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• • <br /> OTTO ROSENAU & ASSOCIATES, INC. <br /> Geotechnical Engineering,Construction Inspection&Materials Testing <br /> REINFORCING STEEL INSPECTION REPORT <br /> Report Number:326250 <br /> Project: Riverfront Simpson Permit Number: C1606-006 <br /> Address: 4165 Street towards Snohomish River, Everett Job Number. 16-0175 <br /> Client: Polygon Northwest Client Address: 11624 SE 5'h Street, Bellevue <br /> Description <br /> Grade: 60 Manufacturer: Nucor <br /> Type of Bar: ®A-615 ❑A-706 [1 N/A SDQ Steel: ❑Yes ® No <br /> Inspector. <br /> and Date Structural Elements 1 Location 1 Grid Lines <br /> Joey Moon Inspected reinforcing steel for size, grade, spacing, lap splice, and configuration at following locations, <br /> 8/25/2016 Home site 113 (C1607-017)and 114(C1607-019)for continuous footing note: each hone had 2-ufer <br /> electrical ground bars xinstalled. Home sites 105 (C1607-11) 106 (C1607-015)an 131 1607-002) <br /> 20' <br /> stem walls and interior footings. Reinforcing steel at above locations was found to be placed as per <br /> approved plans. <br /> Conforms <br /> Copies to: <br /> Owner X Contractor t <br /> Architect Building Dept. Technical Responsibility: <br /> Engineer er Ha6s6,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 <br /> Form No,:ADMIN-76-02(Rev 03/90) I <br />