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7 OEM COPY <br /> Length <br /> 0 Report Application Issues or Provide Customer Feedback(httpsJ/app.smartsheet.com/b/forrn? 0 •1 •. 14101 n <br /> 2012 IRC Required Braced-Wal I Aine Length Calculations <br /> PROJECT INFORMATION <br /> NAME:1ST Floor FRONT TO BACK <br /> ADDRESS:1140 WYNDMERE ROAD,ORONO <br /> WALL DIRECTION:Front to Back <br /> SEISMIC DESIGN CATEGORY:A <br /> BASIC WIND SPEED:90 mph <br /> WIND EXPOSURE CATEGORY:B <br /> Wall Line A-1 Well Line B-1 Wall Line C-1 Well Line D-1 <br /> lI°puts <br /> Braced-Wall-Une Location 1st of 1-story 1st of 1-story 1st of 1-story 1st of 1-story <br /> Fave to Ridge Height 16 ft 19 ft 19 ft 19 ft <br /> Braced-Wall-1 Ine Spacing 21.42 It 26.00 ft 22.29 It 14.00 ft <br /> Well Height lift lift lift loft <br /> Bracing Method CS-WSP CS-WSP CS-WSP CS-WSP <br /> GB Construction Type N/A WA N/A N/A <br /> Gypsum Wall Board on Inside Yes Yes Yes Yes <br /> Horizontal Joints Blocked Yes Yes Yes Yes <br /> Holdown Device Used No No No No <br /> WIND <br /> Tabulated Wind Bracing Amount 3.713 ft 4.4 It 3.8435 ft 2.6 ft <br /> Exposure Height Factor 1 1 1 1 <br /> Fave-to-Ridge Height Factor 1.38 1.54 1.54 1.54 <br /> Wind Wall Height Factor 1.05 1.05 1.05 1 <br /> Number of BWL Factor 1.45 1.45 1.45 1.45 <br /> Holdown Factor 1 1 1 1 <br /> Blocked Joint Factor 1 1 1 1 <br /> Gypsum on Inside Factor 1 1 1 1 <br /> Wind GB Construction Factor 1 1 1 1 <br /> Required Wind Bracing Amount 7.69 ft 10.32 ft 9.01 It 5.81 ft <br /> RESULTS <br /> Length of Well Bracing Required 7.M ft 10.32 ft 9.01 ft 5.81 ft <br /> NOTES <br /> RECEIVED <br /> tj_C 0 5 LU1l <br /> CITY OF ORONO <br />