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GENERAL NOTES: <br /> MATERIALS <br /> Concrete <br /> Slab on Grade fc=4000 psi at 28 days <br /> Masonry Grout fc=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 /> FOUNDATIONS <br /> All footings to bear on undisturbed natural soils. Minimum bearing capacity=2000 psf. <br /> If the soil below the foundations or slab-on-grade is of questionable bearing capacity, <br /> notify the engineer for resolution. <br /> Maintain a minimum of 42 inches from finished grades to bottom of footings for frost protection. <br /> MASONRY <br /> Provide 9 gauge, ladder type, horizontal reinforcement at 16"O.C. in all masonry walls. <br /> All masonry to be placed in running bond, UNO. <br /> Cores containing reinfoncement shall be grouted solid with masonry grout. <br /> Sheet. <br /> K. Peter Siessenbuette/, P.E. Caretaker's Foundation Repair <br /> 5057 Shoreline Drive Camp TEKO <br /> Mound, MN 553641736 645 Tonkwm Road <br /> (952)472-3579 Orono,Minnesota 55356 Date: 2/24/03 <br /> (612)875.0239 Contractor:JG Concrete&Masonry,Inc. Comm# 03-002 <br />