Gulf Bearing-LR 951009TECHNOLOGIES INC
,vlaxim 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.: 25616
DATE OF SERVICE: 9/28/95
AUTHORIZATION: Joe ~Thite
REPORT DATE: 10/09/95
SERVICES: Perform structural steel inspection as detailed below.
REPORT OF TESTS
Drawings Utilized:
Locations/Items Inspected:
Discrepancies/Comments:
1.
Structural Steel
Roof level framing,
following items.
reinspection of the
Column anchor bolts previously noted discrepancies reported on 9-27-95.
The following items were repaired and are now determined to be
compliant.
ae
B.
C.
D.
E.
F.
At column B-2
At column B-5
At column B-6
At column D-3
At column D-5
At column G-2
Metal decking installation between column lines A to H and 7 to 8.8,
reinspection of previously noted discrepancies throughout this area are
now determined to be compliant.
Time: 12:00 pm to 3:00 pm
* Discrepancies
Technician: Randy Walcker~,~%.~
NDE-Level II
Report Distribution: MAXIM TECH.,SOUTHW~.~ERN LABS
(1) Gulf Bearing, Inc.
(1) Gromatzky, Oupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers o'grien F. King Cook, P.E.
(1) City of Coppe[[
(1) City of Coppe[[
1099 JS
Our attars and reports are for the exclusive use of the c ant to whom they are addressed and shall not be reproduced except in
full without the approval of the testing laboratory. The use of pu,r. na~e m.us,t receive_gut w~ritten app..royal..pu.r lettefs,.and regals_
apply only to the sample tested and/or inspected, and are not m(mcat~ve or me quantmes or apparen[~y ~oennca~ or s~m,ar prouuc[=.
TECHNOLOGIES INC
,~axim Tech.. Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
CLIENT:
PROJECT:
SERVICES:
REPORT OF
STRUCTURAL STEEL INSPECTION
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051 CUENT NO.: 3200037
REPORT NO.: 25621
Gulf Bearing DATE OF SERVICE: 9/30/95
Coppell, Texas AUTHORIZA~ON: Joe White
REPORT DATE: 10/11/95
Perform structural steel inspection as detailed below.
REPORT OF INSPECTION
Drawings Utilized:
Locations/Items Inspected:
Discrepancies/Comments:
Structural Steel
See below.
Roof level metal decking installation and screw attachment to support, also
at side laps between column lines A to D and 8.8 to 10.6. Workmanship was
visually determined to be complaint.
Time: 6:30 am to 10:30 am
Technician: Randy Walcker~
NDE-Level II ~'~'
Report Distribution: MAXIM TECH.~ST, ERN
(1) Gulf searing, [nc.
(1) Gromatzky, Dupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers 0'Srien F. King Cook, P.E.
(1) City of CoppetL
~0~19)jsCity of Copper[
Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be.[epr.oduced except In
fu I without the approva. I of the.testip, g la. boratpry: The use o.f pu~r, na.m...e m.us.[_re_c.~l_v~e~?_r _wt. ~_e_n_.a_p_~p,r..o :v~.l_.~,_u~.[ I..e. tt.e,r_s~.nd...r~e.p,o,~s~
apply only to the sample testea anD/or inspecTeD, an(] are no! no catlve
LABS
TECHNOLOGIES INC
Nlaxim 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.: 25615
DATE OF SERVICE: 9/27/95
AUTHORIZATION: Joe ~ite
REPCRT DATE: 10/09/95
SERVICES: Perform structural steel inspection as detailed below.
REPORT OF TESTS
Drawings Utilized:
Locations/Items Inspected:
Discrepancies/Comments:
Structural Steel
Roof level framing. The following items were inspected at this
time.
* Reinspection of anchor bolt between column lines A to H and 1 to 7.
The following columns were found to have loose nut or missing flat washers.
A. At column B-2
B. At column B-5
C. At column B-6
D. At column D-3
E. At column D-5
F. At column G-2
4 loose nuts
2 loose nuts
3 loose nuts
4 loose nuts
4 loose nuts
4 loose nuts and no flat washers
3.
4.
5.
Joist seat and girder seat welds between column lines A to H and 7 to 9, visually
determined to be compliant.
Joist bridging between column lines A to H and 7 to 9, visually determined to be
compliant.
bolted connections at column cap plate to joist girder between column lines A to H and
7 to 9, bolts installed and determined to be compliant.
* Metal decking installation and screw attachment to joist supports and side laps.
Between column lines A to H and 7 to 7.9, 13 locations were found to be non-compliant.
Spots were marked with red paint.
Time: 1:00 pm to 5:00 pm
* Discrepancies
Technician: Randy Walcker
NDE-Level II \~
Report Distribution: (1) GuLf Bearing, Inc.
(1) Gromatzky, Dupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers O'Brien
(1) City of CoppekL
(1) City of CoppekL
1099 JS
Our letters and reports are for the exclusive use of tt~e client to whom they are addressed and shall not be reproduced except in
full w~thout the aol3rova of the tasting la~oratory, l'be use of pu~nar~e rn.us~ recmve...pur wt. rtten
apply only to the sampte tested and/or inspecte~l, and are not incl~catlve ol the quan~l[le$ PT apparenuy Ioentlca~ or 51rn~ar pro , .
MAXIM TECH.,S~~. No LABS
F. King Cook, P.E.