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MAYES TIMUNO ENOINEERS <br />0341120225 Cedar Valley Road, Suite Ph 425 742.9360 <br />Ito <br />Fax <br />425 7451737 <br />Lynnwood, WA 98036 <br />Ph <br />253.584 3720 <br />10029 S Tacoma Way, Suite E•2 <br />Fax <br />253554 3707 <br />Tacoma, WA 98499 <br />Ph <br />503.281.751 <br />7911 NE 33" Drive. Suite 190 <br />Fax <br />503 281.757> <br />Podland, OR 97211 <br />INSPECTOR TIME <br />HOURS <br />Todd A. Wirtz 1000 to 1300 <br />3 <br />SUMMARY: <br />Project No <br />Project: B <br />Permit No.: <br />Project <br />Address: <br />Owner: <br />Engineer <br />Architect: <br />Contractor: <br />Type of <br />Inspection: <br />Samples: <br />Page 1 of 1 <br />FIELD COPY / SUBJECT TO REVIEW <br />L14264 Date: 6/16/2014 <br />adway & 101h Store- Everett Starbuck <br />Weathe <br />B1403-002 r: Cloudv <br />1010 North Broadwav Everett. WA <br />Yu & Trochalakis <br />DLR Group <br />Wilcox Construction <br />RC <br />Item #1: Checked reinforcing steel placements for both the building perimeter wall footings and for the <br />eastside retaining wall footings (figure 1 below) to meet S-2001, and details 1, 7 and 81 S-5001. Also, <br />verified 1" diameter hold down threaded rods to be embedded 19" Into wall footing with rods to be <br />coupled above at stem wall. <br />Item #2: Observed satisfactory pump placing and mechanical consolidation of 30 cubic yards of <br />Concrete Nor' West mix #18350F, 3000 F'c at the above noted footing locations (figure 2 below). <br />Slump was 4'/2 One set of 4- 4" X 8" lab cure test specimens were cast for compressive strength <br />analysis. <br />Fig 1: Retaining wall footing resteel. Fig 2: Concrete placing at building perimeter <br />wall footina. <br />To the best of our knowledge, all Items inspected today are In conformance with approved plans and specifications <br />r Yes r No f— Preliminary <br />L14264 June 16th, 2014 field report <br />a1� <br />