Laserfiche WebLink
. , <br /> .. ���;�, <br /> , �.�. � ; � � I�EGEIVkD � <br /> � � <br /> . <br /> • � . . � � ` <br /> ��� � �,� ocr oa2o�� <br /> 2012 IRC Required Braced-Wall-Line Length Calculations CITYOFORotvo <br /> PROJECT INFORMATION <br /> NAME:2649 CASCO POINT <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 /> WaN Line A-2 Wall Line B-2 Wa�Line C-2 Wall Line D-2 <br /> Ilnputs I I <br /> Braced-Wall-Line Location 2nd of 2-story 2nd of 2-story 2nd of 2-story 2nd of 2-story <br /> Eave to Ridge Height 13 ft 13 ft 13 ft 13 ft <br /> Braced-Wall-Line Spacing 11.50 ft 22.00 ft 21.25 ft 10.00 ft <br /> Wall Height 8 ft 8 ft B ft 8 ft <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 2.225 ft 3.8 ft 3.6675 ft 2 ft <br /> F�cposure Height Factor 1.2 1.2 1•2 1•2 <br /> Eave-to-Ridge Height Factor 1.18 1.18 1.18 1.18 <br /> Wind Wall Height Factor 0.9 0.9 0.9 0.9 <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 4,11 ft 7.02 ft 6.81 ft 3.7 ft <br /> RESULTS <br /> Length of Wall Bracing Required 4.11 tt 7A2 R &81 R 3.7 tt <br /> NOTES <br />