6301 36TH AVE W HDI LANDING GEAR 2017-01-13

,scz „ ��- �� - _ � i �, � rT'. ,G-�. _- a . ,� j�.• :� - �` : ? � • ` [ �-- t _ . s �, Geoteehnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSP�CiION REPO�i Report Number: 300935 Project: HDI Permit Number: �j I Sb� ' o� \ Address: 6301 36�h Ave West, Building A, Everett Job Number: 15-0521 Client: A & A Service Client Address: 19410 SE Auburn-Black Diamond Road, Auburn Inspections f'erformed Steel Decking Other (specify): Other (specify): Structural Steel Fabrication Structural Steel Erection X Inspector and Date Remaeks Tom Maddock Preformed visual weld inspection at steel crane frame at Korbel Strongback MC18x42.7-channel to 07/27/2015 angle 6"x6"x1/2"x15" LG to HSS to 10"x10"x5/16" column grids N/2, Korbel-Channel to interior columns (MC 18x452.7) to HSS 10"x10"x5/16 (at grids M/3, M/4, N/3 and N/4), angle 3"x3"x1/4" diagonal braces onto top plate at W14x61 columns (at grids NlS, M/5 and M/2), and same angle 3"x3" braces to plate 3/4" embed plates (at grid N/5, M/5 and M/2) "welded connections". These welds were in accordance with appraved drawings (including details A/SD4, 1/SD3 and SD5, B/SD.1, etc.). Welds were performed by a WABO certified welder (Fred O. Nitschki #W09151, expires 04/01/2016), using ESAB duai shield 710X-M Electrode with workmanship per AWS D1.1. Random tightness was tested at A325 high strength bolted connections with wrench indicating snug tightness has been achieved. Conforms Copies to: �f� Client X Engineer Others P��/y� Owner X Contractor Technical Responsibility: ; Architect Building Dept. Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 6747 M.L. King Way S., Seattle, Washingion 9811 S� Phone (206) 725-4600 or 1-888-OTTO-4-US � Fax (206) 723-2221 Form No.: ADMIN-63-05 (Rev 10/90)