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Posts:2321

02/15/2002 10:45 AM
In designing my detatched shop,local code requires 4'X 8' shear wall at 25 lineal feet.Was wondering if I build with ICF and larger and more rebar,I could satisfy the inspector and eliminate the shear walls.Anybody have experience with this before I go to him? Thanks Mike

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Posts:147

02/15/2002 6:42 PM
design by a structural engineer according to ACI 318 or other accepted structural methods will eliminate your and the inspectors guess work and will satisfy all building codes... peter juen s/e florida polysteel inc.

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