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� r Y� <br />November 25, 1983 <br />EVERETT, WASHINGTON <br />Project dk7566.0 <br />Page two..... <br />�- 12) Detail 17/S3 shows intersection of roof truss with steel column; this is <br />also referenced on arehitectural section 1/A4. <br />'� 13) Column 7 reinforcement has been revised to read 9-i15. <br />The following is in reference to oiar phone conversation un Tuesday, <br />hovember 8, 1983: <br />� 14) All canopy columns are designed as steel tube with pra-cast concrete <br />covers; these are detailed on sheet A2. <br />� 15) Steel Beam W24x55 at grid B is detailed on section 1/A4. (This was <br />shown as a steel joist before and has now been changed.) <br />t( 16) Connection for B-5 is referenced to detail 30/S3• <br />i/1.7) The graphic representati�n for column footings at canopy columns have <br />been revised. <br />✓ 18) We have added transverse reinForcement to footing F-2; refer to schedule <br />on sheet S1. <br />x 19) In reference to detail 31/S3 bottom plate shown is actually the top <br />chord of roof truss. <br />�20) Retaining wall detail 15/S3 has been reviewed with precast supplier and <br />general contractor dnd they see no problem in providing dowels as <br />shown. Any reinforcing and necessary grouting can also be accomplished. <br />� 21) Weld note has been addcd to detail 19/S3• <br />✓ 22) Sizes and weld information have been added to detail 33/S3. <br />We hav� enclosed two complete sets of revised plans and specifications for <br />your uss. If you have any questions about any of the infoifination provided, <br />please let us imow. <br />Sincerely, <br />PLANMARK, Inc. <br />Michael L. Barthol, AIA <br />Manager, Architecture <br />MLB/(pa� <br />y <br />cc: Bill Blair - Haggens <br />Bill Mier - Dawson Construction <br />enelosures <br />