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OTTO ROSENAU & ASSOCIATES, INC. <br /> Geotechnical Engineering,Construction Inspection&Materials Testing <br /> REINFORCING STEEL INSPECTION REPORT <br /> Report Number:301739 <br /> Project: Riverfront Simpson Permit Number: See below <br /> Address: 419`Street towards Snohomish River, Everett Job Number: 16-0175 <br /> Client: Polygon Northwest Client Address: 11624 SE 5`"Street, Bellevue <br /> Description . - <br /> Grade: 60 Manufacturer: Nucor <br /> Type of Bar: ®A-615 ❑A-706 ❑ N/A SDQ Steel: 0 Yes ® No <br /> Inspector <br /> and Date Structural Elements/Location I Grid Lines - <br /> Joey Moon Inspected reinforcing steel for size, grade, spacing, laps, splices, and configuration at the continuous <br /> 7/21/2017 perimeter footing and also verified that(2)#4x20' ufer electrical bars were installed. The above items <br /> were found to be per approved plans for the following home sites:#257(permit#: C1702-023)and <br /> #258(permit#: C1705-022). <br /> Inspected reinforcing steel and holdowns for stem wall and interior footing at home sites#269 (permit#: <br /> C1705-019)and 270(permit#:C1705-012). Reinforcing steel and holdowns at the above locations <br /> were found to be as per approved plans. <br /> Conforms <br /> Copies to: 7 <br /> Owner X Contractor i <br /> Architect Building Dept. Technical Responsibility: <br /> Engineer Walt r ansen,Project Manager <br /> This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau&Associates,Inc. Reproduction of this report, <br /> except in full,without written permission from our firm is strictly prohibited. <br /> •Page 1 of 1 <br /> 6747 M.L.King Way S.,Seattle,Washington 98118—Phone(206)725-4600 or 1-888-OTTO-4-US—Fax(206)723-2221 7' <br /> Form No.:ADMIN-76-02(Rev 03/10) <br /> i / <br />