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EXISTING FLOOR JOISTS <br />BEAR ON FOUNDATION WALL <br />EXISTING EXTERIOR <br />WOOD FRAMED WALL <br />APPROXIMATE EXTERIOR GRADE <br />ELEVATION, SOIL OR CONCRETE <br />PAVING. (VERIFY EXACT CONDITIONS <br />IN FIELD) <br />EXISTING <br />CONCRETE <br />FOUNDATIONt <br />``�� <br />7 <br />b0 <br />C 6x8.2 CHANNEL w/ <br />`' _ <br />EXTENT OF EXISTING <br />%" o SIMPSON <br />FOOTING BEYOND <br />TITEN HD @ 16" O.C. <br />CHIP -OUT POCKET IN EXISTING <br />FOOTING FLUSH WITH FOUNDATION <br />WALL AS NEEDED TO INSTALL <br />77 ,/. �.� ; <br />BRACKET. <br />TABLE <br />1 <br />PILE <br />MIN. <br />BRACKET <br />PILE <br />HELIX <br />SERVICE <br />INSTALL. <br />DIA. <br />CONFIG. <br />LOAD <br />TORQUE <br />4038 <br />2 %" <br />10" <br />10.0 KIP <br />2,300 FT-LBS <br />BRACKET MUST SUPPORT THE <br />BOTTOM OF THE FOOTING AND SHALL <br />NOT RELY ON POST -INSTALLED <br />ANCHORS FOR GRAVITY SUPPORT. <br />HELICAL PILE (REF. TABLE 1) <br />TYPICAL HELICAL PILE DETAIL <br />@ EXTERIOR GRADE BEAM <br />NORTHWEST NELL LUND <br />7424 BEVERLY LN <br />ENGINEERING GROUP EVERETT,WA <br />P.O. BOX 10393, SCALE: <br />EUGENE, OR 97440 (541) 393-7363 3/4" = T-0 <br />SHEET: <br />SK-2 <br />DATE: <br />/02/2021 <br />