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IIII <br /> STRUCTURAL NOTES <br /> MATERIAL STR4NGTHS <br /> Reinforcing Steel li Fy= 60,000 p.s.i. (A615 grade 60) <br /> Concrete F'c=Compressive strength in 28 days <br /> 3,000 p.s.i.for footings <br /> 3,500 p.s.i.for interior slabs on grade <br /> it <br /> 4,000 p.s.i. unless noted <br /> DESIGN LIVE LOADS <br /> Roofs 50 p.s.f. ground snow load <br /> Typical Floors 40 p.s.f. <br /> Basic Wind Speed 90 m.p.h. (3 second gust) <br /> DESIGN CODES -LATEST EDITIONS <br /> International Buildi g Code <br /> Minnesota State B ilding Code <br /> American Concrete Institute <br /> CRSI Manual of St ndard Practice <br /> American Institute Timber Construction <br /> National Design Sp cifications for Stress-Graded Lumber and its Fastenings <br /> SOIL BEARING DE IGN VALUE <br /> 2,000 p.s.f. on undi urbed soil or compacted fill for footings. <br /> Bearing value to be erified by a geotechnical engineer. <br /> EXISTING CONDIT! NS <br /> Verify all dimensions elevations, and details of existing structures where they affect this <br /> construction. Notify engineer if there are any deviations from the contract documents. Field <br /> verify dimensions and elevations prior to fabrication of structural members. <br /> TEMPORARY BRACING <br /> Provide temporary Iatleral support for all walls until walls are adequately braced by floor or roof <br /> structure. <br /> FOOTINGS <br /> Wall footings are cast in-place concrete with continuous reinforcing placed 3"clear of bottom and <br /> sides. Provide 40 dia eter lap at all splices and full crossing lap at corners and intersections. <br /> Unless otherwise not-•,wall footings are centered under walls and column footings under <br /> columns. Footing ele ations shown on plan are to top of footing. Footings for walls, unless <br /> otherwise noted, shall be 10"thick with a minimum projection of 4"each side with 2-#4 <br /> continuous. <br />