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Report Application Issues or Provide Customer Feedback(https-//app.smartsheet.com/b/form? fa ^� •� ^ <br /> 2012 IRC Required Braced-Wall-Line Length Calculations <br /> PROJECT INFORMATION <br /> NAME:IST Floor SIDE TO SIDE <br /> ADDRESS:4751 Tonkaview Court <br /> WALL DIRECTION:Side To Side <br /> SEISMIC DESIGN CATEGORY:A <br /> BASIC WIND SPEED:90 mph <br /> WIND EXPOSURE CATEGORY:B <br /> Wall Line 1-1 Wag Line 2-1 <br /> Inputs <br /> Braced-Wall-Line Location 1st of 1-story 1st of 1-story <br /> Eave to Ridge Height 7 It 7 ft <br /> Braced-Wall-Line Spacing 41.92 ft 41.92 ft <br /> Wall Height 8 It 8 ft <br /> Bracing Method CS-WSP CS-WSP <br /> GB Construction Type N/A N/A <br /> Gypsum Wall Board on Inside Yes Yes <br /> Horizontal Joints Blocked Yes Yes <br /> Holdown Device Used No No <br /> WIND <br /> Tabulated Wind Bracing Amount 6.288 ft 6.288 ft <br /> Exposure Height Factor 1 1 <br /> Eave-to-Ridge Height Factor 0.82 0.82 <br /> Wind Wall Height Factor 0.9 0.9 <br /> Number of BWL Factor 1 1 <br /> Holdown Factor 1 1 <br /> Blocked Joint Factor 1 1 <br /> Gypsum on Inside Factor 1 1 <br /> Wind GS Construction Factor 1 1 <br /> Required Wind Bracing Amount 4.64 ft 4.64 ft <br /> RESULTS <br /> Length of Wall Bracing Required 4.64 ft 4.64 ft <br /> NOTES <br />