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� !l <br /> 5�t• ��--.5� <br /> STRUCTURAL NOTES <br /> DESIGN CRITEf2IA: <br /> BUILDING CODES USED FOR DESIGN: <br /> IBC 2006 with Minnesata amendments. <br /> DESIG�1 LQADS: <br /> �BSIGN LTUE LOADS: <br /> Roofs . . . 40 PSF*** <br /> ***Plus drifting ar.dlor sliding snow. <br /> WIND LQADSt <br /> Basic Wind Speed 90 <br /> Importance Factor 1 <br /> Ex�asure Coefficient B <br /> Desi.gn Pressures: Per ASCE 7 <br /> DESIGN STRENGTHS: <br /> CQNCFtETE: <br /> Strength at <br /> Class 28 days (P3I) Type Locati.on <br /> A �QOd Std. Wt. Exterior Piers <br /> Air-Entrained <br /> Reinforcement: FY = 60,-000 PSI <br /> Structural Steel: EY = 36, 000 PST <br /> FY = 50,000 PSI (W24X84) <br /> GONCRETE: <br /> REINFORCING STEEL: <br /> REFERENCE MAIVUALS: Most recent Edita.an of the <br /> following; <br /> ACI 315 and <br /> ACI 315R "ACI Detailing Manual" <br />