HomeMy WebLinkAboutLENNAR 5 CLAY LAYM02M02M02M02M02M02M02M02M02M02GE04GE12T24T24T24GE13T28T28GE14T27T27T26T25T25T13T13T14T14T14T14T14T14T14T14GE08GE16T29T29T29T29T29T30T30T30T30T21GE11T22T22T22T22T22T22T22T22T22T23V31V32V33V34V35V36V37GE15V38V39V25V26V27V28V29V30V24PBE01PB01PB01PB01PB01PB01PB01PB01PB01PB01PB01PB01PB01PB01PBE02PB01PB01PB01PB01PB01SFBO4SFBO5SFBO6SFBO7SFBO8SFBO9SFBO10SFBO11SFBO1230-00-008-00-0019-04-1213-03-0446-00-0016-00-0022-00-006-00-0060-00-0088-00-0038-00-0014-10-082-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-002-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-001-10-087-05-0014-07-005-00-004-04-0088-00-0038-00-00IRC 2006TPI 200220TLL -10TDL -10BDLLENNARCHARTWELL A5CLAY1/4"=1'2/12/19DJRB19900450CUSTOMER:LOCATION:MODEL:JOB #:DATE:DESIGNER: DESIGN INFORMATION:SCALE:9028 Old SR 67 SouthMooresville, IN 46158(317) 834-5380Truss Placement Guide1) This layout is intended for the purpose of truss locationand placement only. Refer to the building plans for actualbuilding construction.2) All dimensions shown 00-00-00 are in feet-inches-sixteenths.3) Trusses are spaced 24" on center unless otherwise noted.4) Do not cut or modify trusses.5) Refer to the individual truss design drawings for the locationof member bracing, uplift and truss end reactions.6) Installation of all temporary and permanent bracing isessential. See truss drawings, BCSI-B2 Summary Sheetand building designer requirements.