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VCA E N G I N E E R S , INC. <br />Project: _______________________________________ Job No.__________ Sheet:_____________ <br />Subject: _______________________________________ By. _____________ Date :_____________ <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Delhi Community Center J804 <br />Scope of work: <br />Remodel the interior of the building by removing some shear walls and columns. <br />The approach to replace the removed shear walls is to calculate the capacity of the removed <br />shear walls and replace with Mitek Hardy-Frame shear walls of equivalent capacity along the <br />line. <br />The approach to replace the removed column is to provide a new steel beam in the place <br />where there was an existing wood beam supported by the removed column. <br />There will also be a new steel framed trellis outside the building. <br />Design Loads: <br />Roof DL = 20 psf <br />Roof LL = 20 psf.