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I <br /> I SECTION 3 <br /> I Solid Endwall Assembly <br /> I <br /> i <br /> Place endwall columns 1k/ , <br /> onto anchor bolts and ik�� � <br /> 11 loosely tighten bolts. i -4 <br /> ,,-.40„, F. <br /> i�% 0 <br /> Use temporary bracing � �► � <br /> to support these �k �I ��r , ��i <br /> I columns and keep the $ii* <br /> .�j Figure 3-30 \ r Figure 3-4 <br /> corner columns plumb <br /> during solid endwall I erection process. <br /> j ; i <br /> Column size and style `,I <br /> will vary according to ir Figure 3-1 or <br /> your building size �! Figure 3-2 <br /> (Figure 3-1, through 1 `mei <br /> Figure 3-4). Match any k'l i `�� <br /> I of the four figures <br /> below to the materials I ffli <br /> you have received. Po / <br /> The peak plate for the �� NOTE: Your building model may or may <br /> Icenter column is found Nnot have a center column. Refer to <br /> in the hardware box. page 11,(Figure 3-5)for the peak <br /> connection without a center column. <br /> I <br /> IColumn <br /> 4I ' Column Column <br /> !I �' Corner / ',column <br /> • Columnkli <br /> `' MI Peak <br /> `" Column Column 411 plate Column <br /> I Splash - - '�1�. -Splash / I� i' <br /> I / board board .ti. Splash <br /> ti 11 ( ..4.0,..:), <br /> board kill <br /> WI <br /> i .44.01 <br /> 1114 <br /> 4‘ <br /> '-°- <br /> I1111114 11+-1 I� <br /> I Splash board <br /> Figure 3-1 Figure 3-2 Figure 3.3 Figure 3-4 <br /> IIICOD-96 1 0 0 Miracle Steel Structures,Inc. 1996. <br />