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732 93RD ST SE 2023-09-20
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732 93RD ST SE 2023-09-20
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Last modified
9/20/2023 10:42:07 AM
Creation date
9/11/2023 2:02:51 PM
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Address Document
Street Name
93RD ST SE
Street Number
732
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Page 1 of I <br />u11&Associates,Inc. <br />Geotechnical Engineering • Environmental Engineering <br />Construction Testing and Inspection <br />DATE:WI <br />Dunrre,... ,t <br />PROJECT: Adult Family Home <br />T /Yiv ....-__ - <br />KA P.m,: <br />732 93'd Street SE <br />Set Count: <br />Field <br />Report NO.: 09623206DFR4132023GM <br />wiv >t tc,�L i'OR: Mander <br />PERMIT #: 132202-003 <br />INSPECTOR: G. Moe <br />JUR14T� <br />ifrTrn1r. n.._. <br />WRATTT�n. <br />of Everett <br />F <br />TEMP: 470 F <br />Inspected the adhesive anchoring of four (4) 5/8"' diameter threaded anchor rods as required for Simpson <br />HDU5 Holdowns. <br />Anchor rods were installed at existing concrete foundation wall using Simpson Strong — Tie AT XP High <br />Strength Acrylic anchoring adhesive as per manufacturer's printed instructions. <br />Reviewed Bv: <br />To the best of my know] <br />regulatory requirements. <br />ASTM Test #: <br />Asset <br />the above WAS performed in accordance with the approved plans, specifications and <br />Technician: <br />Offices Serving the Western United States <br />Lynnwood (425) 4851t,5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 <br />The information provided on this report is prated for the exclusive use of the client. This report may not be reproduced in any tbnnat without the written Wroiasion of the client and Kraran dt Associates. Thin report <br />indicates our h>.specton observation and tatirrg results based on site conditions and contractor activitim. This information is sublect 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 be= provided by others on site The tat results apply ally to the specific fixations, and itmu inspocted or tested, <br />..Lfayi :.]a'ere�Y •,J l'-'�-.nwi�.},Lr -'� •b li.. _i:� _- `•• .. _+, 15_i ` B.R"� - �. -.'y` a -..a: a1�i_ _ <br />
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