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�aZan &ASSOCIATES <br />GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING <br />CONSTRUCTION TESTING & INSPECTION <br />FORENSIC INVESTIGATION <br />Date: <br />Project No.: <br />Project: <br />Project Location: <br />Krazan PM: <br />Report #022 <br />August 05, 2021 <br />096-21171 <br />Riverfront Building B <br />3810 Riverfront Blvd, <br />Everett, WA <br />JM <br />FIELD REPORT <br />Report No.: <br />09621171DFRO80521-NG <br />Contractor: <br />Shelter Holdings <br />Permit No.: <br />B 1912-032 <br />Inspector: <br />Niccolo Guiao <br />Jurisdiction: <br />City of Everett <br />Weather: <br />Sunny Temp: 70's <br />A Krazan representative visited the project site today for a reinforcing steel placement inspection. <br />Reinforcing Steel Placement Inspection <br />-Elevator Pit Slab at grids E-G/19-20.3 <br />Upon our arrival, the rebar sub -contractor was still working on the reinforcing steel of the planned elevator pit <br />slab. The vertical embeds were still being placed and tied appropriately. Upon completion, we verified the <br />reinforcing steel on the above specified location for size, grade, count, spacing, lap, clearances and general <br />overall placement. <br />In our opinion, the reinforcing steel was placed in general accordance to the approved structural plans per <br />sheets S6.05 and S6.06. <br />-Grade Beams, GBA and GB1, east of gridline A from grids 5 to 11 (In -Progress) <br />While at the site, we were also requested to inspect the reinforcing steel of the planned grade beams on the <br />above specified locations. The reinforcing steel on the above specified location was verified for size, grade, <br />count, spacing, lap, clearances and general overall placement. <br />We observed that majority of the reinforcing steel was in place except for the two (2) grade 60 #5 continuous <br />rebar at mid depth of the grade beams, GBA and GB 1. We also noted that the top reinforcing with standard <br />hooks at the intersections of grade beams does not have adequate clearance from the concrete forms. We also <br />reminded the rebar-subcontractor regarding the vertical embeds for the curb wall near gridline A.5. The rebar <br />sub -contractor was notified about the observed discrepancies and plans to fix it immediately. <br />This is section is a progress report and Krazan plans to perform another inspection as requested and as other <br />areas of the grade beams have been completed. <br />Site photos are attached for reference. <br />To the best of my knowledge, the above WAS performed in general accordance to the approved plans and project specifications. <br />Superintendent/R�� esentative: Technician: Niccolo Guiao <br />4303 —1981h Street SW • Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 <br />With Offices Serving the Western United States <br />