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C <br />91 S <br />DAILY REPORT <br />Jek. No. <br />E-743 <br />Post 1 of 1 <br />Client Newland Construction Company <br />Ropn S"."eo No. <br />12 <br />Everett, Washington <br />.e: <br />9/24/7 <br />Day of Wook <br />Hon. <br />an <br />Fred <br />NRS Charpod <br />8 <br />Aul~, <br />NRS Chwood <br />Project: Everett Trust 6 Savings Bank - <br />Rucker Branch <br />1. Welding Inspection* <br />Inspected column to column and beam <br />to column welding entire building. <br />second third and roof connections. <br />All found to be in accordance with <br />approved specifications except weld <br />plate connections of columns at third <br />floor level. Two columns in all at <br />line A. Row 3 and Line 0. Row 3. Two <br />fates missed on Line A column and one <br />missed at ling Superintendent <br />notified and re -inspection will be made after corrections made. <br />2. Torquing: <br />Torqued all connections, second floor level and South half of Building. <br />third floor level. Less than one in <br />thirty bolts needed snugging and those <br />were brought up to proper snugness as found. <br />INDUSTRIAL TESTING INC. <br />D I' l 1 tl l'1 k5 <br />Distribution: <br />UU <br />3 Newland Construction Company <br />Chi <br />2 File <br />higPKfion L1mL <br />r TN <br />SEP 27 1913 <br />80TESW NASH & ASSOCIATES <br />INDUSTRIAL TESTING, INC. <br />