Laserfiche WebLink
_ _ _ �- ._• . _ <br />� <br />� <br /> I <br />� . <br /> Page 2 <br /> February 11 , 1975 <br /> 8. In siesmic zone No. 3 piling must be ti�d together in <br /> complete compliance with chapter 23. Please furnish <br /> complete design drawings and calculations indicating <br /> method of ontaining this. <br /> 9. Please furnish a plan showing location of piling . <br /> 10 . The drawings state that foundation� do not provide for <br /> the horizontal load froM the metal building rigid <br /> frames. Drawinq= shall sliow how i:his load is resisted, <br /> especially the center colurin on the left of the plar. <br /> ;ahich has a basement pier below it. Also, the pier <br /> reinforcing does not aooear to be sufficient for the ; <br /> applied moment. <br /> 11 . The drawings show reinforcement splices in areas of <br /> tension. The building code requires class D splices <br /> enclosed in a spiral. The splices d� noc meet the <br /> Building Code, Section 2607 (g) 1. <br /> li. Please submit complete strnctural calculations �ac? <br /> complete plans for the complete project. <br /> Please be advised no further construction of this project shall <br /> take place until such time as the above questions have been <br /> clarifi�d and a �uildinq Permit is issued for tl.r-_ site. <br /> Yours truly <br /> � d'� <br /> Jamie G. Johnson <br /> Inspec�ion Supervisor <br /> JGS: eb <br /> � <br /> - --- �.���r�i - - - <br />