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a <br />PJ� <br />I on <br />� <br />ebar Schedule: <br />2 x #4 9n -footing <br />1 ea #4 horizontal in wall at <br />spacing <br />2 x #4 verticals tied to rebad <br />and wall spaced 24"® laterall <br />10" 1/2" J-bees embedded! <br />upper rebar elements on 24 <br />Under Slab, compacted crushed rock <br />- 1 1/3 - 5/8" Graded less than % <br />fines. Tap with 10 Mil Polyethylene <br />moisture barrier. place 2P9 sand on <br />membrane and then pour slab to <br />acheive 4" thickness with 6" welded <br />wire mesh at centerline of slab. <br />Stem Wall Detail <br />scale. 1 /2" = 1 <br />'E SEAL Foundation Membrane <br />axterlor of footing and wall up to <br />rid level. soil slopes away from wall. <br />Topsoil fill sloped away from <br />foundation mall. <br />4" perforated drain with sock for <br />surface and downspout drainage. <br />connects to linear trench drain In <br />driveway. <br />Pea gravel < 3% fines <br />V' perforated drain with sock placed <br />�t footing elevation around all new <br />®otings and connected to linear <br />train in driveway. <br />ompact native soils 2000 <br />psi bearing strength <br />4" Perforated Perimeter Drains in sieve at footing <br />elevation and at 12" below finished level. Bed drain in <br />w <br />0 <br />a <br />LU <br />0 <br />z <br />