SC-Coppell HS-LR 991203FUGRO SOUTH, INC. ~
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
NON - COMPLIANCE REPORT
CLIENT: Coppell lSD c/o Dal - Mac DATE: December 3, 1999
PROJECT: Coppell High School PROJECT NO: 0791-2208
REPORT NO: 6 PAGE 2
Number Description Location Deviate Corrective Action Taken
From
I Mislocation of bolt holes Area A, 2nd level Drawings Beam connection, angles have
on beam to column been welded @ (3) places to
1 1/9/99 connection, bolts could AM (t~ A5, A6 column flange. (No RFI)
not be installed
2 Mislocation of anchor Area H G 10 @ Drawings Corrections have been made per
bolts on column base GH, attachment C RFI III, except bolt spacing was
11/18/99 plate on RFI III moved I 1/2 wider due to rebar in
C.I.P floor. Depth of holes are in
compliance. New RFI has been
submitted by DaI-Mac showing a
~ change in bolt pattern width.
NOTE: Architect and Engineer should advise on acceptability of all noted deviations
Inspected By: Doug Post, AWS/Certified Welding Inspector, ASNT/Certified Level :2 (UT. MT)
$ TR - ~