121 BP Phase 1-LR 991223 CONTRA CT INSPECTION SER VICE, Inc.
4305 Glenwood Ct. Granbury. 'I'X 76049 (817) 246-8096 FAX (817) 246-5889
REPORT OF
S TR UCTUIL4L ERECTION REINSPECTION
Project: 121 Business Park Report No: 16039-9
Coppell, Texas Attention: Keith Atkins
Client: Reed Engineering Group Date of Service: 12-23-99
2424 Stutz, Suite 400
Dallas, TX 75235 Page I of 1
REPOR lc OF INSPECI'ION
Drawings utilized: Contract Documents.."AWS D I. 1-98/AISC/SJl
Locations/item inspected: As noted.
Discrepancies/comments:
Metal roof deck inspection, Building 4
1.) Metal roof deck was tbund to comply for:
a.) Weld pattern
b.) Puddle weld size
c.) Side lap screw installation
Structural erection inspection, Building 5
1.) Anchor bolts were found to comply for:
a.) Snug tight tensioning
b.) Nut engagement
*2.) Deck support perimeter angle not complete.
*3.) Bridging installed but not tied into tilt panel.
4.) Spandrel panel to column connections, weld size and profile found to comply.
5.) Joist to panel connections found to comply tbr weld size and profile.
6.) Joist to joist girder connections found to comply for weld size and profile.
7.) Joist girder to tilt panel connections found to comply for weld size and profile.
8.) Joist girder to column connections, welds and bearing found to comply.
Technician ~ontract Inspection Service
This report is for the exclusi', e use nf our client and shall not be modified or reproduced ~ithont ~ ritten approval from said client