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� <br /> 2.2 ACCESSORIES, continued <br /> D. Bearing Pads: Multi-monomer plastic strips shall be non-leaching and support <br /> construction loads with no visible overall expansion. <br /> E. Sill Seal: Compressible glass fiber strips. <br /> 2.3 FABRICATION <br /> ; A. Conform to AWS D1.4. and PCI MNL-116. <br /> B. Embed anchors, inserts, plates, angles, and other items at locations indicated. <br /> � C. Provide openings required by other sections, at locations indicated. <br /> � 2.4 COMPONENTS <br /> e.�' <br /> A. Nominal Thickness: as indicated on the Drawings ( 8 and 12 inches) <br /> B. Nominal Plank Width: 48 inches <br /> � <br /> 2.5 SOURCE QUALITY CONTROL AND TESTS <br /> A. Test samples in accordance with specified ASTM and ACI standards. <br /> �::� <br /> , <br /> PART 3 EXECUTION <br /> �.�J 3.1 EXAMINATION <br /> A. Verify that site conditions are ready to receive work and field measurements are as <br /> � indicated on shop drawings. <br /> •� � B. Verify supporting structure is ready to receive work. <br /> :, <br /> 3.2 PREPARATION <br /> ��� A. Prepare support devices for the erection procedure and temporary bracing. <br /> 3.3 ERECTION <br /> -� A. Erect members without damage to structural capacity, shape, or finish. Replace or <br /> repair damaged members. <br /> `� B. Align and maintain uniform horizontal and end joints, as erection progresses. <br /> � C. Maintain temporary bracing in place until final connection is made. Protect <br /> ining. <br /> D. Install bearing pads and sill seal at bearing ends of planks <br /> E. Adjust differential camber between precast members to tolerance before final <br /> attachment and grouting . <br /> F. Adjust differential elevation between precast members to tolerance before final <br /> attachment. <br /> Y.� H. G-rout plank joints, trowel smooth. <br /> :: G. Secure units in place. Perform welding in accordance with AWS D1.1. <br /> �>; <br /> � <br /> �-� Division 3 -Section 03415 <br /> �� <br /> Page 3 of 4 <br /> , � <br /> u.� <br />