Gulf Bearing-LR 951016TECHNOLOGIES INC
Maxim Tech.. Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
REPORT OF
STRUCTURAL STEEL INSPECTION
CLIENT: Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051
PROJECT: Gulf Bearing
Coppell, Texas
CLIENT NO.: 3200037
REPORT NO.: 25632A
DATE OFSERVICE:10/04/95
AUTHORIZA~ON: Joe [~tite
REPORT DATE: 10/16/95
SERVICES: Perform structural steel inspection as detailed below.
REPORT OF TESTS
Drawings Utilized:
Locations/Items Inspected=
Discrepancies/Comments:
Inspected as follows:
1.
Structural Steel
Roof Level Framing
Roof level metal decking screw attachments to joist supports and also at
side laps were visually determined to be complaint between column lines
& to H and 10.6 to 12. This completes the metal decking inspection.
Joist seat welds between column lines A to H and 9 to 12 were determined
to be complaint.
Joist bridging determined to be compliant between column lines ~ to H
and 9 to 11.9.
Bolted connections at col~m- cap plate to joist girder between column
lines A to H and 7 to 12 were determined to be compliant.
Report Of Tests Continued On Page 2
1099 JS
Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except In
apply only to the sample teszeo ano/or nspecteo, ana are no~ inOlC~lLiVe o/ Ul~ qt~culuu~a ~/ apl~m/~l,~y I~ ·
Gulf Bearing, Inc.
CLIENT NO. 3200037
DAT~ OF SERVICE: 10/04/95
REPORT NO. 25632A
PAGE 2
REPORT OF TESTS (contin~)
Column anchor bolts between col~m~ lines B to G and 8 to 11 were
determined to be compliant.
6. * The following structural items have not been completed at this time.
Joist bridging attachment to end walls along line i ad 12 have not
been installed.
Midspan angle knee braces have not been installed.
Joist seat support angles to side walls along line &-i to &-12 and
H-1 to H-12 have not been welded at the under side angle leg to
wall embed plates.
Joist and joist girder bottom chord extensions have not been weld
to stabilizer plates.
* Discrepancies
Time: 1:30 pm to 6:00 pm
Technician: Randy Walcker ~
NDE-Level II tC'b~
Report Distribution: MAXIM TECH.eSOUTHWESTERN LABS
(1) Gulf Bearing, Inc.
(1) Gromatzky, Dupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers O'Brien F. King Cook., P.E.
(1) City of Coppe[[
lO~lg)dsCity of Coppe[[
Our letters and reoorts are for the exclusive use ofthe cllen!
~ull ~out the approval of the testing laboratory, ine use ol' .ou.r. na~e m.us_~ recelve~..gur _~r~ ~en ap~,r.o.¥~l.~u~,r Ioerttse[mSil~a_rr~c~uOc~t~
apply only to the sample tested and/or inspecte~l, and are not ~na~cat~ve o1' ~ne quarnmes o~ apparenuy ~aermca~ or ~ p .