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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 5th Street,Bellevue <br /> -_ Description -- — <br /> Grade: 60 Manufacturer: Nucor <br /> Type of Bar: ®A-615 ❑A-706 ❑N/A SDQ Steel: ❑Yes ® No <br /> Inspector <br /> and Date Structural Elements 1 Location!Grid Lines <br /> Joey Moon Inspected reinforcing steel for s' e, spacing, lap splice, and configuration at following locations. <br /> 8/25/2016 Home site 113 (C1607-017)a d 114(C 607-019)for continuous footing note: each home site had 2-ufer <br /> electrical ground bars x20' insta . me sites 105 (01607-11) 106 (C1607-015)and 131,(C1607-002) <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: , r <br /> Owner X Contractor <br /> Architect Building Dept. Technical Responsibility: <br /> Engineer ��! er H- s',Project Manager <br /> This report applies only to the hems 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 1-888-0170-4-US-Fax(206)723-2221 <br /> Form No.:ADMIN-76-02(Rev 03/10) <br /> (297 <br />