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January 26, 1993 <br /> <br />Attn: Mr. Don Rasmussen <br />FAX 682-3685 <br /> <br />Modern Building Systems <br />Plant Revision <br />9433 Porter Rd SE, Aumsville <br />93-28 <br />9044721 <br /> <br />Before we can complete the plan review we need the following <br />information: <br /> <br />Foundation and Girder Truss Drawings need to be sealed by the <br />engineer. <br /> <br />Wind and earthquake calculations on girder truss replacement <br />of existing wall on easterly end of building. <br /> <br />Statement or design of removal and replacement structure at <br />south westerly portion of building complex. <br /> <br />4. Horizontal Thrust on Rigid Frame footings. (21,500 <br /> lbs./frame) <br /> <br />5. Uplift on Rigid Frame Footings. (17,000 lbs.) <br /> <br />6. Uplift on Endwall Frame X-brace. (12,000 lbs.) <br /> <br />Lateral bracing of compression top chord of girder truss. <br />(209,000 lbs. max.) <br /> <br />Floor plan for building complex showing use areas; size and <br />location of exit man-doors. <br /> <br />Fire separations at mixed use of building. Deputy State Fire <br />Marshal said part of building was being used for Hay Storage <br />(Group M - Non-Farm Agricultural) and Prefabricated Building <br />Construction (Group B Division 2 with adequate dust collection <br />OR Group H Division 2) Storage of materials to comply with <br />Article 81 of the Fire Code. <br /> <br />If you have any questionst please contact me at 588-5147. <br /> <br />Tarno Coleman, P.E. <br />Plan Check Engineer <br />Marion County Building <br /> <br />Inspection <br /> <br /> <br />