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<br /><. <br /> <br />.'~ j.;.~.:,! <br /> <br />I .'. .~ <br /> <br />, :I:,~~~~~:.: <br />Pier Spacing TatJre,~:, ~;~ <br /> <br /> <br />~\ <br /> <br />Load Bearing <br /> <br />15" X 16" 18 '12" x 18 '1-1-" _2.0~;x 20" 26" x 26" <br />3' 4' 5' . 8" <br /> . <br />4'6" C6' .J 7' <br /> - <br />6' , <br />7'6" <br /> <br />~l <br /> <br />~.-.. <br /> <br />c9 <br /> <br />2000 psr "\, <br /> <br />~' <br /> <br />2500 psF <br /> <br />t <br /> <br /> <br />t. . <br /> <br />":' <br /> <br />Blocking (Single TIered) <br /> <br />*I-Dcam (Frame) <br />*Wood shims or other material <br />approVed by the department <br />pursuant to rules 15c-l.oio5 and <br />15c-1.0106 (11/2 Maximum) . <br /> <br />*Cap 2'" x 8" x 10'" Pressure Trcatcd <br />WOod Or other material apProved <br />and' listed by the department <br /> <br />~. <br /> <br />.. .!t..... <br /> <br />.,~\... <br /> <br />,Figure B <br /> <br />*Sod and organic: material removed <br /> <br />BlOcking (Double TIered) <br /> <br />Fi~ure C <br /> <br /> <br />U. <br /> <br />*I-Bcam (Frame) <br />*Wood shims Or other material <br />approved by the depal"tment <br />pursuant to rules 1Sc-l~0105 and <br />15c-l.0106 (11/2 Maximum) <br /> <br />*COPtlon) Pressure treated Plate <br />*Cap 4'" x 10. x 10" SoUd block <br />2 2'" x 8'" x 10'" Pressure treated <br />WOOd or other material apProved <br />And listed by the department <br />OPtion 2 (4'" x 8'" x 10} must be <br />Perpendicular to I-beam <br /> <br />*Ceiled COncrete blode <br /> <br />-Ground lovel <br /> <br />"'Footer or Pier foundation <br />4'" X 16'" x 16'" Solid (One PIece) or <br />Other material apProved alJd listed <br />By the department <br /> <br />*SOd and organic material removed <br /> <br />I-Beam Frame Attachment <br /> <br /> <br />*Maximum Mechanical Height AdjUSbnent <br /> <br />*Maxlmum Height Under I-Beam <br /> <br />.Ground Levei <br /> <br />* Footer or Pier fOUndation <br /> <br />*4'" x 16'" X IG" solid (One piece) <br /> <br />-Sod and organic material removed <br />