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Professional Service Industries, Inc. <br />6032 N. Cutter Circle, Suite 480 <br />Portland, OR 97217 <br />CCB No. 176269 <br />Phone: (503) 289-1778 <br />Fax: (503) 289-1918 <br /> <br />Report No: SIDF:0702623-47/1 <br />Special Inspection Daily Field Report <br />Issue No:1 <br /> <br />DREW WILDER, ERIC <br />Client: CC: <br />COLUMBIA HELICOPTERS INC <br />These test results apply only to the specific locations and materials noted and <br />may not represent any other locations or elevations. This report may not be <br />HOLMGREN, JIM <br />14452 AMDT RD <br /> <br />reproduced, except in full, without written permission by Professional Service <br />TRUSSELL, NICK <br /> <br />Industries, Inc. <br />SHUR, RICK <br />AURORA, OR 97002 <br /> <br />TERRIER, STEVE ., <br /> <br />STEVE ENTENMAN <br />Project: <br />COL. HELICOPTER P714 TEST CELL <br /> <br />Approved Signatory: John Eakman (Project Manager) <br />AURORA OR <br />Date of Issue: 8/29/2011 <br /> <br />Date: General Contractor: <br />8/19/2011 Centrex Construction <br />Permits: Weather: <br />11-1155 <br />Type of Inspection Performed <br /> <br />Reinforced Concrete Structural Masonry High Strength Bolting Fireproofing New InspectionRe-Inspection <br /> <br />Reinforcing Steel Soils Welding Other Standby Time: <br />Field Observations & Comments <br />Special Inspection Continuous Periodic <br /> <br />Location(s)/Item(s): <br />Det. 4/55.1 - Note @ CMU Wall Anchors were not torqued to 110 ft lbs due to the ICC ESR 1917 does not apply to masonry -see below - <br />and Rick wanted to take it a llittle easy until the engineer can approve the operations being performed here. <br />Referenced Details/Drawings: <br />PSI was on-site to observe installation and torque test expansion anhcors installed into masonry. Below is listed the torque values and <br />locations for the following installed anchors; <br />Det. 4.5 S5.1: * at torqueing stopped @ 75 ft lbs @ 5" Embed due to anchor placed at grout line. <br />1. Test Cell Entrance - Canopy <br />a. At channel (5) 3/4" x 8 x 5" embed torqued to 110 ft lbs. <br />b. at (2) back plates (8) 3/4 x 8 x 5" embed - torqued to 110 ft lbs per ICC 1917 Reg. Control. <br />2. Control Room - East Door - Canopy <br />a. At (2) brick plates (6) 3/4 x 8 x 5" embed torqued to 100 ft lbs. (2) @ back plates (North 2) 3/4 x 8 x 5" embed torqued to 75 ft lbs* <br />b. Channel (7) anchors to be torqued later; (3) eppoxy need test torque to be determined by engineer where anchors were spinning. <br />3. Mechanical Room - West Door - Canopy <br />a. Channel (6) 3/4" d x 8" lg x 5" embed torqued to 100 ft lbs. <br />b. Back plates - North plate (2) 3/4 d x 8 x 5" embed torqued to 100 ft lbs; (2) 3/4 d x 8l x 5" embed torqued to 75 ft lbs * <br />Back plates - South plate (4) 3/4" d x 8" x 5" lg embed torqued to 100 ft lbs <br />Remarks: <br /> <br />construction documents are: <br />Conforming Non-Conforming <br /> <br />Inspector: Inspector Cert No.: <br />Jeff Piland 282 <br />Jobsite Representative: <br /> <br /> <br /> <br />Page 1of 2 <br /> <br />