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QK��y�,.v,��r�/...,�.ay.,�.a Page l ofI <br />ra J &Associ ate a, In a Field <br />Gaotarhniml Engineedng s Envtionmerest Engioserbg Repod NO.: �l 74DM IOW23Z <br />Construction Testing and Inspection <br />A Krazen & Associates, Inc.'s representative visited the above said project as per contractor's <br />request and performed Skidmore test and welding, end bolting inspections. <br />PREINSTALLATION VERIFICATION OF HSB—SKEDMORE TEST: <br />Krazan tested high strength bolts identified end provided by the motor as slip critical (SC)joints <br />for Scismic force resisting system (SFRS) as par general note. SFRS members which aro braced <br />frames including the drag lines (exterior outer parts) used 7/8"X2" A325 TC bolts. <br />No <br />Loth <br />Grade <br />sizes <br />R uired <br />Reeul s <br />Status <br />1 <br />2040336200 <br />A325TC <br />7/8"X2" <br />41 Ki s <br />7 <br />Pans <br />2 <br />120403362001 <br />1 7/8"X <br />145 <br />1 Parr <br />3 <br />12040336200 <br />1 A325TC <br />7/8"X2" <br />41 Yips. <br />151 <br />1 Pass <br />Welding: Field welds for Braced frames (8) and continuity plates are being welded per plan. The rep <br />audited welders' qualifications, electrodes, welding process, and checked structural details. Once <br />completed, a Krazan inspector will visually inspect all fillet welds. <br />Bolting: High strength bolts type A325TC for SFRS and for gravity frames of the mezzanine floor <br />were installed properly. Number of bolts, goods, sizes, and faying surfaces for slip critical, firmness <br />of contacts (no gaps) and others checked. <br />Reviewed By: <br />ASTdd Test#: <br />I <br />I AaaetN s: <br />To the brat of my lmowledge, the above WAS performed in accordance with the approved plane, gredfirtiow and <br />regulatory reaahemenu <br />Su r do rtsmtamro: <br />Technician: <br />Offices Serving the Western United States <br />Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • T amens (253) 939-2500 <br />