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uTs UMPQUA Testing Service, LLC <br /> PO Box 609—626 NE Division St.,Myrtle Creek, OR 97457 <br /> Phone:541-863-5201 Fax: 541-863-6199 <br /> &Mail:UTS�urcmail.net hetp://UmpquaTesting.com <br /> No. 188384 <br /> DAILY CONSTRUCTION INSPECTION REPORT <br /> Report Number: CF - 02 Page 1 of 2 <br /> Project: Horizontal Shear Test for SFS 60 on poured in place footing UTS Project No: 849 <br /> Prime Contract: Cornerstone Foundation System LLC Sub Contract: N/A <br /> Contractor: Norris Strauch <br /> Sub-Contractors: N/A <br /> Inspector: Vern McDonald Date 1/29/13 &2-1-1 <br /> Conditions: <br /> Weather inside Bldg. 42 deg F Ground dry <br /> INSPECTORS COMMENTS: <br /> Horizontal Shear Test for the SFS 60 on poured in place footing (See Attached Pictures) <br /> A full size panel 32"tall, 60" long and 1 ''/a"thick was place in a testing station and connected to <br /> a simulated rim joist (wood) and a simmulated footing (concrete) <br /> A load was place longitudinally to the 1 '/," edge of the panel by the use of a cable and a <br /> suspended weight with a series of pulleys. <br /> When testing the top connectors, the cable was placed in the middle of the panel and a smooth <br /> plastic guide was placed at the bottom of the panel to eliminate friction at the bottom of the <br /> panel. This isolates the load to the top connectors. When testing the bottom connectors the <br /> plastic was switched from top to bottom. <br /> Three separate tests were performed on three different sfs60 panels. The average load <br /> On four top connector's 3145 lbs. divided by 4 = 786 lbs. <br /> On four bottom connector's 3132 lbs. divided by 4 = 783 lbs. <br /> Top- connector's average load each 786 lbs. <br /> Bottom connector's average load each 783 lbs. <br /> 4111, <br /> Inspector Name_V ft& 1Ni,.t-Do At A-L-0 Number AC/ /(Y/Zg <br /> Signature/�- )71 Date ) -4 - /3 <br /> Form 146 11/16/10 <br />