need plan on site, truss eng, nail shr

poured w/o insp.. Pool contractor does not agree w/3" cover when cast against the earth as more "shotcrete" is needed because of vector analysis of lds from above. I ?'d ld brng soils etc.

9:30 A.M. WED. still not done w/previous c/n

still trying to get cover requirements

still trying to get cover

what I ck'd at front edge was ok. Kim supposedly ck'd two edges and middle area but did not sign anything, as per contractor

met w/Ted reference inadequate tji's end support and stud walls not perpendicular as per std const criteria.

posted c/n as per Bob Archibald

l/c issued

meeting truss eng rep on site 07/25/96

arch to address roof lds to dbl gdr truss as per phone call. Builder was also notified.

issued l/c