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GENERAL NOTES: <br /> MATERIALS <br /> Masonry Grout f = 3000 psi at 28 days <br /> Concrete Masonry Units ASTM C90, Type N, Normal Weight <br /> Mortar Type S <br /> Reinforcing Bars ASTM A615 (Grade 60) <br /> Anchor Rods ASTM A36 <br /> Injection Adhesive Anchors Hilti HIT HY-150 or equal <br /> EXISTING CONSTRUCTION <br /> Adequately shore and brace all existing construction as required during demolition and <br /> construction. Field verify all existing conditions, dimensions and elevations. <br /> MASONRY <br /> All masonry to be placed in running bond, UNO. <br /> Cores containing reinforcement shall be grouted solid with masonry grout. <br /> I hereby oe<ft that this plan,spadkoNi— 'e <br /> report was prepared by me or under rely u,.%- ,t <br /> supervision and that I am a duty Umnsqd <br /> Professional Engineer under the laws of the <br /> gists of Minnasota. <br /> Print Name: K. Peter Slessenbueltel <br /> elonaturV <br /> .wn.,n..,�.�■wwnn�•eieeer <br /> Date Z - Rep. No. 22621 <br /> Sheet.- <br /> K. Peter Siessenbuettel, P.E. Cabin#2 Foundation Wall Replacement <br /> 5057 Shoreline Drive Camp TEKO <br /> Mound, MN 55364-1736 645 Tonkawa Road <br /> (952)472-3579 Orono, Minnesota 55356 Date: 2124/03 <br /> (612)875-0239 Contractor:JG Concrete&Masonry, Inc. Comm# 03-002 <br />