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• 0 <br /> OTTO ROSENAU & ASSOCIATES, INC. <br /> Geotechnical Engineering,Construction Inspection&Materials Testing <br /> REINFORCING STEEL INSPECTION REPORT <br /> Report Number:326279 <br /> Project: Riverfront Simpson Permit Number: C1606-006 <br /> Address: 41st 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: Japan and FH TWN <br /> Type of Bar: ®A-615 ❑A-706 ❑ N/A SDQ Steel: ❑Yes ❑No <br /> Inspector <br /> and Date Structural Elements/Location/Grid Lines <br /> Essaw Tesema Inspected reinforcing steel for type, size, grade, spacing, lap splice, quantity at the locations indicated <br /> 10/19/2016 below and holdowns (for plot 162 only). <br /> 1. For plot 162, walls only and holdowns inspected per plan#3020A, permit#E1609-047. <br /> 2. For plot 164, continuous footing with wall dowels inspected per plan#3020C, permit#C1609- <br /> 016. <br /> 3. For plot 165, continuous footing with wall dowels inspected per plan#30206, permit#C1609- <br /> 017. <br /> 4. For plot 119, continuous footing with wall dowels inspected per plans#2645C, permit <br /> #C1609-018. <br /> Per contractor's request, verified that ufer ground bars which are#4 bars(2 for each plot)are <br /> attached to the footing reinforcement for plot#119, 164, and 165. <br /> Conforms <br /> f <br /> Copies to: <br /> Owner X Contractor <br /> Architect Building Dept. Technical Responsibility: <br /> Engineer alto ansen,Project Manager P <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 /> i <br /> Page 1 of 1 k <br /> i <br /> ; <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 03/10) <br /> s <br />