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1, r <br /> WALL-BRACING BRt <br /> Length <br /> • Calculator <br /> 0 Report Application Issues or Provide Customer Feedback(haps://app"nartsheet—rn/hffomt? • •" u101 n <br /> 2012 IRC Required Braced-Wall-Line Length Calculations <br /> PROJECT INFORMATION <br /> NAME:BASEMENT FRONT TO BACK <br /> ADDRESS!1140 WYNDMERE ROAD,ORONO <br /> WALL DIRECTION:Front to Back <br /> SEISMIC DESIGN CATEGORY:A <br /> BASIC WErD SPEED:BO mph <br /> WIND EXPOSURE CATEGORY:B <br /> Wei Line A-1 WAS Line B-1 V"Line rr1 <br /> Iirywts I <br /> Braced-WeI-Line Location 1st of 2-story 1st or 2-story 1st of 2-story <br /> Ewe to Ridge Height 119111 19 ft left <br /> Braced-WakFLine Spacing 2883 It 20.42 ft 12.00 ft <br /> Wad Height 9 ft 9 ft 9 ft <br /> Bracing Method CS-WSP CS-WSP CS-WSP <br /> GB Carnnuctlon Type WA WA WA <br /> Gypsum Wad Board on Inside Yee Yee Yee <br /> Horizontal Johns Blocked Yes Yes Yes <br /> Haktown Device Used No No No <br /> WIND <br /> Tabulated Wird Bracing Amount 8.7075 ft 8.805 ft 4.1 It <br /> Exposure Height Factor 1 1 1 <br /> Eave-t-Ridge Height Factor 127 127 127 <br /> Wind Wall Height Factor 0.95 0.95 0.95 <br /> Nwtw of BWL Factor 1.3 1.3 1.3 <br /> Hcidown Factor 1 1 1 <br /> Blocked Joint Factor 1 1 1 <br /> Gypsum on Inside Factor 1 1 1 <br /> Wind GB Construction Factor 1 1 1 <br /> Required VMnd Bracing Amount 13.88 ft 10.36 ft &43 it <br /> RESULTS <br /> LoWth of Wed Woolng 1a ae R 10.96 R L43 <br /> NOTES <br />