SC-CFBISD Riverchase-LR000215FUGRO SOUTH, INC.
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CLIENT:
PROJECT:
REPORT NO:
Owner:
Architect:
Engineer:
Contractor:
Fabricator:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
STRUCTURAL STEEL INSPECTION REPORT
Carrollton - Farmers Branch lSD c/o DaI-Mac Construction
Riverchase Elementary School, Coppell, Texas
13
Carrollton - Farmers Branch
SHW Group, Inc.
SHW Group, Inc.
DaI-Mac Construction
DATE: February 15, 2000
PROJECT NO: 0791-2184
PAGE 1
Location of Project: Coppell, Texas
Inspection Performed At: Job Site X Fabrication Shop
DESCRIPTION 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 Inspection of Bolted Connections for compliance to Project
specifications, Contract Documents, Drawings, and Governing Codes } AWS, AISC, ASTM, SJI, ASNT, ANSI.
See attached Field ReDorts for S~eciflc Items Insnected or Tested and Tvoe of Inspection or Tesflna ~erformed
Location of Inspection: See attached Field reports for Specific Areas Inspected or Tested.
Results of Inspection: Project Complete Projec{ 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: Inspection was performed to vedfy compliance to Project specifications, Contract Documents, Drawings, and Governing
Codes} AWS, AISC, ASTM, SJL, ASNT, ANSI
Inspected By: Doug Post, AWS/Certified Welding Inspector, ASNT/Certified Level 2 (UT, MT)
Distribution:
DaI-Mac Construction - Jason Lillard
Dal-Mac Construction - Nate Pe/yne
City of Coppell - Larry Davis
City of Coppell - Lee Stone
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
Carrollton - Farmers Branch lSD - Tom Bell
Doug Post
STR-1
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
REPORT NO:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620.7328
NON - COMPLIANCE REPORT
Carrollton - Farmers Branch lSD cJo DaI-Mac Construction
Riverchase Elementary School, Coppell, Texas
13
DATE: February 15, 2000
PROJECT NO: 0791-2184
PAGE 2
Number Description Location Deviate From Corrective Action Taken
1 Item deleted. In compliance
2 Item deleted. In compliance
3 Anchor bolts too short in Foundation Drawings Corrections have been made per
length to receive a full nut Area C grid RFI 80. In compliance
1t4/00 G@14, J@15
NOTE: Architect and Engineer should advise on acceptability of all noted deviations
Inspected By: Doug Post, AWS/Certtfled Welding Inspector, ASNT/Certified Level 2 (UT, MT)
STR-1
FUGRO SOUTH, INC.
RI]
~ Virgo Lane: Oalla~. Texas
(972) 484-8301; Fax (972) 69.0-7328
FIELD ERECTION - MEMBERS INSPECTED or TESTED
CLIENT: DATE: ~- -I,.~- ~
PROJECT: ~ PROJECT NO~
REPORT NO: PAGE., F
Type of inepectten Location
C~.eck Bolt Tightening ProceOum
C.~.ck Connecaon fo. R.uimcl Size of Bo,ts
C~eck Conne~on for R.uired NO. of Be'ts
Check Bolt T'~ghmess wi. Torque Wrench
Visual Inspection of Tension Control Bolts
Bearing Bolted Connections I Snug Tight
Check ao~<~ Con.ec~on / Tur~ of Nut
C,-=~ Si=e, L.g.~...d No. of S,e.r
c:eck Size La. ConnK. on on com~osi~ Deck J
C:e~ Siz:e La; on P, oaf Deck
C.~eck Installation of 8ridging on Joists I Girclers
C.~,ck InsCallalion of Exgansion Anct~ors
Rer. ort hand written at time of insi~ec~on ~y Fielct lns~ec=or
Re~o~ will 13e sut~mitted as is and ~ot fy;ed
V' in ~ox = in compliance
X in I=ox = Non compliance } See Non com;liance report
Inspected By: Doug PosL AWSICer~fied WetCin§ Ins;ec:or. ASNT/Cer'.ifieC Level 2 (UT, MT)