Special inspection field report.pdfOTTO ROSENAU & ASSOCIATES, INC.
Geotechnical Engineering, Construction Inspection & Materials Testing
Report Number: 383842
Project: 519 Main Street Project
Address: 519 Main St, Edmonds
Client: The Four R's. LLC
CONSTRUCTION INSPECTION REPORT
Permit Number: BLD2018-0727
Job Number: 18-0903
Client Address 533 5th Ave S Fdmnnds
Inspections Performed
Steel Decking
Other (specify):
Structural Steel Fabrication
X
Structural Steel Erection
Inspector
and Date Remarks
Essaw Tesema Otto representative on site to perform periodic visual inspection of pre -welded joints for: -
10/24/2018 1. Beams to columns connection per call out on S4.0 and SSK-01 See pic below
2. Canopy (awning) # 1, 2, 7 & 8 flitch plate weld connection to W-beams per call out on S4.0
and SSK-02. All inspected welds conform to approve plans, AWS D1.1, AISC
Also inspected and verified 8pcs, 3/" diameter, 5 %" long, pre -installed Simpson strong bolt -2
expansion anchors, embedded approximately 4" deep to an existing concrete wall to attach plates for
W-beam. See pic below. Installation verified using ORA calibrated torque # 6066 at 150 ft.lb per ICC-
ESR 3037 recommendation. Inspected per SSK-01, general note and engineer's acceptance of 4"
embedment.
Conforms
Descriptive photos
Copies to:
Client X Engineer Others
Owner X Contractor Technical Responsibility:
X Architect X Building Dept. Walter C Hansen, Project Manager
This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report,
except in full, without written permission from our firm is strictly prohibited.
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6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221
Form No.: ADMIN-63-05 (Rev 10/10)