Field report 2.pdfOTTO ROSENAU & ASSOCIATES, INC. CITY COPY
Geotechnical Enaineerina. Construction Inspection & Materials Testing
CONSTRUCTION INSPECTION REPORT RESUB
Report Number: 394857 MAY 3 1 2019
Project: Margo Da Residence Permit Number: In progress BUILDING DEPARTMENT
1 9 Y CITY OF EDPAONDfi
Address: 219 Skyline Drive, Edmonds Job Number: 18-0269
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Inspections Performed 777771
Steel Decking
Other (specify): Simpson epoxy anchor torque verification
Structural Steel Fabrication
Structural Steel Erection
Inspector
and Date Remarks
John Fraser On site at contractor's request for torque verification of epoxy installed anchors.
Ethan Dunaway
4/26/2019 (8) 7/8" x 21" nickel -plated anchors were installed in the patio slab for the North and South side - strut
columns (4 each) supporting the West frame.
Per ORA report #365531, Simpson SET-3G was used for this application.
Contractor torque verified at 125 Ibs/ft on ORA torque wrench number 6060.
This scope of work is in conformance per Manufacturer's Printed installation Instructions.
Reference: ICC ESR# 4057 for minimum torque values.
Conforms
Copies to:
X Client X Engineer Others
Owner Contractor Technical Responsibility:
Architect X Building Dept. Isaac Ruoff, 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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