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Model building codes and standards that rely on the new wind design approach in AXE 7-10 <br />include the 2012 IRC, the 2012 IBC, and the 2012 WVCM. Each of these documents addresses <br />implernentation of ASCE 7-10 in a different manner. For design of wood construction in <br />accordance with the Wl-,CM, it is expected that the Risk Category If wind speed map will be <br />incorporated as it appears in ASCE 7-10 and tabulated requirement within the ff,FCM will be <br />associated with ASCE 7-10 mapped wind speeds. <br />REFERENCES <br />American Society of Civil Engineers, ASCE 7-05, Minix nun Design Loads far Buildings and <br />Other w51ruchtres, Reston, VA, 2005. <br />American Society of Civil Engineers, ASCE 7-10, Miniinuin Design Loads for Buildings and <br />Other Structures, Reston, VA, 2010. <br />International Code Council, 2012 International Building Code. Washington, DC, 2011. <br />AUTHORS <br />'Director, Structural Engineering, American Wood Council, 803 Sycolin Road, Leesburg, VA <br />20175, 202463-2767 (work), p-Lin �d)aj� ��Ltg <br />�L q -L <br />2 Director, Wind and Flood Hazard Mitigation, Applied Technology Council, 19266 Coastal <br />Highway, Unit 4, #19, Rehoboth Beach, DE, 703-850-2891 (cell), 302-227-7,652 (fax), <br />beot0boun.)g_("i,)grurr lw.o.t'.g <br />ASCE 7-10 Wind Provisions 10 LinelCoulbourne <br />