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OTTO ROSENAU & ASSOCIATES, INC. ^1 t fe� <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: 4191 Street towards Snohomish River,Everett Job Number: 16-0175 <br /> Client: Polygon Northwest Client Address: 11624 SE 5°i 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 I Grid Lines <br /> Essaw Tesema Inspected reinforcing steel for type, size, grade, spacing, lao 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#30200, permit#C1609- <br /> 016. <br /> 3. For plot 165, continuous footing with wall dowels inspected per plan#302013, 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 /> i <br /> I <br /> Copies to: <br /> Owner X Contractor <br /> Architect Building Dept. Technical Responsibility: <br /> Engineeralta 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, 1. <br /> except in full,without written permission from our firm is strictly prohibited. <br /> Page 1 of 1 l <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 /> i <br /> Form No.:ADMIN-76-02(Rev 03/10) I <br /> i <br />