HomeMy WebLinkAboutHIGH STRENGTH BOLTING REPORT - 23-00865 - 4821 Thunderbird Loop - Heaven's Best - RemodelInspection Details
Date Contractor Inspector Weather Permit Number
04/01/2024 Teton West Steel Kirby, Shane Cloudy Not Provided
Project Specifications:
Snug Tight only
Full Tension/Slip Critical
Full Tension/Slip Critical:
TurnoftheNut method
Calibrated Wrench method
Direct Tension Indicators LoadIndicating Washers
Direct Tension Indicators TwistOffBolts (”Lejune” bolts)
Bolt Type:
ASTM A325
ASTM A490 Other
Bolt Type Other:
Bolt size
Diameter Length
Varies Varies
Washer Specifications:
Hardened washers
Plate washers
None required
General Conditions
Faying surfaces flush and in full contact
Faying surfaces free from paint, oil, etc.
Visually monitored turnofthenut method
Verified Installation equipment and bolts using Skidmore
Wilhelm tension measuring device
Visually Inspected twistoff bolts
Washers at slotted holes under turned element
Verified a minimum of 2 bolts per connection or 10% of all
bolts
Reference Drawing Sheet and Detail, and Approved RFI:VP Building drawings #1, #20 and #24
Location(s):Roof framing. Grid lines as to E and 1 to 8
Notes:Results of today’s bolting inspection were reported to Me. Brad Anderson with Teton Wst Steel
Work inspected was:
in compliance in compliance, except as noted in comments section reinspection/retesting required
Note: The recording of false, fictitious, or fraudulent statements or entries on this document may be punishable as a felony under
Federal Statute.
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High Strength Bolting Report 00Report #:
Final
04/01/2024Report Date:
Atlas Technical Consultants, LLC Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 5298242
Client:
Teton West of Idaho, LLC
PO Box 176
Rigby, ID 83442
Project:
E240543n
Venture Builders, 3205 W 5000 S, Rexburg, ID,
NDE
3205 W 5000 S
Rexburg, ID 83440
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the
Services. Unless noted otherwise, test results comply with the acceptance criteria in the most recent client
approved project plans and specifications. We use the simple acceptance/rejection decision rule; accordingly,
measurement uncertainty is not applied in this determination unless required by project plans and specifications
or specified by contract. This report shall not be reproduced, except in full, without prior written approval from Atlas.
The recording of false, fictitious or fraudulent statements or entries on this document may be punishable as a
felony under Federal Statute.
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High Strength Bolting Report 00Report #:
Final
04/01/2024Report Date:
Atlas Technical Consultants, LLC Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 5298242
Client:
Teton West of Idaho, LLC
PO Box 176
Rigby, ID 83442
Project:
E240543n
Venture Builders, 3205 W 5000 S, Rexburg, ID,
NDE
3205 W 5000 S
Rexburg, ID 83440
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the
Services. Unless noted otherwise, test results comply with the acceptance criteria in the most recent client
approved project plans and specifications. We use the simple acceptance/rejection decision rule; accordingly,
measurement uncertainty is not applied in this determination unless required by project plans and specifications
or specified by contract. This report shall not be reproduced, except in full, without prior written approval from Atlas.
The recording of false, fictitious or fraudulent statements or entries on this document may be punishable as a
felony under Federal Statute.
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Reviewed and Approved by: Herb Elliott
04/01/2024