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� <br />� <br />r Plan Check No. 1131 <br />Y,en Callahan, Building Official <br />October 1, 1981 <br />Page Three <br />It would appear that for at least the end o-ialls, the shear is critical. <br />Bolt values are usually used to justify this - Section 2614(e), last <br />sentence, secund paragraph - but they have hooks at their ends. <br />The engineer should rejustify the solution to this problem. <br />6. Section 14.2.1 of the 1977 edition of the ACI code requires pilasters <br />supporting the nlued-lar�inated beams to be designed as columns (i.e., 4 bars <br />minimum, variable spaced ties, 4 dowels into the footing, etc.). The <br />design for moment only used for justification for detail SY.-3 should be <br />inodified to comply �vith this. <br />7. It is my understandin9 that the soil may not have been compacted under <br />the pour strips. These strips are used to resist the lateral force from <br />the v+all panels as discussed above. If the soil settles under them, then <br />this resistance is greatly reduced. Compaction reports should be submitted <br />to prove Che compaction. <br />An invoice for 8 hours of professional time taill be forwarded to you under <br />separate cover. <br />I am returning the office copy of the approved plans to you and �aill retain <br />the other plans and data in antici,r,ation of further a+ork on this project. <br />Please have the engineer indicat� on a separate sheet on �•iiiat sheet or <br />detail the co n•ection may be iound. <br />Please feel free to contact me if there are any quesCions. <br />Very truly yours, <br />��,zn�,J" d�t��It� <br />�: " _ <br />Jerry J. Darbera, P.E. <br />Regional En9ineer <br />JJf3:J9 <br />����o ��� <br />�� �� 2 - 198/ '�J <br />��T Y OF <br />�nsp�cfion p p � <br />( <br />� <br />J <br />