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EI <br />DIBBLE ENGINEERS INC <br />vnm. d i bb leen& eersa m <br />Ia'9 Market Street, Kirkland, WA 98033 <br />425.828.4200 <br />existing glulam to <br />remain ` <br />existing <br />connection <br />to remain <br />GL7"x27-1 /2" <br />to remain <br />existing <br />column cap <br />p, to remain o <br />PROJECT NAME • <br />309 Casino Rd <br />PROJECT# 22-089 <br />SUBJECT <br />Vehicle Impact Repair <br />SHEET# SSK-02b <br />DATE 5 / 27 / 22 _ <br />BY ASJ <br />notes: <br />1) HSS Structural Tubing - ASTM A500, Grade B, Fy = 46 ksi <br />2) Welding Electrodes - E70XX, 70 ksi, low hydrogen, typical <br />')WELDING: Conform to AWS D1.1, D 1.3 , D1.8. Welders <br />shall be certified in accordance with AWS and WABO <br />requirements. Use E70 electrodes of type required for <br />materials to be welded. <br />Contractor Dotes: <br />1) order longer HSS than required and cut on site to <br />ensure tight fit to existing beam above. <br />2) At completion of site welding, spray welds and <br />steel with Cold Galv Spray <br />new HSS 4x4x3/8" to replace <br />1/4 damaged 4x4 tube steel. field <br />/°®weld at top and bottom. <br />contractor to verify length. <br />existing <br />PL5/8"x7-1 /2"x7-1 /2" <br />(at contractors <br />option a new <br />PL5/8x9"x9" may be <br />used) <br />1/4 <br />existing footing <br />to remain <br />Backfill with <br />standard weight <br />concrete. <br />1-1/2" <br />1-1/2" <br />R, <br />13/16" o holes <br />w/ 3/4"ox5" titan <br />HD anchor <br />bolts. typ <br />__ 7 <br />r; <br />-- square <br />0 <br />CITY oj �: r6 =�� .p <br />." ice,: �S✓ � a.. ' <br />REVIEWED C' PERMIT <br />clean concrete <br />under base plate <br />and fill with <br />non -shrinking <br />leveling grout A f q <br />