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PART 3 BXECUTION <br /> 3.1 EXAMINATION <br /> A. Coordination and Meetings: Verification of existing conditions prior to beginning <br /> work. <br /> 3.2 ERECTION <br /> A. Allow for erection loads, and for sufficient temporary bracing to maintain structure <br /> safe, plumb, and in true alignment until completion of erection and installation of <br /> permanent bracing. <br /> B. Field weld components indicated on Drawings. <br /> h C. Field connect members with threaded fasteners; torque to required resistance. <br /> D. Do not field cut or alter structural members without approval of <br />�� Architect/Engineer. <br /> E. After erection, prime welds, abrasions, and surfaces not shop primed, except <br /> surfaces to be in contact with concrete. <br /> ��: <br /> F. Grout under base plates . Trowel grouted surface smooth, splay neatly to 45 <br /> degrees. <br /> 3.3 ERECTION TOLERANCES <br /> ��� 1 mb: 1/4 inch er sto , non-cumulative. <br /> A. Maximum Variation From P u p rY <br />� B. Maximum Offset From True Alignment: 1/4 inch . <br /> :�.� <br /> END OF SECTION <br />� <br />� <br />�� <br />�� Division 5-Section 05120 <br /> Page 3 of 3 <br />�': <br />