HomeMy WebLinkAbout4380 ZIEGLER RD - SPECIAL INSPECTIONS - 12/6/2012STRUCTURAL STEEL OBSERVATIONS REPORT
Report Number: 20121042.0030
Service Date: 12/05/12
Report Date: 12/06/12
Irerracon
1901 Sharp Point Drive, Suite C
Fort Collins, Colorado 80525
970-484-0359
Client Project
Heath Construction 13 / Z D I b $ Z Avago Technologies Solvent Building
Attn: Paul Leeper 4380 Ziegler Road _
PO Drawer H Fort Collins, CO 0 '
141 Racquette Dr Pi l J I
Fort Collins. CO 80522
Visited site to perform observation and testing of structural connections: Upon arrival, observed the following items:
Framing Level: High roof Area/Gridlines: Between grids AA to AD & 1.1.8 to 6..9 _..
Steel angle "kickers" between steel rafters to purlins and steel columns to
Fastener/Descript/Method: High strength bolts _5/8 — - __ __I Impac,
Detail/Page No./Plan Date: General notes Chief Buildings 7-31-1
Discrepancies: None observed
Notes / Exceptions: Reinspectionsee -item #3 on discrepancy list below
Framing Level: _...__ ........................._. Area/Gridlines:
Connection Type:
Fasten er/Descri pt/Method:
Detail/Page No./Plan Date:
Discrepancies:
Notes / Exceptions:
Framing Level: Area/Gridlines:
Item # Description Details
Connection Type:
Fastener/Descript/Method: I I
Detail/Page No./Plan Date:_ -
Discrepancies:
Notes / Exceptions:
Framing Level: Area/Gridlines:
Connection Type:
Fastener/Descri pt/Method:
Detail/Page No./Plan Date
Discrepancies:
Notes / Exceptions:
Items referenced above were field connections unless otherwise noted. Connections were visually observed to be in general
accordance with the referenced details of the project plans and specifications unless noted in the Discrepancies section.
Discrepancies, if any, are further detailed on the attached Discrepancy List.
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Summary of Structural Steel/ Related Discrepancies
Item
Reference
Location
Description
Required
Date
No.
Detail
Action
Resolved
see key)
3
Chief shop
Between grids
Observed contractor having not completed the
1
OK 12-5-12
drawings
AA to AD &
installation of steel angle "kickers" between steel
11.8 to 6.9
columns and wind girls and rafters to purlins
1) Contractor to complete or repair in accordance with approved details and coordinate with Terracon Consultants, Inc.
to confirm resolution.
2) Contractor to submit RFI or propose remedial action to the Engineer of Record for review and written response.
Additional Remarks:
Contractor observed having completed erection of structural steel for a medium sized pre -manufactured building and
j in general conformance with contract documents.
Observed By: AoeRdosevich Date: December 5, 2012
Certified Welding Inspector
CWI # 02040043
Services: Structural steel observation.
Terracon Rep.: Joseph Radosevich
Reported To: Gary Swoboda (Heath)
Contractor: Heath Construction
Report Distribution:
(1) Heath Construction, Website (1) Heath Construction, Website %Q,/,/A ,//1 y�N
(1) Temacon Consultants, Inc., Website Reviewed By: `'r'�% w, UKe
Eric D. Bernhardt, P.E.
Construction Materials Dept Mgr
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
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