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Mr. Kemieth k' <br />Page Five <br />Sep[ember 21, <br />Callahan <br />1.981 <br />c) At panels along grid 3i' and grid 1 reinforcing was placed at 1-7/8" rather <br />than 1-1/2" from surface of panel. Calculati.ons on sheet id29 show that the <br />panels as they exist are capable of carrying 93% oL :he design load. Calcula- <br />tions on sheet W30 show that in additon the existing pilasCers are capaUle <br />of carrying the entire wind load using a small portion of the wall panel <br />reinEorcing as tension stecl. 'fhc wel.ded horizontal Uars passing [hrough <br />the pilaster are capaUlc oP [ransferring [he required shear stresses Uetween <br />the panels and thc pilaster. No modiEi.cations are required at this condi.tion. <br />These analyses, explanaCions, and repair insCruc[inns should clarify which of <br />the items require remedial action and how [hese remedial aclions shall be �ccomplished. <br />If you have any further questions or comments, please cmitacC us. <br />Si.ncerely, <br />IiAI.LINGER SMITH fi CARSON <br />, <br />.�/�1�,,�02-� <br />� �� <br />Theodore B. Smith <br />TES:kjf <br />cc: Craig Gshleman, Neil Bshleman Ruilding Co. <br />Sa Hong <br />�� <br />-I <br />J <br />