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-- 4" CONIC. SLAB 3000 psi w/ <br />6x6-10/10 W.W.M. <br />REINF. AND VAPOR BARRIER <br />\ a •a 4 \ <br />00 <br />a <br />\ Aa 1, STANDARD 90' BEND III= <br />Z 1= = I _= <br />(2) 15 CONTINUOUS FOOTER = <br />N 11= 11=1 • — =1 11=1 11=1 11=� \� 6 MIL VAPOR BARRIER <br />- <br />11=III=III=III=III=11 III=1 —III—III=1 <br />CLEAN, POISONED <br />AND COMPACTED SOIL <br />1 2" REBAR CHAIR IN FOOTING <br />3" CLEAR. <br />0 <br />1 20" x 12" MONOLITHIC FDN. <br />3/4" = 1'—O" <br />30" <br />(4) #5 CON'T. Et <br />30*xVxl2' DP. <br />(4) 15 E.W. <br />5 30" x 30" x 12" MONOLITHIC FDN. <br />3/4" = 1'—O" <br />(1) #5 VERT. IN <br />FFILL CELLS <br />#5 DOWEL TO MATCH <br />VERTICAL REINFORCING <br />W/25" MINIMUM LAP <br />4"X4" INSPECTION PORT AT <br />EACH FILL CELL TYPICAL ~ <br />a a a <br />12" <br />1/2" GYP. WALL BOARD ON <br />3/4" P.T. FURRING STRIPS <br />— 4" CONC. SLAB 2500 psi W/ <br />6x6-10/10 W.W.M. <br />REINF. AND VAPOR BARRIER <br />I-1 1 1-1 11-1 I I <br />STANDARD 90 BEND:'1111 <br />(2) #5 CONTINUOUS FOOTER'S <br />=III=1 I1=1I1=1 <br />II�,I III11 IJI I <br />R, BAR CHAIR IN FOOTING <br />3 CLEAR. <br />2 16" x 12" INTERIOR MONOLITHIC FDN. <br />3/4" = 1'—O" <br />PONn, <br />P�AM, <br />7srAvn�n <br />NOOK, <br />CLEAN, POISONED <br />AND COMPACTED SOIL. <br />111 1. ■ I- - 1 I 1 1.. <br />" THICK CONC. SLAB <br />1/ 6x6-10/10 W.W.M. <br />IN 6 MIL VAPOR BARRIER <br />_I <br />(2) ¢5 CONTINUOUS <br />8" 4„ sl <br />3 16" x 8" MONOLITHIC FDN. <br />3/4" = 1'—O" <br />M-NCAINM�n <br />1r"U55 <br />�TA 51RAP <br />•��' <br />:s�_ <br />'.h <br />•�• <br />:.. <br />`] <br />•.i 1, <br />�' <br />.�_ .•.:ti.. <br />+• <br />•/.� f'*•� <br />7' <br />25" I.PP MIN, <br />•♦y <br />O <br />• <br />♦. <br />f. <br />.. ,.tom. .• •. .. a. 3 <br />• �'« �,� � � ..r _.. :r ;' <br />j � • <br />„ �yry�A.fir!•////'./yyy►����,,r�/' •i. <br />1' ]. 1•♦1 <br />. •: <br />Ay./� <br />{: !IV/IIN <br />•�J ♦ <br />•Y <br />:•' r. <br />t <br />VIWII R/1 <br />5f Y `I V AV 1 <br />NOOK, <br />6 ONE_ STORY MASONRY WALL LOAD PATH <br />3/4 = 1 —0 <br />11 <br />• FOR: I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN <br />• DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE 2014 PROJECT NAMIE' : WALNUT GROVE <br />WAYNE BUTTERFIELD <br />• - ,: (SI'$ EDITION) FLORIDA RE3IDENTAL BUII.DING CODE, <br />JOB ADDRESS: Z°14, ASCE 7-1°• BUILDER: BAILEY CONTRACTING, LLC <br />4408 Court St. <br />DAYM W. SMITH, PE <br />"09 wALLASTON DIL Lic.# PE 53608 DESIGNER: LARRY DEMONTMOLLIN <br />Zephyrhills, Fl. 33542 DADE CITY FL. 33525 PH. 352-521-0865 <br />VWf"ICAI. <br />MINF0P,-,CW%f <br />IN GPOUTn C�1,I. <br />cl,�Avqff kWuIM-,,n F0k, <br />Gk.our I,iFr 5 Fr, uNL�ss <br />F0011NG nOMl.I. IS NOi P�QUIP�n, <br />- FOOV" <br />P� <br />(2) l <br />81 <br />1 1 >-41, <br />4 16" x 16" STEPDOWN <br />3/4" = 1'—O" <br />THICK CONC. SLAB <br />6X6-10/10 W.W.M. <br />1 6 MIL VAPOR BARRIER <br />SC LE - AS NOTED <br />1_j_I I _ I —I - <br />EET <br />S2 . <br />