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<br /> t <br /> <br /> <br /> <br /> <br /> c <br /> <br /> <br /> <br /> SECTION 2 <br /> <br /> CONCRETE, <br /> <br /> <br /> 3. F1.00R: 6°' thick concrete floor reinforced with 691x6" <br /> <br /> 10/10' wiremesh. Floor to receive a machine trowel finish. <br /> <br /> <br /> 4. cu,.gB: 6"x6" concrete curb' on 'side walls and 61'x12" concrete <br /> <br /> curb on endwalls. (as per Superior Industries.,Inc.) <br /> <br /> <br /> 5. GUARD POST: 4: guard post filled with concrete. (location <br /> <br /> of guard post to be on drawings.) <br /> <br /> <br /> SECTION 3 <br /> <br /> STRUCTURE STEEL <br /> <br /> <br /> 1. STRUCTURAL STEEL: to consist of pipe columns, bar ;foist. <br /> r <br /> 1Y'x20 gauge oof decking angles, and mid girt (as per plans <br /> prepared by Superior Indu,strleB, Inc.) <br /> <br /> <br /> <br /> 2» Structure siteel and demolition provided to install n 12' wide <br /> by 10' high opening only in exiEatiâ–ºg building. <br />