3310 TERMINAL AVE Geotech Report 2022-10-25

741 Marine Drive, Bellingham, WA 98225 www.geofest-inc.com earip oeoTe5 i 20611 67th Ave. NE. Unit A.Arlington, WA 98223 phone:(360)733.7318 toll free:(888)251.5276 fax:(360)733.7418 LATERAL FRAMING INSPECTION REPORT PROJECT: Cargo Transit Shed Relocation JOB#: 18-0297 CLIENT: Port of Everett REPORT#: LF003 CONTRACTOR: McClure&Sons PAGE#: 2 of 2 GeoTest was onsite to perform a special inspection on the following items: shear wall repair areas from Gridlines B-D/1-2, shear wall repair areas from Gridlines B-D/10-11, and the large opening at Gridline —C.4/11. All items conformed to the approved plans and specifications. The following non-conforming items noted on LF002 dated 10-24-18 were corrected: • Exposure 1 sheathing was verbally accepted by the Port of Everett and KPFF for the shear walls from Gridlines B/10-11 and D/10-11. Sprinkler Room • Sheathing at NW corner of the sprinkler room at approximate Gridlines B-B.2/11 was extended to the existing sheathing and fastened per the shear wall schedule. • Screws were used instead of nails and not at correct spacing for SW2 and SW4 walls. Large Door Opening at Gridline —C.4/11 • An extra stud was installed underneath the end of the beam and fastened to the existing studs per the approved pattern. • Simpson H2.5T clips were installed at from the above studs to the beams. • Simpson LSTA15 strapping was installed between the end studs and the beam. • The current beam of four 2x12s was fastened together using Simpson SDW22 screws per RFI #21 The following non-conforming item noted on LF001 dated 10-1-18 was correct: • Exposure 1 sheathing was verbally accepted by the Port of Everett and KPFF for the shear walls from Gridlines B/10-11 and D/10-11.