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Plan Check 1722 <br /> Larry Callahan <br /> September 10, 1985 <br /> Page Three <br /> 11 . Additional Comrnents: <br /> a. At the car.tilever details 1 /5-4, 7 /S-5, 1 /S-6, 9/ 5-10, etc. , a large <br /> horizontal force is tranmitted by the sloping angle brace directly into <br /> the bottom chord of the Taftrus girder, which should be desig:ied for <br /> this force unless column web stiffen�rs are added. <br /> b. At Detail 6/S-9, 13/5-9, 5/5-10, etc. how is Yhe welding between <br /> plates inside the tube column accomplished? If welding from the top, <br /> the electrode angle is too steep. <br /> I am returning all data until the above comments have been satisfied. Please <br /> feel free to call if you have any questions. <br /> Very truly yours, <br /> ��/�� �j ; <br /> ��'-1.��� r �ir.G.?�/ <br /> Glenn C. Frank, P.E. <br /> Regional Engineer <br /> Ijh <br /> c/Gabbert, Browfleit, Peterson Architects <br /> John Griffin, Engineer <br />�� <br />