SC-Coppell HS-LR 991208FUGRO SOUTH, INC. ~
2880 Virgo Lane; Dallas. Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
STRUCTURAL STEEL INSPECTION REPORT
CLIENT: Coppell lSD c/o DaI-Mac Construction Co. DATE: December 8, 1999
PROJECT: Coppell High School, High School Expansion PROJECT NO: 0791-2208
REPORT NO: 7 PAGE 1
Owner: Coppell lSD
Architect: SHW Group
Engineer: SHW Group
Contractor: DaI-Mac Construction Co.
Fabricator: Alpha Industries
Location of Project: Coppetl, Texas
Inspection Performed At: Job Site X Fabrication Shop
DESCRII~rlON OF INSPECTION: Structural Steel Inspection } Visual Inspection of Welds on (Str I Steel - Metal Deck Units) or
Ultrasonic Testing or Magnetic Particle Inspection of Welds and Inepecflon of Bolted Connections for compliance to Project
specifications, Contract Documents, Drawings, and Governing Codes } AWS, AISC, ASTM, ~JI, ASNT, ANSI.
See attached Field ReDorta for $oeciflc Items Insoectad or Tested and Tyge of Inspection or Tasting gerfonfted
Location of Inspection: See attached Field reports for Specific Areas Inspected or Tested.
Results of Inspection: Project Complete Project Incomplete
Fabrication Is:
Erection Is: X
In Compliance X
Non Compliance
Note: Workmanship type deviations noted during Inspection, which are being corrected at time of Inspection, are not being listed on Report.
NOTE: !nspection was performed to verify compliance to Project specifications. Contract Documents. Drawings, and Governing
Codes} AWS. AISC. ASTM, SJL. ASNT, ANSI
Inspected By: Doug Post, AWSlCertified Welding Inspector. ASNT/Certified Level 2 (UT. MT)
Distribution: DaI-Mac Construction - Damon Norman
City of Coppell- Larry Davis/
Coppetl lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
Doug Post
STR-i
FUGRO SOUTH, INC. ~
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
NON - COMPLIANCE REPORT
CLIENT: Coppell lSD c/o DaI-Mac Construction Co. DATE: December 8, 1999
PROJECT: Coppell High School, High School Expansion PROJECT NO: 0791-2208
REPORT NO: 7 PAGE 2
Number Description Location Deviate Corrective Action Taken
From
1 Mislocation of bolt holes Area A, 2nd level Drawings Beam connection, angles have
on beam to column been welded @ (3) places to
11/9/99 connection, bolts could AM @ 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 1 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)
STP-1
FUGRO SOUTH, INC. -
2880 V'm3o Lane; Daitas. Texas 7~229
PI~ (972) 484-8301: Fax (972~ 620-7328
FIELD ERECTION - MEMBERS INSPECTED or TESTED
CLIENT:pROJECT: (',-~?[-'l\ ~,~ ~ ~.~[ PROJECT
REPORT NO: ~ PAGE~ OF
Type ef In~p~n L~flon In Non
Compliance Compliance
Ch~ s~ze anQ Prolcon of ~ Bolt
Cn~ E~on
Ch~ for Oama~ Membem
Check Welde~ ~alifl~fion Re~s
Che~ Fit-UO of Weld~ ~nne~ns
Visual Quali~ of Welds on S~ml Stol
Visual Quali~i of Wel~s on Misc
ViSual Qualiri 3f Wei~s on Roof De~ A{ - ~ ~ A~ ~
· Jis~al Qualiez- 3f We!~s on Shear
Che~ Size cf Welds on Smac~l Steel
Ch~ ~e of Wel~s on J~s~ /
Che~ Size of Wel~ on Misc
C~eck Siza cf Wel~s on Pm ~st ~nnecaon
Chec~ Size of Wet~s on Composite / ~ t
Check Size of Wel~s on Shear Studs
gltrasonic Testing of Welds
~laG 3acJc=e Tes~ng of Welds
~ecc~ ~ard .,mt:eh at ~ime of inspection ~y Field Ins~ec[cr ~ in b~x = In com~iiarcs
Ra=c~ ~,i! =e su~m~ttec as ~s ard not ~oeC X ,n bcx= Ncn comoEa~ce. ~. See Non :~m~a~ce
FUGRO SOUTH, INC.
2880 Virgo Lane; Oallas, Texas 752.29
Ph (972) 4~4-8301; Fax (972) 620-7328
FIELD ERECTION - MEMBERS INSPECTED or TESTED
REPORT NO: '- ~" '7' PAGE ~ OF
· ' Type of Inspection I Location In Non
I
Compliance Comloliance
I
C~ecx Bot .Tightening i:koce~ure
Ch~ Conne~ ~r R~ui~ No. ~ ~
Che~ Bolt ~gh~e~ ~ T~ue Wmn~
Visual Inspe~on of Tension ~n~l BoI~
Bea~g Bol~ Conn~fi~s / Snug T~t
C~ ~o~:~ C~n~on / Turn of Nut
Ch~ Ga~ ~ ~aded In~r W~
Che~ Gau~e cf ~mp~
~h~ Gauge of R~f O~
Ch~ Size ~g C~n~ ~ Com~i~ Oe~ I :
C~e~ Size ~a on Roof Oe~
Che~ Insmllaaon of Bridging on J~ 1
Che~ Ins~llaaon of ~aan~on ~ ~ I
t i
Che~ Grout
i
Repcr: ha~d ',vritte~ at :ime of insi3ectJon by Fieicl Inspector ~/' :n 0ox = In compliance
~e.-,o?. will ~e su=rr:,.~tted as is and not ~13ed X ~n ~cx = Non com~liaPce :, See Non c.'~r":!'a~ce
Ir. spec:ed By: Do~; Pos:, AWS;Cer:if, e~ ',/re, din.; !nspec:;; ASNT Codified Love~ 2 :,..T. M-'