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�� - , • • , �`� RECEIVEC� . <br /> . m <br /> _ .� <br /> � � , • � . . � _ .. � OCT 0 4 2016 <br /> 2012 IRC Required Braced-Wall-Line Length Calculations CITY OF ORONO <br /> PROJECT INFORMATION <br /> NAME:2649 CASCO POINT �„����� <br /> ��� <br /> � <br /> ADDRESS: <br /> WALL DIRECTION:Front to Back � <br /> SEISMIC DESIGN CATEGORY:A <br /> BASIC WIND SPEED:90 mph <br /> WIND EXPOSURE CATEGORY:C <br /> Wall Line A-1 Wall Line B-1 Wall Line C-1 Wall Line D-1 Wall Line E-1 <br /> I Inputs I I <br /> Braced-Wall-Line Location 1st of 1-story ist of 2-story 1st of 2-story tst of 2-story 1st of 2-story <br /> Eave to Ridge Height 13 ft 13 ft 13 ft 13 ft 13 ft <br /> Braced-Wall-Line Spacing 13.50 ft 72.75 ft 16.25 ft 15.25 ft 10.00 ft <br /> Wall Helght 12 ft 10 ft 10 ft 10 ft 10 ft <br /> Bracing Method CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP <br /> GB Construction Type N/A N/A N/A N/A N/A <br /> Gypsum Wali Board on Inside Yes Yes Yes Yes Yes <br /> Horizontal Joints Blocked Yes Yes Yes Yes Yes <br /> Holdown Device Used No No No No No <br /> WIND <br /> Tabulated Wind Bracing Amount 2.525 ft 4.325 ft 5.375 ft 5.075 ft 3.5 ft <br /> Exposure Height Factor 1.2 1.3 1.3 1.3 1.3 <br /> Eave-to-Ridge Height Factor 1.18 1.09 1.�9 1.09 1.09 <br /> Wind Wall Height Factor 1.1 1 1 1 1 <br /> Number of BWL Factor 1.6 1.6 1.6 1.6 1.6 <br /> Holdown Factor 1 1 1 1 1 <br /> Blocked Joint Factor 1 1 1 1 1 <br /> Gypsum on Inside Factor 1 1 1 1 1 <br /> Wind GB Construction Factor 1 1 1 1 1 <br /> Required Wind Bracing Amount 629 ft 9.81 ft 12.19 ft 11.51 ft 7.94 ft <br /> RESULTS <br /> Length of Wall Bracfng Required 6.29 it 9.81 ft 12.19 tt 11.51 R 7.94 it <br /> NOTES <br /> �� <br /> �� ��� <br /> � ,� <br /> ��'� <br />