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3. STRUCTURAL STEE:. DRSTGN <br />a. Structural Steel: Structural steel shall be designed in <br />accordance with AISC's latest edition of "Specification <br />for the Design, Fabrication and Erection of Structural <br />Steel for 3uildin,,7s." <br />b. Cold Formed "at.nrial: Cold -formed steel shall be designed <br />In accordance with the ATST's latest edition of "Specification <br />for the Des .�ri -r Cold-Formol Steel Structural Members." <br />►:. DF.3 TG14 LOADS <br />a. Design Loads: TnP followin. desirn loads shall be used in <br />arid, ti on ± - ' ho niiildinF (?F,ad loads: <br />STANMARn 'nt.her Toafin-s Available on Renuest) <br />Loa d Live W i nd Uplift <br />1esi Lnation Load Toad Pressure <br />C 20 PSF 25 PSF L5 PSF <br />Load <br />Designation. Lood Conbination <br />C DL + LL, DL + WIND a� <br />b. Live Loa,4•3: All live loads shall he applied on the horizontal <br />proiection of the roof. <br />C. Wind Loans: All wind loads shall be applied as pressure and <br />suction '_n acrnrdance with the latest edition of MBMA's Recom <br />Mended Design "ractices Manual." <br />5. AASTC MATERTA., <br />a. Steel for Primary Framing: Steel used to fabricate primary r <br />framing members shall be 112,00O PSI minimum ,yield point ma- <br />terial. The huildiry manufacturer shall have on file certified <br />mill test reports which verify that this requirement has been fiats <br />b. S+eel for Nrl ns and Girts: Steel used to form purlins and °x <br />outs shall he hot rolled steel ,trip wit1h a guaranteed minlmam <br />yield point of 50,000 PST. <br />