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tp�IWZM <br />Geotechnical Engineering . Environmental Engineering <br />Construction Testing and Inspection <br />Field <br />Report NO.: 09618358DFR7242018EL <br />DATE: 7/24/2018 Set Count: CONTRACTOR: Clete M Construction <br />PROJECT #: 09618358 PERMIT #: C18 02-003/004/005 <br />PROJECT: Colby Ave Residence INSPECTOR: Edan Lewis <br />LOCATION: 3710-3714 Colby Ave JURISDICTION: Everett <br />KA PAL JM WEATHER: Sunny TEMP: 76' F <br />Krazan representative arrived on site as requested for proprietary anchor inspection for the new foundation footing that will <br />support a future shear wall located in the basement of the building. Upon arrival, contractor had drilled 56+ holes into the <br />existing slab for the placement of #4 reinforcing steel for the connection into existing slab in preparation of future new <br />footings to be installed. Newly installed anchors had holes drilled with minimum of 4" embedment and #4-18" long rebar <br />was installed into the existing slab. Simpson Strong -tie Set-XP epoxy grout was used for all the anchors installed today. <br />Representative observed the cleaning out of the holes, the embedment depth and the placement of the epoxy grout and <br />rebar. Anchors were installed per manufacturer and industry standards. <br />Representative also arrived on site as scheduled for reinforcing steel placement. Reinforcing steel inspected today covered <br />foundation footings located in the locations referenced above. Also inspected HTTX bolt tie -downs that were installed per <br />spec. Appeared to conform to plans and specs on pages: S2.0 (details 6/S2.0 and 7/S2.0). <br />Epoxy anchor dowels shown <br />`� <br />Offices Serving the Western United States <br />Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-25W <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. <br />