CHAIRS <br />CLEAN, COMPACTED, <br />TERMITE TREATED FILL <br />0� <br />�n" <br />30"00"x12" DP. <br />30" x 30" x 12" MONOLITHIC FDN. <br />3/4" = 1'-0" <br />(4) #5 E.W. <br />N <br />I HEREBY CERTIFY THAT I HAVE REVIEWED <br />THIS PLAN AND FOUND IT TO BE IN <br />COMPLIANCE WITH ASCE 7-10, & FBC 2017 <br />(6TH. EDITION). <br />' No. 608 1 _ <br />• <br />• � rr <br />STAT •� <br />Ole <br />X ONA S``,```�� <br />ZI L <br />/II111 <br />PROFESSIONAL ENGINEER SEAL <br />ENGINEER OF RECORD <br />David W. Smith P.E. <br />FLORIDA LICENSE NUMBER 53608 <br />Plans By: <br />Larry deMontmollin <br />90 Country Club Lane <br />Mulberry, FL 33860 <br />Phone: (863)397-7525 <br />DATE: 09-03-19 <br />DRAWN BY: L.E.D. <br />REVISION: <br />DATE: <br />RO 1 <br />RO 2 <br />RO 3 <br />RO 4 <br />PROJECT ADDRESS: <br />38021 10TH. AVE. <br />ZEPHYRHILLS, FL. 33542 <br />CONTRACTOR: <br />BUITERFIELD INVESTMENTS <br />HOUSE PLAN <br />FOUNDATION PLAN <br />DWG, 3 8 0 21-A4 REV. 0 <br />