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�: <br /> ���°�� <br /> ACI 318-02 "Building Code Requiremer�ts <br /> for Reinforceci Concr�te" <br /> CRSI MSP "Manual of Standarc! <br /> Practice" <br /> AWS �1.� "Structural U�elding �ode <br /> - Reinforcing Steel" <br /> CRSI "Recommended Practice for <br /> f'lacing Reir�forcing El�rs° <br /> Tne reinforcing steel cantractar shall fabricate al.l <br /> reir.forcement and furnish all accessories, chairs, spacer <br /> bars and supports necessary to secure the reinforcement <br /> unless shawn otherwise on the plans andlor details, <br /> Reinforcina steel shall be ASTM A 615 grade 6Q. <br /> Concrete reinforcement shall be placed accordinq to <br /> "Fiecommended Practice for Placing ReinforcS.ng Bars". <br /> CONCRETE COVERAGE FQR I2EINFOFtCEMENT: <br /> PTERS 2'T <br /> NASONRY: <br /> REFERENCES: <br /> International Buildinq Code, 200b Eaition, Chapter 21., <br /> Masonry. <br /> ACI 530 "Builciing Code Requiremencs for Concrete <br /> Masonry Structures." <br /> ACI 53�.1 "Specification for Concrete Masanry <br /> C�nstructi.an," <br /> STEEL: • <br /> STRtJCTURI�L STEEL: <br /> REFE�EN;.ES: <br /> "Specification for Structural Steel Buildings, Allowable <br /> S`ress Design and Plastic Design" June l, 1969. <br /> All bolts shall be 3f9, inch diameter A325, uilless atherwise <br /> noted on the drawings. <br /> Al1 beams shall be marked and erected with natural camber upwards. <br />