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JDZM <br />C H <br />� H30 <br />H <br />K W <br />H <br />ox0 <br />�COH <br />oyx <br />O Hd�yy <br />^H p]O <br />Y, w <br />Z H <br />H <br />HH <br />8 Cn <br />H <br />n C7N <br />�y�yb7 <br />H O vi <br />1 <br />C:) <br />THE FOLLOWING NOTES APPLY EXCEPT WHERE SHOWN OTHERWISE <br />CODE <br />Uniform Building Code, 1991 Edition <br />cnt1NDATIONS <br />Maximum soil pressure 2000 psf. All footings to bear on firm undisturbed earth below organic, surface <br />soils. <br />N R E <br />Footings <br />MAX WATER/CEMENT RATIO <br />-AIR ENT AIR - ENT <br />2500 0.65 0.54 <br />MINIMUM <br />SACKS& R MARK <br />5-1/2 <br />REINFORCING_STEEL <br />ASTM A615 grade 60, except #3 and #4 stirrups, ties, and elbow bars to be grade 40. Reinforcing <br />steel details shall be prepared by an experienced detailer and conform to standard practice outlined in <br />ACI Report 315. <br />CONCRETE COVER OF REINFORCING <br />3• Concrete poured against earth. <br />2' Formed concrete with earth backfill. <br />1-1/2• Outside face of walls exposed to weather, slabs on moisture barrier. <br />STRUCTURAL STEEL <br />Structural Grade ASTM A36, Fy=36,000 psi. Pipe columns ASTM A53, grade B, Fy=35,000 psi. <br />Structural tubing columns ASTM A500, grade B, Fy=46,000 psi. All steel except steel embedded in <br />concrete shall be given one shop coat of approved paint. Welds to be 3/16" minimum continuous fillet <br />by certified welders. Steel to steel bolted connections are shown to be bearing -type connections using <br />A-325 bolts with threads included in the shear plane. Where not specifically shown by detail, <br />connections shall be bolted frame beam connections per AISC standards. Hole size shall be in <br />accordance with AISC specification for bearing connection and bolts shall be tightened to snug -tight <br />condition. During erection, structural steel shall be secured from collapsing with a temporary bracing. <br />Where <br />al Engineer <br />manufacturer's expansion <br />anchors specified, contractor <br />submit to the <br />describingthe anchors andlistishall ng recogn ed al owable shear rand tension <br />values. <br />