HomeMy WebLinkAboutStructural Steel (Field)Report(18-6545.StructuralSteel(Field).0001).prt_1.pdf Client: Dave Hilb
Ranch Creek Land and Development
GRD1IIN, 54
Vail CO 8Box 01658
ENGINEERING
1709 Geneva Drive
Report Date: Jun 6,2018 Work Order No.: 18-6545.StructuralSteel(Field).0001;ver: 1
Work Order Date: Jun 5,2018 Reviewed by: Austin Nicodemus
Structural Steel
General Contractor: Ranch Creek Land and Development. Performed by: Barry Bowland
Steel Erector/Fabricator: Ed Lorenzo Welding Structure Type: Miscellaneous
Placement Location: Dining room line B/6.
Summary Comments: As directed by Dave Hilb with Ranch Creek Land and Development.
Visual Special Inspections
Building-Steel, Connection Types: Beam to HSS
Connection Comments: Visual
Ground inspected a welded HSS to beam connection and found it to be non compliant due to undersized
welds.Structural note 6a states that fillet welds unless noted shall be 1/4"continuous.Section P2/S6.1 did not
have a weld size called out.A 3/16"fillet weld was present.This will be entered as a discrepancy. Discrepancy
#1 was added.
Visual Non-Compliance
Building-Steel,Non-Compliant Beam to HSS
Connection Types:
Description of Non-Compliance: Discrepancy#1-Structural note 6a states that fillet welds unless noted shall be 1/4"continuous.Section
P2/S6.1 did not have a weld size called out.A 3/16"fillet weld was present. Photograph attached.
Discrepancies
The following discrepancies were added as a result of services performed. It is the contractor's responsibility to resolve reported
discrepancies and schedule retesting. A list of open discrepancies can be provided upon request.
Number Description
Structural Steel(Field)1 Structural note 6a states that fillet welds unless noted shall be 1/4"
continuous.Section P2/S6.1 did not have a weld size called out. HSS to
beam connection at B/6 had a 3/16"fillet weld was present.
On-Site Notifications
Name Company
Dave Hilb Ranch Creek Land and Development
Photos
Discrepancy• 1. `
'
3116"fillet weld.1!4'
•
\
fillet weld specified. ' ti\
s
it•
r----_ ,
71,. . .. , ____ _
. ,
71111'sN
. .1-4,. st
y:
•r.'• •, big connection near sid a
1.",:@..61.1r.bserve the nuts on the top side an cou 6
oto ,ti:J.its'relded condition of the bolt to the bottom
1.- •s,i a-q.a due to no access.
•i .
Discrepancy#1.The bolted welded bolted connection was not shown on
any detail.
Results apply only to the specific items and locations referenced and at the time of testing, observations or special inspections. This report should not
be reproduced,except in full,without the written permission of GROUND Engineering Consultants, Inc.
www.groundeng.com
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