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Page 1 of 1 <br />& A s s o c i a t e s, I n c. <br />Geotechnical Engineering • Environmental Engineering <br />Construction Testing and Inspection <br />Field <br />Report NO.: 09621171DFR3142022GM <br />DATE: 3/14/2022 Set Count: CONTRACTOR: Shetler Holdings <br />PROJECT #: 09621171 PERMIT #: B 1912 - 032 <br />PROJECT: Riverfront Bld,,. B INSPECTOR: G. Moe <br />LOCATION: 3810 Riverfront Blvd JURISDICTION: City of Everett <br />KA P.M.: WEATHER: Overcast, TEMP: 40 <br />DFR # 107 <br />As requested by Shelter Holdings; <br />Inspected the attachment of 3/4" T & G OSB Floor Sheathing and Diaphragm Nailing for <br />L6 — North, Grid Lines 17 -23 and A — R, inclusive. <br />Found work and materials to be in conformance with the City of Everett approved project <br />plans and specifications noting CT Engineering's response to Contractor RFI #234 dated <br />1/10/22 which, allowed for the substitution of 2 t/2" x .131 Ring Shank Nails in lieu of the <br />3" x .148 Ring Shank Nails as specified, along with a revised nailing pattern. <br />Reviewed Bv: <br />ASTM Test #: <br />To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and <br />regulatory requirements. <br />Technician: <br />Offices Serving the Western United States <br />Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 <br />The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report <br />indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept <br />responsibility for validity of results. The same information has been provided by others on site. The test results apply only to the specific locations, and items inspected or tested. <br />