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' OCT NAME <br />EI 309 Casino Rd. Vehicle Impact Repair <br />DIBBLE ENGINEERS INC PROJECT# <br />wr,v.dibbleengineers.com 22-090 <br />1029 Market Street, Kirkland, WA 93033 SUBJECT <br />425.828.4200 Vehicle Impact Repair <br />existing glulam to <br />remain <br />existing <br />connection <br />to remain IIo- <br />SHEET', SSK-02a <br />DATE 5 / 27 / 22 <br />BY AJS <br />Contractor Notes: <br />GL7"x27-1/2" <br />1) Do not damage column cap or base <br />to remain <br />w plate when removing column. <br />2) Base plate is to be cleaned or all <br />surface rust with grinding wheel prior to <br />existing <br />welding new column into place. <br />column cap <br />�— 0 3) At completion of site welding, spray <br />to remain <br />welds and steel with Cold Galy Spray <br />0 <br />0 <br />cut damaged <br />column from base <br />plate and column <br />cap once shoring <br />is in place <br />temporary structural <br />shoring per emergency <br />shoring directive <br />P11-5/8"x7-1 /2'W-1 /2" <br />to remain (at <br />I.,, —contractors option a <br />new PL5/8"x9"x9" <br />may be used), <br />l CITY OF EVEPETT <br />EVIE��EL� FOR PERMIT <br />existing footing <br />to remain �` 3 1H N.T.S. <br />