Park West CC(4)-LR 940505 (2) CONTRACT INSPECTION SERVICE
75 GLENWOOD CT. PRE GRANBURY, TX 76049 (817) 326-4384
REPORT OF
STRUCTURAL STEEL ERECT[ON INSPECTION
Project: M J Designs Corporate Headquarters Report No: 3040-4
Coppell, Texas Attention:
Client: Terracon Date of Service: 05-05-94
12801 Stemmons Freeway, Suite 907 Page 1 of 1
Dallas, TX 75234
REPORT OF INSPECTION
Drawings utilized: Contract Documents / AWS D1.1-94 / AISC
Locations/item inspected: Mezzanine level column line C to J.5 grid line I to
4. Roof level framing at column line A to J, 1 to 3.
Discrepancies/Comments: MEZZANINE LEVEL
Item 1 - Joist to beam welded connections - We]ds comply
except at areas where joist have not been placed.
Item 2 - Beam to tilt pane] welded connections - Erector needs
to review these connections. We]ds need to be slaged and
cleaned. Also the lengths are ]ess than those specified
on sheet S402 detail 17.
Item 3 - Bolts - A325 3/4 inch high strength tension control
bolts were used. Visual inspection per AISC showed bolts
properly tensioned except where the erector has not tensioned.
ROOF LEVEL
Item 1 - Joist girder to panel pocket - Welds comply.
Item 2 - Joist to panel pocket - Welds comply.
Item 3 - Joist to joist girder - Welds comply.
Item 4 - Joist girder to column cap bolted connections - Welded
in lieu of bolts. David Wheeler, CAW[ #94010524
This reD0rt is for the exclusive use of our client and shah no[ be ,0dified or re~r0duced ~ithout ,r~t[en apDr0va! fr0a said clien[