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L <br /> Report Application Issues or Provide Customer Feedback(https-//app.smartsheet.com/b/form? 8 ^ •• ^o <br /> 2012 IRC Required Braced-Wall-Line Length Calculations <br /> PROJECT INFORMATION <br /> NAME:IST Floor FRONT TO BACK <br /> ADDRESS:4751 Tonkaview Court <br /> WALL DIRECTION:Front to Back <br /> SEISMIC DESIGN CATEGORY:A <br /> BASIC WIND SPEED:90 mph <br /> WIND EXPOSURE CATEGORY:B <br /> Wal Line A-1 Wall Line B-1 <br /> Inputs ` <br /> Braced-Wall-Line Location 1 st of 1-story 1st of 1-story <br /> Eave to Ridge Height 7 ft 7 It <br /> Braced-Wall­-Line Spacing 31.58 ft 31.58 ft <br /> Wall Height B ft 8 It <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 t 5.158 ft 5.158 ft <br /> Exposure Height Factor 1 t <br /> Fame-to-Ridge Height Factor D.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 GB Construction Factor 1 <br /> -Required Wind Bracing Amount 3.81 ft 3.81 ft <br /> RESULTS <br /> Length of Wall Bracing Required 3.81 ft 3,81 ft <br /> NOTES <br />