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'" <br /> Otto Rosenau&Associates <br /> Reinforcing Steel Inspection Report 6747 M. L. King Way S., <br /> Seattle,WA 98118 <br /> 206-725-4600 <br /> Inspection Details <br /> Report Number Permit Number Job Number <br /> 366472 SEE NOTES 16-0804 fa ra3,„ <br /> Inspector Name Date <br /> ��- I z <br /> John Fraser 02/13/2018 <br /> Project Address <br /> Eclipse Townhomes-All Buildings 3300 Eclipse Mill Road, Everett <br /> Start Time Finish Time <br /> 06:00 AM 07:30 <br /> Description <br /> Grade Manufacturer Type of Bar Is SDQ steel required? <br /> 60 Nucor A-615 No <br /> Inspection Notes and Conformance <br /> Structural Elements/Location/Gridlines <br /> On site for ORA at contractor's request for inspection of re-steel placement. Inspection covers the requirements for material I.D., <br /> location, size and condition of reinforcing steel. Placement criteria found in ACI 318, and approved costruction documents. <br /> The following inspections were performed for this location: <br /> Inspected placement of reinforcing steel 4 perimeter footings and structural slab within grids A to C, and 1 to 7 <br /> -Hold-downs verified tied to reinforcing steel <br /> -(7)"UFER"grounds installation verified <br /> Ref: Milbrandt architects job 13-47 <br /> Sheet F17 and associated details <br /> All structural elements have proper clearance from earthwork/forms, and have been secured for concrete placement. <br /> This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau&Associates, Inc. <br /> Reproduction of this report, except in full,without written permission from our firm is strictly prohibited. <br /> powered byg3canvas ww '?f"x3YtVs3 com. '.;,..' E ".s x.;f:C <br />